JP3352666B2 - Lifting equipment for porous concrete products - Google Patents
Lifting equipment for porous concrete productsInfo
- Publication number
- JP3352666B2 JP3352666B2 JP2000380382A JP2000380382A JP3352666B2 JP 3352666 B2 JP3352666 B2 JP 3352666B2 JP 2000380382 A JP2000380382 A JP 2000380382A JP 2000380382 A JP2000380382 A JP 2000380382A JP 3352666 B2 JP3352666 B2 JP 3352666B2
- Authority
- JP
- Japan
- Prior art keywords
- peripheral surface
- porous concrete
- concrete product
- lifting
- cylinder
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Expired - Lifetime
Links
- 230000002093 peripheral effect Effects 0.000 claims description 88
- 238000000465 moulding Methods 0.000 claims description 13
- 239000000463 material Substances 0.000 claims description 11
- 238000012856 packing Methods 0.000 claims description 9
- 238000009415 formwork Methods 0.000 claims 2
- 238000003825 pressing Methods 0.000 description 6
- 230000000694 effects Effects 0.000 description 4
- 238000004519 manufacturing process Methods 0.000 description 4
- 238000010276 construction Methods 0.000 description 3
- 238000000034 method Methods 0.000 description 3
- 229920003002 synthetic resin Polymers 0.000 description 3
- 239000000057 synthetic resin Substances 0.000 description 3
- XEEYBQQBJWHFJM-UHFFFAOYSA-N Iron Chemical compound [Fe] XEEYBQQBJWHFJM-UHFFFAOYSA-N 0.000 description 2
- 239000004677 Nylon Substances 0.000 description 1
- 239000004743 Polypropylene Substances 0.000 description 1
- 239000003365 glass fiber Substances 0.000 description 1
- 238000003780 insertion Methods 0.000 description 1
- 230000037431 insertion Effects 0.000 description 1
- 229910052742 iron Inorganic materials 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 229920001778 nylon Polymers 0.000 description 1
- 239000002245 particle Substances 0.000 description 1
- -1 polypropylene Polymers 0.000 description 1
- 229920001155 polypropylene Polymers 0.000 description 1
- 229920005989 resin Polymers 0.000 description 1
- 239000011347 resin Substances 0.000 description 1
- 238000010079 rubber tapping Methods 0.000 description 1
- 239000002689 soil Substances 0.000 description 1
Landscapes
- Revetment (AREA)
- Load-Engaging Elements For Cranes (AREA)
- Manufacturing Of Tubular Articles Or Embedded Moulded Articles (AREA)
Description
【0001】[0001]
【発明の属する技術分野】この発明は、ポーラスコンク
リート製品を縦方向に吊上げるための吊上げ具に関する
ものである。BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a lifting device for vertically lifting a porous concrete product.
【0002】[0002]
【従来の技術】一般に、河川の法面を保護するための護
岸工事として、コンクリートブロックを法面に傾斜して
配置し、コンクリートブロックを露出した施工方法があ
る。この施工方法は、植物が再生しないので、河川の自
然環境を破壊し、景観を損うという難点がある。2. Description of the Related Art Generally, as a revetment work for protecting a slope of a river, there is a construction method in which a concrete block is arranged at an angle to the slope and the concrete block is exposed. This construction method has the disadvantage that the natural environment of the river is destroyed and the landscape is damaged because the plants do not regenerate.
【0003】このため、近年河川の緑化を目的とする護
岸ブロック工法が提案されている。この工法においては
ポーラスエコロジカルコンクリート製品(PEC以下単
にポーラスコンクリートという)を用いて、法面を被覆
した後、数ヶ月すると植物の種子が発芽、生育して法面
全体を緑化するようにしたものである。[0003] For this reason, a revetment block construction method for the purpose of greening a river has recently been proposed. In this method, after using a porous ecological concrete product (hereinafter simply referred to as porous concrete) to cover the slope, a few months later, the seeds of the plant will germinate and grow to green the entire slope. It is.
【0004】前記ポーラスコンクリート製品は、植物の
根が法面側の土に進入するように多孔質状に形成されて
いるので、非ポーラスな密度の高いコンクリート製品と
比較して重量は軽いが、それでも施工者が人力で持ち上
げるには非常に重く、ポーラスコンクリート製品に従来
と同様の吊上げ具を構成する定着部材を埋設するように
なっている。[0004] Since the porous concrete product is formed in a porous shape so that the roots of the plants enter the soil on the slope side, the weight of the porous concrete product is lighter than that of a non-porous high-density concrete product. Nevertheless, it is very heavy for a constructor to lift by manual power, and a fixing member constituting a conventional lifting tool is embedded in a porous concrete product.
【0005】[0005]
【発明が解決しようとする課題】ところが、上記従来の
定着部材は、その外周面に設けたフランジ部の外径が小
さいので、定着部材の内部に吊上げロッドを挿入係止し
てポーラスコンクリート製品を吊上げる際、吊上げロッ
ドの係止部が破壊される以前にフランジ部によりポーラ
スコンクリート製品の一部が破壊されて吊上げ動作を行
うことができなくなる恐れがあった。However, in the above-mentioned conventional fixing member, since the outer diameter of a flange portion provided on the outer peripheral surface thereof is small, a lifting rod is inserted and locked inside the fixing member to produce a porous concrete product. In lifting, there is a possibility that a part of the porous concrete product is broken by the flange portion before the locking portion of the lifting rod is broken, so that the lifting operation cannot be performed.
【0006】又、ポーラスコンクリート製品Cを型枠に
より型成形する場合には、型枠のキャビティの底部に定
着部材を上下逆向きに立設固定してポーラスコンクリー
トを充填する。そして、型枠及び定着部材を振動装置に
より振動させてポーラスコンクリートの充填密度を高め
るとともに、定着部材の全表面へのコンクリートの回り
込みを促進するようにしている。しかし、前記フランジ
部の上面側のコンクリートはフランジ部の下面側へ回り
込み難く、コンクリートの充填密度が低くなり、最も強
度を必要とする箇所のコンクリート強度が低下し、従っ
て、コンクリート製品を吊上げる際に、フランジ部によ
りコンクリートが破壊されて吊り上げ不能になるという
問題があった。When the porous concrete product C is to be formed by a mold, the fixing member is vertically fixed to the bottom of the cavity of the mold so as to be filled with the porous concrete. Then, the mold and the fixing member are vibrated by a vibrating device to increase the packing density of the porous concrete, and to promote the wraparound of the concrete on the entire surface of the fixing member. However, the concrete on the upper surface side of the flange portion is hard to spill to the lower surface side of the flange portion, the packing density of the concrete is low, the concrete strength of the place requiring the most strength is reduced, and therefore, when lifting the concrete product, In addition, there is a problem that concrete is broken by the flange portion and cannot be lifted.
【0007】さらに、従来の定着部材の長さは一定に設
定されていたので、定着部材をコンクリート製品の表面
から深い位置に埋設することができず、ポーラスコンク
リート製品の吊上げ時にポーラスコンクリートが破壊さ
れることがあった。なお、定着部材の上下方向の高さ寸
法を大きくすることにより定着部材のフランジ部をポー
ラスコンクリート製品のより深い位置に埋設することも
考えられる。しかし、この場合には比較的高価な合成樹
脂材料により定着部材全体を構成する必要があり、材料
費の面で問題があった。Furthermore, since the length of the conventional fixing member is fixed, the fixing member cannot be buried deep from the surface of the concrete product, and the porous concrete is broken when the porous concrete product is lifted. There was something. It is also conceivable that the flange portion of the fixing member is buried at a deeper position in the porous concrete product by increasing the vertical dimension of the fixing member. However, in this case, it is necessary to constitute the entire fixing member with a relatively expensive synthetic resin material, and there is a problem in terms of material cost.
【0008】この発明の目的は従来の技術に存する問題
点を解消して、定着部材の周囲におけるポーラスコンク
リートの充填密度を適正化してコンクリート製品に定着
部材を強固に埋設することができ、確実にポーラスコン
クリート製品を吊上げることができるポーラスコンクリ
ート製品の吊上げ具を提供することにある。SUMMARY OF THE INVENTION An object of the present invention is to solve the problems in the prior art, to optimize the packing density of porous concrete around a fixing member, to firmly embed the fixing member in a concrete product, and to surely embed the fixing member. An object of the present invention is to provide a porous concrete product lifting device capable of lifting a porous concrete product.
【0009】この発明の別の目的は上記目的に加えて、
材料費を節減して、製造コストを低減することができる
ポーラスコンクリート製品の吊上げ具を提供することに
ある。Another object of the present invention is to provide, in addition to the above objects,
It is an object of the present invention to provide a porous concrete product lifting device capable of reducing material costs and reducing manufacturing costs.
【0010】[0010]
【課題を解決するための手段】上記問題点を解決するた
めに、請求項1に記載の発明は、ポーラスコンクリート
製品に埋設される有底筒状の定着部材であって、該定着
部材の筒状本体の外周面には吊上げ力をポーラスコンク
リート製品に付与する吊上げ力付与突部を周方向に所定
の空間(g)をおいて複数箇所に設けるとともに、前記
定着部材の筒状本体の底部外表面には案内突部を設け、
ポーラスコンクリート製品の型成形時に型枠のキャビテ
ィ内で上下逆向きに立設された筒状本体の前記案内突部
と対応してその上方の領域に充填されたポーラスコンク
リートを、前記型枠及び筒状本体に振動を付与してポー
ラスコンクリートの充填密度を高める際に、前記案内突
部により前記空間へ案内移動するように構成したことを
要旨とする。SUMMARY OF THE INVENTION In order to solve the above-mentioned problems, an invention according to claim 1 is a bottomed cylindrical fixing member embedded in a porous concrete product, wherein the fixing member has a cylindrical shape. Lifting force imparting projections for imparting a lifting force to the porous concrete product are provided at a plurality of places on the outer peripheral surface of the main body at a predetermined space (g) in the circumferential direction, and at the bottom of the cylindrical body of the fixing member. A guide projection is provided on the surface,
The porous concrete filled in the region above and corresponding to the guide projection of the cylindrical main body which is erected upside down in the cavity of the mold at the time of molding of the porous concrete product is filled with the mold and the cylinder. The gist of the present invention is that when the vibrating body is applied with vibration to increase the filling density of the porous concrete, the guiding protrusion moves to the space.
【0011】請求項2に記載の発明は、請求項1におい
て、前記吊上げ力付与突部の前記筒状本体からの高さ
は、前記筒状本体の外径とほぼ同じかそれ以上に設定さ
れていることをその要旨とする。According to a second aspect of the present invention, in the first aspect, the height of the lifting force applying projection from the cylindrical main body is set to be substantially equal to or greater than the outer diameter of the cylindrical main body. It is the gist of that.
【0012】請求項3に記載の発明は、請求項1又は2
において、前記案内突部は、半球状又は円錐状に形成さ
れていることを要旨とする。請求項4に記載の発明は、
請求項2又は3において、前記吊上げ力付与突部は、下
端ほど外方へ張り出すように三角板状に形成された吊上
げ力付与板部であることを要旨とする。[0012] The invention according to claim 3 is the invention according to claim 1 or 2.
In the above, the gist is that the guide projection is formed in a hemispherical or conical shape. The invention described in claim 4 is
The gist of the present invention is that the lifting force applying projection is a lifting force applying plate portion formed in a triangular plate shape so as to protrude outward toward the lower end.
【0013】請求項5に記載の発明は、請求項4におい
て、前記吊上げ力付与板部の下端面には、前述したポー
ラスコンクリート製品の型形成時において、ポーラスコ
ンクリートを前記空間へ案内移動する案内突条が形成さ
れていることを要旨とする。According to a fifth aspect of the present invention, in the fourth aspect, a guide for guiding and moving the porous concrete into the space is provided on a lower end surface of the lifting force applying plate portion when the above-described porous concrete product is formed. The point is that a ridge is formed.
【0014】請求項6に記載の発明は、請求項1におい
て、前記定着部材を長手方向に複数に分割し、一つの分
割筒体を吊上げ力付与筒体とし、該筒体の上側に位置す
る他の分割筒体を1つ又は複数の継ぎ足し筒体とし、前
記吊上げ力付与筒体を筒状本体と、その外周面に吊上げ
力をポーラスコンクリート製品に付与する吊上げ力付与
突部とにより構成し、前記筒状本体の内周面は前記吊部
材が係止可能なことを要旨とする。According to a sixth aspect of the present invention, in the first aspect, the fixing member is divided into a plurality of parts in the longitudinal direction, and one divided cylinder is a lifting force applying cylinder, and is located above the cylinder. The other divided cylinder is one or a plurality of extension cylinders, and the lifting force applying cylinder is constituted by a cylindrical main body and a lifting force applying projection for applying a lifting force to the porous concrete product on an outer peripheral surface thereof. The gist of the present invention is that the inner peripheral surface of the tubular main body can be locked by the hanging member.
【0015】請求項7に記載の発明は、請求項6におい
て、前記筒状本体の上端外周部には、継ぎ足し筒体の下
端部に設けた大径の嵌合筒部が嵌合固定されていること
を要旨とする。According to a seventh aspect of the present invention, in the sixth aspect, a large-diameter fitting cylindrical portion provided at a lower end portion of the extension cylindrical body is fitted and fixed to an outer peripheral portion of an upper end of the cylindrical main body. The point is that
【0016】請求項8に記載の発明は、請求項7におい
て、前記筒状本体の上端外周面には、前記嵌合筒部の内
周面が圧入嵌合されていることを要旨とする。請求項9
に記載の発明は、請求項8おいて、前記筒状本体の上端
外周面は、上端ほど小径となるテーパ周面に形成され、
前記嵌合筒部の内周面は、下端ほど大径となるテーパ周
面に形成されていることを要旨とする。According to an eighth aspect of the present invention, in the seventh aspect, an inner peripheral surface of the fitting cylindrical portion is press-fitted to an outer peripheral surface of an upper end of the cylindrical main body. Claim 9
In the invention according to claim 8, in claim 8, the outer peripheral surface at the upper end of the cylindrical main body is formed as a tapered peripheral surface having a smaller diameter toward the upper end,
The gist is that the inner peripheral surface of the fitting cylindrical portion is formed as a tapered peripheral surface having a larger diameter toward the lower end.
【0017】請求項10に記載の発明は、請求項6又は
7において、前記筒状本体の上端外周面には雄ネジ部が
形成され、前記継ぎ足し筒体の下端に設けた大径の嵌合
筒部の内周面には前記雄ネジ部に螺合される雌ネジ部が
形成されていることを要旨とする。According to a tenth aspect of the present invention, in the sixth or seventh aspect, a male screw portion is formed on an outer peripheral surface of an upper end of the cylindrical main body, and a large-diameter fitting provided at a lower end of the extension cylindrical body. The gist is that a female screw part to be screwed to the male screw part is formed on the inner peripheral surface of the cylindrical part.
【0018】請求項11に記載の発明は、請求項6〜9
のいずれか一項において、前記筒状本体の外周面には下
端ほど大径となるテーパ周面が形成されていることを要
旨とする。[0018] The invention according to claim 11 is the invention according to claims 6-9.
In any one of the above, the gist is that a tapered peripheral surface having a larger diameter toward the lower end is formed on the outer peripheral surface of the cylindrical main body.
【0019】請求項12に記載の発明は、請求項6〜9
のいずれか一項において、複数の継ぎ足し筒体は直列に
連結可能に同一規格に形成されていることを要旨とす
る。請求項13に記載の発明は、請求項12において、
複数の継ぎ足し筒体は嵌合筒部を有し、その内周面には
テーパ周面が形成され、筒体の上部外周面には上側に連
結される継ぎ足し筒体の嵌合筒部のテーパ周面に圧入嵌
合され、かつ上端ほど小径となるテーパ周面が形成され
ていることを要旨とする。The invention according to claim 12 is the invention according to claims 6 to 9
In any one of the above, the gist is that the plurality of extension cylinders are formed to the same standard so that they can be connected in series. According to a thirteenth aspect, in the twelfth aspect,
The plurality of extension cylinders have a fitting cylinder portion, and a tapered peripheral surface is formed on an inner peripheral surface thereof, and a taper of a fitting cylinder portion of the extension cylinder connected to an upper side is formed on an upper outer peripheral surface of the cylinder body. The gist is that a tapered peripheral surface that is press-fitted to the peripheral surface and that has a smaller diameter toward the upper end is formed.
【0020】請求項14に記載の発明は、請求項13に
おいて、嵌合筒部の内周面には雌ネジ部が形成され、継
ぎ足し筒体の上部外周面には上側に連結される継ぎ足し
筒体の嵌合筒部の雌ネジ部に螺合される雄ネジ部が形成
されていることを要旨とする。According to a fourteenth aspect of the present invention, in the thirteenth aspect, a female thread portion is formed on an inner peripheral surface of the fitting cylindrical portion, and a refill cylinder connected to an upper side on an upper outer peripheral surface of the refill cylinder body. The gist is that a male screw part to be screwed into the female screw part of the fitting cylinder part of the body is formed.
【0021】[0021]
【発明の実施の形態】以下、この発明を具体化した一実
施形態を図1〜図5に基づいて説明する。この実施形態
の吊上げ具は、ポーラスコンクリート製品Cに埋設固定
された定着部材12から構成されている。該定着部材1
2はその挿入孔に挿入して吊部材としての吊上げロッド
13と螺合連結される。前記定着部材12は上下一対の
分割筒体よりなり、下部に位置する分割筒体は吊上げ力
付与筒体14として機能し、該付与筒体14に連結され
た上部に位置する分割筒体は、該付与筒体14のポーラ
スコンクリート製品Cへの埋設深さを適正に設定する継
ぎ足し筒体15として機能する。DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENTS One embodiment of the present invention will be described below with reference to FIGS. The lifting device of this embodiment includes a fixing member 12 embedded and fixed in a porous concrete product C. The fixing member 1
2 is inserted into the insertion hole and screwed and connected to a lifting rod 13 as a hanging member. The fixing member 12 is composed of a pair of upper and lower split cylinders, and the lower split cylinder functions as a lifting force applying cylinder 14, and the upper split cylinder connected to the applying cylinder 14 is: It functions as a replenishing cylinder 15 that appropriately sets the depth of embedding of the application cylinder 14 in the porous concrete product C.
【0022】前記吊上げ力付与筒体14は、有底円筒状
の筒状本体16と、該筒状本体16の底部外表面に一体
形成された後述する案内突部17と、同じく筒状本体1
6の外周面に上下方向に一体形成された三角板状をなす
複数の吊上げ力付与板部18とにより構成されている。
この実施形態では吊上げ力付与板部18は筒状本体16
の周方向に等間隔に4箇所に形成されている。The lifting force applying cylinder 14 includes a cylindrical body 16 having a bottomed cylindrical shape, a guide projection 17 which will be described later integrally formed on the outer surface of the bottom of the cylindrical body 16, and the cylindrical body 1.
6 is constituted by a plurality of lifting force imparting plate portions 18 having a triangular plate shape integrally formed on the outer peripheral surface in the vertical direction.
In this embodiment, the lifting force applying plate portion 18 is
Are formed at four locations at equal intervals in the circumferential direction.
【0023】前記筒状本体16の上端部外周面には上側
ほど小径となるテーパ周面16aが形成されている。前
記継ぎ足し筒体15の下端部には該筒体15よりも大径
の嵌合筒部19が一体に形成され、該嵌合筒部19の内
周面に形成した下端ほど大径となるテーパ周面19aが
前記筒状本体16の上端のテーパ周面16aに圧入嵌合
されている。The outer peripheral surface of the upper end of the cylindrical main body 16 is formed with a tapered peripheral surface 16a having a smaller diameter toward the upper side. A fitting cylinder portion 19 having a larger diameter than the cylinder body 15 is integrally formed at a lower end portion of the extension cylinder body 15, and a taper having a larger diameter as the lower end formed on the inner peripheral surface of the fitting cylinder portion 19 becomes larger. The peripheral surface 19a is press-fitted to the tapered peripheral surface 16a at the upper end of the cylindrical main body 16.
【0024】この実施形態では前記テーパ周面16a,
19aのテーパ角は、例えば0.1〜3.0度の範囲に
設定されている。前記筒状本体16の内周面には前記吊
上げロッド13の下端部に形成した雄ネジ部13aを螺
合して係止するための係止部としての雌ネジ部16bが
形成されている。In this embodiment, the tapered peripheral surface 16a,
The taper angle of 19a is set in a range of, for example, 0.1 to 3.0 degrees. On the inner peripheral surface of the cylindrical main body 16, a female screw portion 16 b is formed as a locking portion for screwing and locking a male screw portion 13 a formed at a lower end portion of the lifting rod 13.
【0025】前記筒状本体16の上部テーパ周面16a
を除いた外周面は下端ほど大径となるテーパ周面16c
に形成されている。この実施形態では前記テーパ周面1
6cのテーパ角は、例えば1.0〜5.0度の範囲に設
定されている。The upper tapered peripheral surface 16a of the cylindrical body 16
The outer peripheral surface excluding is tapered peripheral surface 16c whose diameter becomes larger toward the lower end.
Is formed. In this embodiment, the tapered peripheral surface 1
The taper angle 6c is set, for example, in the range of 1.0 to 5.0 degrees.
【0026】前記吊上げ力付与板部18〜18の上側縁
は下端ほど外側方へ張り出す斜面18aとなっている。
吊上げ力付与板部18〜18の左右両側面は下端ほど肉
厚となる扁平状のテーパ面18b,18bとなってい
る。この実施形態では前記テーパ面18bのテーパ角
は、例えば1.0〜5.0度の範囲に設定されている。
前記吊上げ力付与板部18の先端部には面取部18cが
形成されている。The upper edges of the lifting force applying plates 18 to 18 are inclined surfaces 18a projecting outward toward the lower end.
The left and right side surfaces of the lifting force imparting plate portions 18 to 18 are flat tapered surfaces 18b, 18b whose thickness is increased toward the lower end. In this embodiment, the taper angle of the tapered surface 18b is set, for example, in a range of 1.0 to 5.0 degrees.
A chamfered portion 18c is formed at the tip of the lifting force applying plate portion 18.
【0027】前記吊上げ力付与板部18の張り出し高さ
Hは、筒状本体16の外径D1とほぼ同じに設定されて
いる。外径D1を例えば26mmとすると、張り出し高
さHは、26mmかそれ以上に設定されている。即ち、
外径D1,張り出し高さHの寸法比を、1対1〜2の範
囲に設定している。The projecting height H of the lifting force applying plate portion 18 is set substantially equal to the outer diameter D1 of the cylindrical main body 16. Assuming that the outer diameter D1 is, for example, 26 mm, the overhang height H is set to 26 mm or more. That is,
The dimensional ratio of the outer diameter D1 and the overhang height H is set in the range of 1: 1-2.
【0028】前記筒状本体16の内径D2は継ぎ足し筒
体15の内径D3と同じかそれよりも小さく設定されて
いる。内径D2を20.5mmとすると、内径D3は2
0.5〜22.0mmの範囲に設定されている。The inner diameter D2 of the cylindrical main body 16 is set to be equal to or smaller than the inner diameter D3 of the extension cylindrical body 15. If the inner diameter D2 is 20.5 mm, the inner diameter D3 is 2
It is set in the range of 0.5 to 22.0 mm.
【0029】図3は定着部材12を上下逆にした斜視図
である。この図3から明らかなように、筒状本体16の
底部26e外表面にはポーラスコンクリート製品Cの型
成形時において、後述するようにコンクリートの充填密
度を均一化するための案内突部17が一体に形成されて
いる。この案内突部17は四半円弧状をなす複数の案内
突条17aを放射状に形成して構成されている。前記吊
上げ力付与板部18の底辺部には前記案内突条17aに
連続するように直線状の案内突条18dが一体に形成さ
れている。この案内突条17a,18dの横断面は、半
円形に形成されている。FIG. 3 is a perspective view in which the fixing member 12 is turned upside down. As is apparent from FIG. 3, a guide projection 17 for uniforming the filling density of the concrete is formed integrally with the outer surface of the bottom 26e of the cylindrical main body 16 at the time of molding the porous concrete product C as described later. Is formed. The guide protrusion 17 is formed by forming a plurality of guide protrusions 17a having a quarter-arc shape in a radial shape. A linear guide ridge 18d is integrally formed on the bottom side of the lifting force applying plate 18 so as to be continuous with the guide ridge 17a. The cross section of each of the guide ridges 17a and 18d is formed in a semicircular shape.
【0030】そこで、図4に基づいてポーラスコンクリ
ート製品Cの型成形方法を説明する。31は図示しない
振動付与装置のテーブル上に載置された有底四角箱状
(底板の一部のみ図示する)をなす型枠であって、その
底部には定着部材12を逆向きに立設するための支持ピ
ン32が複数箇所(一箇所のみ図示)に固定されてい
る。なお、この型枠31は4枚の成形側板が離型のため
開放される構成となっている。支持ピン32は筒体15
の孔15aに嵌合されている。33は図示しない加圧装
置の動力により下方に押圧される加圧板であって、充填
された未硬化のポーラスコンクリートの上面を下方に押
圧してポーラスコンクリートの充填密度を高める。図4
では加圧板33は、薄く図示されているが、実際には肉
厚の大きい鉄板が用いられ、例えば全体として1〜数ト
ンの押圧荷重がポーラスコンクリート上面に加えられ
る。The method of molding the porous concrete product C will now be described with reference to FIG. Numeral 31 denotes a bottomed square box-shaped (only a part of the bottom plate is shown) mounted on a table of a vibration imparting device (not shown), and the fixing member 12 is provided upright on the bottom thereof in a reverse direction. Support pins 32 are fixed at a plurality of locations (only one location is shown). The mold frame 31 has a configuration in which four molding side plates are opened for release. The support pin 32 is a cylinder 15
Hole 15a. Reference numeral 33 denotes a pressing plate which is pressed downward by the power of a pressing device (not shown), and presses the upper surface of the filled uncured porous concrete downward to increase the packing density of the porous concrete. FIG.
Although the pressing plate 33 is illustrated as being thin, a thick iron plate is actually used, and a pressing load of, for example, 1 to several tons is applied to the upper surface of the porous concrete as a whole.
【0031】図4に示すように、型枠31のキャビティ
内に定着部材12及び未硬化のポーラスコンクリートが
充填され、かつ加圧板33がコンクリート上面に載置さ
れた状態で振動装置が作動されると、ポーラスコンクリ
ートは振動及び加圧板33の加圧力により粒子相互の隙
間を減少させながら圧縮されるので、充填密度が高くな
る。As shown in FIG. 4, the vibration device is operated in a state where the fixing member 12 and the uncured porous concrete are filled in the cavity of the mold 31 and the pressing plate 33 is placed on the upper surface of the concrete. Then, the porous concrete is compressed while reducing the gap between the particles by the vibration and the pressing force of the pressure plate 33, so that the packing density is increased.
【0032】ポーラスコンクリートが硬化した後、離型
して上下逆向きにすると、図5に示すようなコンクリー
ト製品Cとなる。前記定着部材12は、製品Cの複数箇
所(例えば二箇所)に埋設される。この定着部材12を
利用してコンクリート製品Cを吊上げるには、継ぎ足し
筒体15の孔15aから吊上げロッド13を挿入し、そ
の下端雄ネジ部13aを筒状本体16の内周面に形成し
た雌ネジ部16bに螺合する。そして、吊上げロッド1
3の上端に設けた係止リング21に吊り下げロープ22
を掛止してクレーン等により持ち上げ、製品Cの積み卸
しを行う。After the porous concrete has hardened, it is released from the mold and turned upside down to obtain a concrete product C as shown in FIG. The fixing member 12 is embedded in a plurality of places (for example, two places) of the product C. In order to lift the concrete product C using the fixing member 12, a lifting rod 13 is inserted from the hole 15a of the extension cylinder 15 and the lower male screw portion 13a is formed on the inner peripheral surface of the cylindrical main body 16. It is screwed into the female screw part 16b. And the lifting rod 1
3 is suspended from a locking ring 21 provided at the upper end of the
And lift it up with a crane or the like to load and unload the product C.
【0033】なお、ポーラスコンクリート製品Cの縦横
の長さ寸法が998mmの場合、厚さ寸法が120m
m、160mm、220mm、350mmで、それらの
重量は184Kg、260Kg、377Kg、551K
gとなる。これらに埋設する定着部材12の外径D1と
吊上げ力付与板部18の張り出し高さHの寸法比を、1
対1〜2の範囲に設定した場合に、ポーラスコンクリー
ト製品Cへの埋め込み個数を二個、それらの埋め込み深
さを60mm、75mm、100mm、150mmに設
定することによりコンクリート製品の吊り上げ時に該製
品が破壊されないことが分かった。When the length and width of the porous concrete product C is 998 mm, the thickness is 120 m.
m, 160mm, 220mm, 350mm, their weight is 184Kg, 260Kg, 377Kg, 551K
g. The dimensional ratio of the outer diameter D1 of the fixing member 12 embedded therein to the overhanging height H of the lifting force applying plate portion 18 is 1
When set in the range of pairs 1-2, the number of embedding in the porous concrete product C is two, and the embedding depth thereof is set to 60 mm, 75 mm, 100 mm, and 150 mm, so that the product can be lifted when the concrete product is lifted. Turned out not to be destroyed.
【0034】次に、前記のように構成したポーラスコン
クリート製品の吊上げ具について、その効果を説明す
る。 (1)前記実施形態では、筒状本体16の底部に案内突
部17を設けたので、ポーラスコンクリート製品Cの型
成形の際の振動時に筒状本体16の底部16e上方に充
填されたポーラスコンクリートが図4に矢印で示すよう
に複数の吊上げ力付与板部18〜18の間に形成された
空間g〜g(図3参照)へ円滑に回り込み、充填密度が
均一化され、かつ高められる。このため、吊上げ力付与
筒体14を埋設するコンクリートの強度が高められ、吊
り上げ強度を確保して製品を確実に吊り上げることがで
きる。Next, the effects of the porous concrete product lifting device configured as described above will be described. (1) In the above embodiment, since the guide projection 17 is provided at the bottom of the cylindrical main body 16, the porous concrete filled above the bottom 16e of the cylindrical main body 16 at the time of vibration during the molding of the porous concrete product C. 4 smoothly goes into spaces g to g (see FIG. 3) formed between the plurality of lifting force applying plate portions 18 to 18 as indicated by arrows in FIG. 4, and the packing density is made uniform and increased. For this reason, the strength of the concrete in which the lifting force imparting cylindrical body 14 is embedded is increased, and the product can be reliably lifted while securing the lifting strength.
【0035】(2)前記実施形態では、吊上げ力付与板
部18の底辺側に案内突条18dを設けたので、製品C
の型成形時に底辺の上方のポーラスコンクリートを前記
空間gへ案内することができ、充填密度を均一化し、か
つ高めることがてきる。(2) In the above embodiment, since the guide ridge 18d is provided on the bottom side of the lifting force applying plate portion 18, the product C
The porous concrete above the bottom side can be guided to the space g at the time of the molding, and the packing density can be made uniform and increased.
【0036】(3)前記実施形態では、吊上げ力付与板
部18を三角板状に形成したので、製品Cの型成形時に
おいて、斜面18aへのポーラスコンクリートの回り込
みを適正に行い、吊り上げ時に最も強度を必要とする部
位のポーラスコンクリートの充填密度を高めることがで
きる。(3) In the above embodiment, since the lifting force applying plate portion 18 is formed in a triangular plate shape, the porous concrete is appropriately wound around the slope 18a during the molding of the product C, and the highest strength is obtained during the lifting. The filling density of the porous concrete in the part requiring the above can be increased.
【0037】(4)前記実施形態では、ポーラスコンク
リート製品Cに埋設固定される定着部材12を吊上げ力
付与筒体14と継ぎ足し筒体15とにより構成した。こ
のため、吊上げ力付与筒体14を機械的強度の強い高価
な合成樹脂材料により構成し、継ぎ足し筒体15を機械
的強度の低い安価な合成樹脂材料により構成することが
でき、定着部材12の材料費を節減することができる。
前記筒体14の材料として6.6ナイロンにガラス繊維
を30%含有させたものを用い、継ぎ足し筒体15の材
料としてポリプロピレン樹脂を用いることにより、定着
部材12全体の材料費を低減することができる。(4) In the above embodiment, the fixing member 12 embedded and fixed in the porous concrete product C is constituted by the lifting force applying cylinder 14 and the extension cylinder 15. For this reason, the lifting force applying cylinder 14 can be made of an expensive synthetic resin material having high mechanical strength, and the extension cylinder 15 can be made of an inexpensive synthetic resin material having low mechanical strength. Material costs can be reduced.
By using 6.6 nylon containing 30% glass fiber as the material of the cylinder 14 and using polypropylene resin as the material of the extension cylinder 15, the material cost of the entire fixing member 12 can be reduced. it can.
【0038】(5)前記実施形態では、定着部材12を
吊上げ力付与筒体14と継ぎ足し筒体15とにより分割
形成したので、安価な継ぎ足し筒体15を長くするのみ
で、定着部材12全体の長さ寸法を長く設定することが
でき、このため、ポーラスコンクリート製品Cの深い位
置に吊上げ力付与筒体14を安価に埋設することができ
る。(5) In the above embodiment, since the fixing member 12 is formed separately from the lifting force applying cylinder 14 and the extension cylinder 15, only the inexpensive extension cylinder 15 is lengthened, and the entire fixing member 12 is formed. The length dimension can be set long, and therefore, the lifting force applying cylinder 14 can be embedded at a low position in the porous concrete product C at low cost.
【0039】(6)前記実施形態では、筒状本体16の
上端外周面にテーパ周面16aを設け、継ぎ足し筒体1
5の下端部の嵌合筒部19の内周面にテーパ周面19a
を設けて、両テーパ周面を圧入嵌合したので、工場やポ
ーラスコンクリート製品の製造現場において吊上げ力付
与筒体14と継ぎ足し筒体15を叩き込みにより簡単に
結合することができる。又、ポーラスコンクリート製品
の大きさに応じて、異なる長さ寸法の継ぎ足し筒体15
〜15のなかから適した長さ寸法の筒体15を選択する
こともできる。(6) In the above embodiment, the tapered peripheral surface 16a is provided on the outer peripheral surface of the upper end of the cylindrical main body 16, and
5 has a tapered peripheral surface 19a on the inner peripheral surface of the fitting cylindrical portion 19 at the lower end.
Is provided, and both tapered peripheral surfaces are press-fitted, so that the lifting force applying cylinder 14 and the extension cylinder 15 can be easily joined by tapping in a factory or a production site of a porous concrete product. In addition, depending on the size of the porous concrete product, the extension cylinders 15 having different lengths are provided.
To 15, a cylindrical body 15 having a suitable length can be selected.
【0040】(7)前記実施形態では、筒状本体16の
外周面を下端ほど大径となるテーパ周面16cとしたこ
とにより、筒状本体16の外周面自身がポーラスコンク
リート製品に対し吊上げ力の一部を付与する部材として
機能するとともに、筒状本体16の機械的強度を向上す
ることができる。(7) In the above embodiment, the outer peripheral surface of the cylindrical main body 16 is a tapered peripheral surface 16c whose diameter becomes larger toward the lower end. Can function as a member for providing a part of the cylindrical body 16, and the mechanical strength of the tubular main body 16 can be improved.
【0041】(8)前記実施形態では、吊上げ力付与筒
体14の吊上げ力付与板部18の張り出し高さHを、筒
状本体16の外径D1寸法とほぼ同じかそれ以上に設定
したので、ポーラスコンクリート製品に吊上げ力付与筒
体14を埋設したときに、コンクリート製品を破壊する
ことなく確実に吊上げることができる。(8) In the above embodiment, the overhanging height H of the lifting force applying plate portion 18 of the lifting force applying cylinder 14 is set to be approximately the same as or larger than the outer diameter D1 of the cylindrical main body 16. When the lifting force applying cylinder 14 is embedded in the porous concrete product, the concrete product can be reliably lifted without being broken.
【0042】(9)前記実施形態では、吊上げ力付与板
部18の左右両側面を下端ほど肉厚となるテーパ面18
b,18bとしたので、吊上げ力付与板部18全体をポ
ーラスコンクリート製品に対し吊上げ力を付与する面と
して機能させることができる。(9) In the above embodiment, the tapered surface 18 is formed such that the left and right side surfaces of the lifting force applying plate portion 18 are thicker toward the lower end.
Since b and 18b are used, the entire lifting force applying plate portion 18 can function as a surface for applying a lifting force to the porous concrete product.
【0043】なお、この実施形態は以下のように変更し
て具体化することもできる。以下の実施形態において、
図1に示す実施形態の効果(1)〜(9)と同様の効果
は省略し、異なる効果について記載する。This embodiment can be embodied with the following modifications. In the following embodiments,
Effects similar to the effects (1) to (9) of the embodiment shown in FIG. 1 are omitted, and different effects will be described.
【0044】・図6に示すように、案内突部17を半球
状の案内面17bを有する半球体に形成したり、図7に
示すように、円錐状の案内面17bを有する円錐体にし
たり、その他図示しないが、三角錐体にしたり四角錐体
にしたりしてもよい。As shown in FIG. 6, the guide projection 17 may be formed in a hemisphere having a hemispherical guide surface 17b, or as shown in FIG. 7, may be formed in a cone having a conical guide surface 17b. Although not shown, a triangular pyramid or a quadrangular pyramid may be used.
【0045】これらの実施形態では、製品Cの型成形時
にポーラスコンクリートがさらに円滑に前記空間gに案
内移動される。 ・図8に示すように、吊上げ力付与板部18〜18の上
下方向の高さ寸法を短くすることもできる。In these embodiments, the porous concrete is guided and moved to the space g more smoothly during the molding of the product C. -As shown in FIG. 8, the height dimension of the lifting force imparting plate portions 18 to 18 in the vertical direction can be reduced.
【0046】この場合には、吊上げ力付与板部の個数を
4個に代えて、5〜8個に増加することにより吊上げ力
を確保することができる。 ・図9に示すように、継ぎ足し筒体15を単一径の円筒
状に構成し、筒状本体16の上端部に大径の嵌合筒部1
9を設ける。継ぎ足し筒体15の下端外周部には下端ほ
ど小径となるテーパ周面15bを形成し、このテーパ周
面15bを嵌合筒部19のテーパ周面19aに圧入嵌合
する。筒体15の下端寄り外周には該筒体15の上方へ
の抜け出しを防止するフランジ部15cを一体に形成す
る。In this case, the lifting force can be ensured by increasing the number of the lifting force applying plate portions to five to eight instead of four. As shown in FIG. 9, the refill cylinder 15 is formed into a single-diameter cylindrical shape, and the large-diameter fitting cylinder 1 is attached to the upper end of the cylindrical main body 16.
9 is provided. A tapered peripheral surface 15 b having a smaller diameter toward the lower end is formed in the outer peripheral portion at the lower end of the extension tubular body 15, and the tapered peripheral surface 15 b is press-fitted to the tapered peripheral surface 19 a of the fitting tubular portion 19. A flange portion 15c for preventing the cylindrical body 15 from slipping upward is integrally formed on the outer periphery of the cylindrical body 15 near the lower end.
【0047】・図10に示すように、筒状本体16の上
端外周部に雄ネジ部16dを形成し、継ぎ足し筒体15
の嵌合筒部19の内周面に雌ネジ部19bを形成し、該
雌ネジ部19bに前記雄ネジ部16dを螺合するように
してもよい。As shown in FIG. 10, a male screw portion 16d is formed on the outer peripheral portion of the upper end of the cylindrical main body 16, and
A female screw portion 19b may be formed on the inner peripheral surface of the fitting cylindrical portion 19, and the male screw portion 16d may be screwed into the female screw portion 19b.
【0048】この実施形態では、両筒体15と筒状本体
16を確実に連結することができる。 ・図11に示すように、同一規格あるいは長さ寸法の異
なる継ぎ足し筒体15を複数個上下方向に直列に連結す
るようにしてもよい。In this embodiment, the two cylindrical bodies 15 and the cylindrical main body 16 can be securely connected. As shown in FIG. 11, a plurality of extension cylinders 15 having the same standard or different lengths may be connected in series in the vertical direction.
【0049】この実施形態では、継ぎ足し筒体15〜1
5の上端部に形成したテーパ周面15bを上側に位置す
る筒体15の嵌合筒部19のテーパ周面19aに圧入嵌
合することにより定着部材12の全体の長さ寸法を容易
に変更することができる。In this embodiment, the additional cylinders 15-1
The entire length of the fixing member 12 can be easily changed by press-fitting the tapered peripheral surface 15b formed at the upper end portion of the fixing member 12 to the tapered peripheral surface 19a of the fitting cylindrical portion 19 of the cylindrical body 15 located on the upper side. can do.
【0050】・図12に示すように、継ぎ足し筒体15
の嵌合筒部19の内周面に雌ネジ部19bを設け、上端
外周面に雄ネジ部15dを設けてもよい。この実施形態
では、同一規格あるいは長さ寸法のみを相違させた複数
の継ぎ足し筒体15〜15を用意しておき、これらを直
列に連結することにより定着部材12の全体の長さ寸法
を容易に変更することができる。. As shown in FIG.
A female screw portion 19b may be provided on the inner peripheral surface of the fitting cylindrical portion 19, and a male screw portion 15d may be provided on the outer peripheral surface of the upper end. In this embodiment, a plurality of extension cylinders 15 to 15 having the same standard or different lengths are prepared in advance, and these are connected in series so that the overall length of the fixing member 12 can be easily adjusted. Can be changed.
【0051】・図13に示すように、筒体15を省略し
て、筒状本体16を延長してもよい。この実施形態で
は、部品点数を低減して製造を容易に行うことができ
る。 ・図示しないが、吊上げ力付与板部18〜18の斜面1
8a〜18aが先端ほど連続的又は段階的に広くなるよ
うに形成してもよい。As shown in FIG. 13, the tubular body 15 may be omitted and the tubular body 16 may be extended. In this embodiment, the number of components can be reduced and the manufacture can be easily performed. Although not shown, the slope 1 of the lifting force applying plate portions 18 to 18
8a to 18a may be formed so as to increase continuously or stepwise toward the tip.
【0052】この実施形態では、斜面18aの垂直方向
の投影面積を平行な斜面18aと比較して吊上げ力の確
保に有効に利用することができる。即ち、ポーラスコン
クリート製品は、筒状本体16の外周面から離れるほど
破壊され難くなるので、破壊され難い側の斜面18aの
面積を大きくすることが望ましい。In this embodiment, the projected area in the vertical direction of the slope 18a can be effectively used for securing the lifting force as compared with the parallel slope 18a. That is, since the porous concrete product is more difficult to be broken as it is farther from the outer peripheral surface of the cylindrical main body 16, it is desirable to increase the area of the slope 18a on the hardly broken side.
【0053】・前記実施形態では、吊上げロッド13の
下端雄ネジ部13aを筒状本体16の雌ネジ部16bに
螺合してポーラスコンクリート製品を吊上げるようにし
たが、この結合構造に代えて、図示しないが、筒状本体
16の内周面に係合凹部を設け、吊上げロッド13の下
端部に前記係合凹部に係合し得る係合ピンを突設するよ
うにした構成としてもよい。In the above-described embodiment, the male threaded portion 13a at the lower end of the lifting rod 13 is screwed into the female threaded portion 16b of the cylindrical main body 16 to lift the porous concrete product. Although not shown, an engagement recess may be provided on the inner peripheral surface of the cylindrical main body 16, and an engagement pin capable of engaging with the engagement recess may be protruded from the lower end of the lifting rod 13. .
【0054】・定着部材12をポーラスコンクリート製
品Cに対し横向きに埋設し、吊上げロッド13を横向き
に挿入係止して、製品Cを吊上げるために使用すること
もできる。The fixing member 12 may be embedded in the porous concrete product C in a horizontal direction, and the lifting rod 13 may be inserted and locked in a horizontal direction to lift the product C.
【0055】・前記吊上げ力付与板部18を2箇所、3
箇所あるいは5箇所以上にしてもよい。しかし、個数が
増加すると空間gが小さくなり、製品Cの型成形時にポ
ーラスコンクリートの空間gへの充填が円滑に行われ難
いので、2〜6箇所が望ましい。The lifting force applying plate 18 is provided at two places,
Or five or more locations. However, as the number increases, the space g becomes smaller, and it is difficult to smoothly fill the space g with the porous concrete at the time of molding the product C. Therefore, two to six locations are desirable.
【0056】次に、前記実施形態から把握される請求項
以外の技術思想について以下に説明する。 (技術思想1) 請求項1〜14のいずれか一項に記載
した定着部材12を複数箇所に埋設したポーラスコンク
リート製品。Next, technical ideas other than the claims grasped from the embodiment will be described below. (Technical idea 1) A porous concrete product in which the fixing member 12 according to any one of claims 1 to 14 is embedded at a plurality of locations.
【0057】技術思想1に記載の発明は、定着部材を組
込んだポーラスコンクリート製品の吊上げ強度を向上す
ることができる。 (技術思想2) 請求項4において、吊上げ力付与板部
の左右両側面には、下端ほど厚肉となるテーパ面が形成
されているポーラスコンクリート製品の吊上げ具。The invention described in the technical concept 1 can improve the lifting strength of a porous concrete product incorporating a fixing member. (Technical idea 2) The lifting tool for a porous concrete product according to claim 4, wherein the left and right side surfaces of the lifting force applying plate portion have tapered surfaces that are thicker toward the lower end.
【0058】この技術思想2では、左右の側面が平行な
吊上げ力付与板部と比較して吊上げ力を増大することが
できる。 (定義)この明細書では吊上げ力付与突部は、前記吊上
げ力付与板部18の他に、横棒状の突起や、横U字状の
突部あるいは閉環状の突部等も含むものとする。According to the technical idea 2, the lifting force can be increased as compared with the lifting force applying plate portion whose left and right side surfaces are parallel. (Definition) In this specification, the lifting force applying projection includes, in addition to the lifting force applying plate 18, a horizontal bar-shaped projection, a horizontal U-shaped projection, or a closed annular projection.
【0059】又、前記空間gは外側方に開放されたもの
以外に閉環状の隙間も含むものとする。The space g also includes a closed annular gap in addition to the space opened outward.
【0060】[0060]
【発明の効果】以上詳述したように、請求項1〜14に
記載の発明は、ポーラスコンクリート製品に対する定着
部材の埋設強度を向上して、製品を確実に吊上げること
ができる。As described above in detail, according to the first to fourteenth aspects of the present invention, the strength of burying the fixing member in the porous concrete product can be improved, and the product can be reliably lifted.
【0061】請求項1及び2記載の発明は、コンクリー
ト製品の型成形時に複数の吊上げ力付与突部の間の空間
にポーラスコンクリートを均一かつ確実に充填して埋設
強度をさらに向上することができる。According to the first and second aspects of the present invention, at the time of molding a concrete product, the space between the plurality of lifting force applying projections can be uniformly and reliably filled with the porous concrete to further improve the burying strength. .
【0062】請求項3記載の発明は、コンクリート製品
の型成形時にポーラスコンクリートの吊上げ力付与突部
の間の空間への案内移動を円滑に行い、定着部材の埋設
強度をさらに向上することができる。According to the third aspect of the present invention, when the concrete product is molded, the guide movement to the space between the lifting force applying projections of the porous concrete can be smoothly performed, and the burying strength of the fixing member can be further improved. .
【0063】請求項4記載の発明は、三角形状の吊上げ
力付与板部としたので、コンクリート製品の型成形時に
板部の傾斜面と対応する下側空間へのコンクリートの回
り込みが確実となり吊上げ強度を向上することができ
る。According to the fourth aspect of the present invention, since the triangular lifting force imparting plate portion is used, the concrete can be surely wrapped into the lower space corresponding to the inclined surface of the plate portion during the molding of the concrete product, and the lifting strength can be increased. Can be improved.
【0064】請求項5記載の発明は、コンクリート製品
の型成形時に吊上げ力付与板部の下端面に形成した案内
突条によりコンクリートの前記各板部の空間への案内移
動を円滑に行い、コンクリートの充填密度を均一化する
ことができる。According to a fifth aspect of the present invention, a guide ridge formed on a lower end face of a lifting force applying plate portion at the time of molding a concrete product smoothly guides concrete into the space of each of the plate portions, and Can be made uniform in packing density.
【0065】請求項6に記載の発明は、材料費を節減し
て、製造コストを低減することができる。請求項7に記
載の発明は、筒状本体の上端外周部に、継ぎ足し筒体の
下端部に設けた大径の嵌合筒部が嵌合固定されているの
で、嵌合構造を簡素化することができる。According to the sixth aspect of the present invention, material costs can be reduced and manufacturing costs can be reduced. According to the seventh aspect of the present invention, the large-diameter fitting tubular portion provided at the lower end of the extension tubular body is fitted and fixed to the outer peripheral portion of the upper end of the tubular main body, so that the fitting structure is simplified. be able to.
【0066】請求項8に記載の発明は、筒状本体の上端
外周面に嵌合筒部の内周面が圧入嵌合されているので、
嵌合動作を迅速に行うことができる。請求項9に記載の
発明は、筒状本体の上端外周面は、上端ほど小径となる
テーパ周面に形成され、嵌合筒部の内周面は、下端ほど
大径となるテーパ周面に形成されているので、嵌合動作
を迅速に行うことができる。According to the eighth aspect of the present invention, the inner peripheral surface of the fitting cylindrical portion is press-fitted to the outer peripheral surface of the upper end of the cylindrical main body.
The fitting operation can be performed quickly. According to a ninth aspect of the present invention, the outer peripheral surface of the upper end of the cylindrical main body is formed on a tapered peripheral surface having a smaller diameter toward the upper end, and the inner peripheral surface of the fitting cylindrical portion has a tapered peripheral surface with a larger diameter toward the lower end. Since it is formed, the fitting operation can be performed quickly.
【0067】請求項10に記載の発明は、筒状本体の上
端外周面には雄ネジ部が形成され、継ぎ足し筒体の下端
に設けた大径の嵌合筒部の内周面には雄ネジ部に螺合さ
れる雌ネジ部が形成されているので、連結状態を確実に
保持することができる。According to a tenth aspect of the present invention, a male screw portion is formed on the outer peripheral surface of the upper end of the cylindrical main body, and a male screw is formed on the inner peripheral surface of the large-diameter fitting cylindrical portion provided at the lower end of the extension cylindrical body. Since the female screw portion to be screwed to the screw portion is formed, the connected state can be reliably maintained.
【0068】請求項11に記載の発明は、筒状本体の外
周面には下端ほど大径となるテーパ周面が形成されてい
るので、筒状本体が吊上げ力の一部を分担して、吊上げ
力を増大することができるとともに、雌ネジを形成した
状態で、筒状本体の機械的強度を向上することができ
る。According to the eleventh aspect of the present invention, since the outer peripheral surface of the cylindrical main body is formed with a tapered peripheral surface having a larger diameter toward the lower end, the cylindrical main body shares a part of the lifting force, The lifting force can be increased, and the mechanical strength of the tubular main body can be improved with the female screw formed.
【0069】請求項12に記載の発明では、複数の継ぎ
足し筒体は直列に連結可能に同一規格に形成されている
ので、継ぎ足し筒体の全長の調整を容易に行うことがで
きる。According to the twelfth aspect of the invention, since the plurality of extension cylinders are formed to the same standard so that they can be connected in series, the total length of the extension cylinder can be easily adjusted.
【0070】請求項13に記載の発明は、複数の継ぎ足
し筒体を容易に嵌合連結することができる。請求項14
に記載の発明は、複数の継ぎ足し筒体を確実に螺合連結
することができる。According to the thirteenth aspect, a plurality of extension cylinders can be easily fitted and connected. Claim 14
In the invention described in (1), a plurality of extension cylinders can be securely screwed and connected.
【図1】 定着部材をポーラスコンクリート製品に埋設
した状態を示す縦断面図。FIG. 1 is a longitudinal sectional view showing a state in which a fixing member is embedded in a porous concrete product.
【図2】 定着部材の分解斜視図。FIG. 2 is an exploded perspective view of a fixing member.
【図3】 定着部材を上下逆向きにした斜視図。FIG. 3 is a perspective view in which a fixing member is turned upside down.
【図4】 定着部材を逆にしてポーラスコンクリート製
品を型成形する方法を説明する部分縦断面図。FIG. 4 is a partial longitudinal sectional view illustrating a method of forming a porous concrete product by reversing the fixing member.
【図5】 ポーラスコンクリート製品の吊上げ状態を示
す斜視図。FIG. 5 is a perspective view showing a suspended state of a porous concrete product.
【図6】 別の実施形態を示す吊上げ力付与筒体のみの
斜視図。FIG. 6 is a perspective view of only a lifting force applying cylinder showing another embodiment.
【図7】 別の実施形態を示す吊上げ力付与筒体のみの
斜視図。FIG. 7 is a perspective view of only a lifting force applying cylinder showing another embodiment.
【図8】 別の実施形態を示す吊上げ力付与筒体のみの
斜視図。FIG. 8 is a perspective view of only a lifting force applying cylinder showing another embodiment.
【図9】 別の実施形態を示す定着部材の縦断面図。FIG. 9 is a longitudinal sectional view of a fixing member according to another embodiment.
【図10】 別の実施形態を示す定着部材の縦断面図。FIG. 10 is a longitudinal sectional view of a fixing member according to another embodiment.
【図11】 別の実施形態を示す定着部材の正面図。FIG. 11 is a front view of a fixing member according to another embodiment.
【図12】 別の実施形態を示す継ぎ足し筒体のみの断
面図。FIG. 12 is a cross-sectional view of another embodiment of the present invention, showing only the extension cylinder.
【図13】 別の実施形態を示す定着部材の縦断面図。FIG. 13 is a longitudinal sectional view of a fixing member according to another embodiment.
12…定着部材、13…吊部材としての吊上げロッ
ド、14…吊上げ力付与筒体、15…継ぎ足し筒体、1
6…筒状本体、16a…テーパ周面、16b…係止部と
しての雌ネジ部、16c…テーパ周面、17…案内突
部、17a…案内突条、17b…案内面、18…吊上げ
力付与突部としての吊上げ力付与板部、18a…斜面、
18b…テーパ面、19…嵌合筒部、19a…テーパ周
面、19b…雌ネジ部、19c…雄ネジ部、C…ポーラ
スコンクリート製品。Reference numeral 12: fixing member, 13: lifting rod as a hanging member, 14: lifting force applying cylinder, 15: extension cylinder, 1
Reference numeral 6: cylindrical main body, 16a: tapered peripheral surface, 16b: female screw portion as a locking portion, 16c: tapered peripheral surface, 17: guide projection, 17a: guide projection, 17b: guide surface, 18: lifting force Lifting force imparting plate portion as imparting projection, 18a ... slope,
18b: tapered surface, 19: fitting cylindrical portion, 19a: tapered peripheral surface, 19b: female screw portion, 19c: male screw portion, C: porous concrete product.
Claims (14)
有底筒状の定着部材(12)であって、 該定着部材(12)の筒状本体(16)の外周面には吊
上げ力をポーラスコンクリート製品に付与する吊上げ力
付与突部(18)を周方向に所定の空間(g)をおいて
複数箇所に設けるとともに、 前記定着部材(12)の筒状本体(16)の底部(16
e)外表面には案内突部(17)を設け、ポーラスコン
クリート製品の型成形時に型枠(31,33)のキャビ
ティ内で上下逆向きに立設された筒状本体(16)の前
記案内突部(17)と対応してその上方の領域に充填さ
れたポーラスコンクリートを、前記型枠(31,33)
及び筒状本体(16)に振動を付与してポーラスコンク
リートの充填密度を高める際に、前記案内突部(17)
により前記空間(g)へ案内移動するように構成したポ
ーラスコンクリート製品の吊上げ具。A bottomed cylindrical fixing member (12) embedded in a porous concrete product, wherein a lifting force is applied to the outer peripheral surface of a cylindrical main body (16) of the fixing member (12). Are provided at a plurality of locations with a predetermined space (g) in the circumferential direction, and the bottom (16) of the cylindrical body (16) of the fixing member (12) is provided.
e) A guide projection (17) is provided on the outer surface to guide the cylindrical body (16), which is installed upside down in the cavity of the formwork (31, 33) during the molding of the porous concrete product. The porous concrete filled in the area above and corresponding to the projection (17) is filled with the formwork (31, 33).
When the vibration is applied to the cylindrical body (16) to increase the packing density of the porous concrete, the guide projection (17)
A lifting tool for a porous concrete product, configured to guide and move to the space (g).
状本体(16)からの高さ(H)は、前記筒状本体(1
6)の外径(D1)とほぼ同じかそれ以上に設定されて
いることを特徴とする請求項1に記載のポーラスコンク
リート製品の吊上げ具。2. A height (H) of the lifting force applying projection (18) from the cylindrical body (16) is equal to the height of the cylindrical body (1).
The lifting tool for a porous concrete product according to claim 1, wherein the outer diameter (D1) is set to be substantially the same as or larger than (6).
(17)は、半球状又は円錐状に形成されているポーラ
スコンクリート製品の吊上げ具。3. A lifting tool for a porous concrete product according to claim 1, wherein the guide projection is formed in a hemispherical or conical shape.
付与突部(18)は、下端ほど外方へ張り出すように三
角板状に形成された吊上げ力付与板部(18)であるポ
ーラスコンクリート製品の吊上げ具。4. The porous concrete according to claim 2, wherein the lifting force applying projection (18) is a lifting force applying plate portion (18) formed in a triangular plate shape so as to project outward toward a lower end. Product lifting equipment.
部(18)の下端面には、前述したポーラスコンクリー
ト製品の型形成時において、ポーラスコンクリートを前
記空間(g)へ案内移動する案内突条(18d)が形成
されているポーラスコンクリート製品の吊上げ具。5. A guide projection for guiding and moving porous concrete into said space (g) at the time of forming the aforementioned porous concrete product at the lower end surface of said lifting force applying plate portion (18). A lifting tool for a porous concrete product on which a strip (18d) is formed.
2)を長手方向に複数に分割し、一つの分割筒体を吊上
げ力付与筒体(14)とし、該筒体(14)の上側に位
置する他の分割筒体を1つ又は複数の継ぎ足し筒体(1
5)とし、前記吊上げ力付与筒体(14)を筒状本体
(16)と、その外周面に吊上げ力をポーラスコンクリ
ート製品に付与する吊上げ力付与突部(18)とにより
構成し、前記筒状本体(16)の内周面に前記吊部材
(13)が係止可能な係止部(16b)を設け、前記吊
上げ力付与筒体(14)と継ぎ足し筒体(15)の材質
を相違させたポーラスコンクリート製品の吊上げ具。6. The fixing member according to claim 1, wherein
2) is divided into a plurality of pieces in the longitudinal direction, and one divided cylinder is used as a lifting force applying cylinder (14), and another divided cylinder located above the cylinder (14) is added with one or more additional cylinders Tube (1
5), the lifting force applying cylinder (14) is constituted by a cylindrical main body (16) and a lifting force applying projection (18) for applying a lifting force to a porous concrete product on an outer peripheral surface thereof; An engaging portion (16b) capable of engaging the hanging member (13) is provided on the inner peripheral surface of the main body (16), and the material of the extending cylinder (15) is different from that of the lifting force applying cylinder (14). Lifting tool for porous concrete products.
6)の上端外周部には、継ぎ足し筒体(15)の下端部
に設けた大径の嵌合筒部(19)が嵌合固定されている
ポーラスコンクリート製品の吊上げ具。7. The cylindrical body (1) according to claim 6, wherein
6) A lifting tool for a porous concrete product in which a large-diameter fitting tubular portion (19) provided at a lower end portion of an extension tubular body (15) is fitted and fixed to an outer peripheral portion of an upper end.
6)の上端外周面には、前記嵌合筒部(19)の内周面
が圧入嵌合されているポーラスコンクリート製品の吊上
げ具。8. The cylindrical body (1) according to claim 7, wherein
6) A lifting tool for a porous concrete product in which the inner peripheral surface of the fitting tubular portion (19) is press-fitted to the outer peripheral surface at the upper end.
の上端外周面は、上端ほど小径となるテーパ周面(16
a)に形成され、前記嵌合筒部(19)の内周面は、下
端ほど大径となるテーパ周面(19a)に形成されてい
るコンクリート製品の吊上げ具。9. The tubular body (16) according to claim 8, wherein:
The outer peripheral surface at the upper end of the taper peripheral surface (16
A concrete product lifting device formed in (a), wherein an inner peripheral surface of the fitting tubular portion (19) is formed on a tapered peripheral surface (19a) having a larger diameter toward a lower end.
体(16)の上端外周面には雄ネジ部(16d)が形成
され、前記継ぎ足し筒体(15)の下端に設けた大径の
嵌合筒部(19)の内周面には前記雄ネジ部(16d)
に螺合される雌ネジ部(19b)が形成されているポー
ラスコンクリート製品の吊上げ具。10. A large-diameter large-diameter member provided at a lower end of the refilling cylinder (15) according to claim 6 or 7, wherein a male screw portion (16d) is formed on an outer peripheral surface of an upper end of the cylindrical main body (16). The male screw portion (16d) is provided on the inner peripheral surface of the fitting tube portion (19).
A lifting tool for a porous concrete product in which a female screw portion (19b) to be screwed is formed.
て、前記筒状本体(16)の外周面には下端ほど大径と
なるテーパ周面(16c)が形成されているコンクリー
ト製品の吊上げ具。11. The lifting of a concrete product according to any one of claims 6 to 9, wherein a tapered peripheral surface (16c) having a larger diameter at a lower end is formed on an outer peripheral surface of the cylindrical main body (16). Utensils.
て、複数の継ぎ足し筒体(15)は直列に連結可能に同
一規格に形成されているポーラスコンクリート製品の吊
上げ具。12. A lifting tool for a porous concrete product according to claim 6, wherein the plurality of extension cylinders (15) are formed to the same standard so that they can be connected in series.
筒体(15)は嵌合筒部(19)を有し、その内周面に
はテーパ周面(19a)が形成され、筒体(15)の上
部外周面には上側に連結される継ぎ足し筒体(15)の
嵌合筒部(19)のテーパ周面(19a)に圧入嵌合さ
れ、かつ上端ほど小径となるテーパ周面(15b)が形
成されているポーラスコンクリート製品の吊上げ具。13. The cylindrical body (15) according to claim 12, wherein the plurality of extension cylinders (15) have a fitting cylinder portion (19), and a tapered peripheral surface (19a) is formed on an inner peripheral surface thereof. ) Is press-fitted onto the tapered peripheral surface (19a) of the fitting cylindrical portion (19) of the refill cylindrical body (15) connected to the upper side, and the diameter of the tapered peripheral surface (15b) becomes smaller at the upper end. ) Is a porous concrete product lifting tool on which is formed.
9)の内周面には雌ネジ部(19b)が形成され、継ぎ
足し筒体(15)の上部外周面には上側に連結される継
ぎ足し筒体(15)の嵌合筒部(19)の雌ネジ部(1
9b)に螺合される雄ネジ部(15d)が形成されてい
るコンクリート製品の吊上げ具。14. The fitting cylindrical part (1) according to claim 13,
A female screw portion (19b) is formed on the inner peripheral surface of 9), and the fitting cylindrical portion (19) of the refill cylinder (15) connected to the upper side is formed on the upper outer peripheral surface of the refill cylinder (15). Female thread (1
9b) A concrete product lifting tool having a male screw portion (15d) screwed to 9b).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP2000380382A JP3352666B2 (en) | 1999-12-15 | 2000-12-14 | Lifting equipment for porous concrete products |
Applications Claiming Priority (3)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP35642699 | 1999-12-15 | ||
| JP11-356426 | 1999-12-15 | ||
| JP2000380382A JP3352666B2 (en) | 1999-12-15 | 2000-12-14 | Lifting equipment for porous concrete products |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JP2001232621A JP2001232621A (en) | 2001-08-28 |
| JP3352666B2 true JP3352666B2 (en) | 2002-12-03 |
Family
ID=26580431
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP2000380382A Expired - Lifetime JP3352666B2 (en) | 1999-12-15 | 2000-12-14 | Lifting equipment for porous concrete products |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JP3352666B2 (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US7305472B2 (en) | 1996-06-03 | 2007-12-04 | Microsoft Corporation | Method for downloading a web page to a client for efficient display on a television screen |
| US7523399B2 (en) | 1996-06-03 | 2009-04-21 | Microsoft Corporation | Downloading software from a server to a client |
Families Citing this family (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| KR100643879B1 (en) | 2005-11-23 | 2006-11-10 | 배필만 | Lift plug |
-
2000
- 2000-12-14 JP JP2000380382A patent/JP3352666B2/en not_active Expired - Lifetime
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US7305472B2 (en) | 1996-06-03 | 2007-12-04 | Microsoft Corporation | Method for downloading a web page to a client for efficient display on a television screen |
| US7523399B2 (en) | 1996-06-03 | 2009-04-21 | Microsoft Corporation | Downloading software from a server to a client |
Also Published As
| Publication number | Publication date |
|---|---|
| JP2001232621A (en) | 2001-08-28 |
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