JP2003013551A - Supporting spacer for concrete reinforcement metallic wire - Google Patents
Supporting spacer for concrete reinforcement metallic wireInfo
- Publication number
- JP2003013551A JP2003013551A JP2001230576A JP2001230576A JP2003013551A JP 2003013551 A JP2003013551 A JP 2003013551A JP 2001230576 A JP2001230576 A JP 2001230576A JP 2001230576 A JP2001230576 A JP 2001230576A JP 2003013551 A JP2003013551 A JP 2003013551A
- Authority
- JP
- Japan
- Prior art keywords
- metal wire
- concrete
- engaging
- spacer
- wire mesh
- 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.)
- Granted
Links
Landscapes
- Reinforcement Elements For Buildings (AREA)
Abstract
Description
【0001】[0001]
【発明の属する技術分野】この発明は、主に建築におい
てコンクリート打設前に、コンクリート補強用として使
用されるワイヤーメッシュ筋(溶接金網)及び鉄筋等の
補強金属線を床上に必要寸法おいて支持し、コンクリー
トのかぶりを確保するために使用するコンクリート補強
金属線支持スペーサーに関するものである。BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention mainly supports a reinforcing metal wire such as a wire mesh bar (welded wire mesh) and a reinforcing bar used for concrete reinforcement in a building on a floor in a required size before placing concrete. However, the present invention relates to a concrete reinforced metal wire support spacer used to secure the covering of concrete.
【0002】[0002]
【従来の技術】以下、ワイヤーメッシュ筋(溶接金網)
を主題とし、溶接金網と称して述べる。従来、溶接金網
において、コンクリート呑込み部分を設ける為、床上と
溶接金網の間にスペーサーを用いる。スペーサーの設置
方法は、溶接金網筋施行前と、施行後に設置する二通り
方法があり、用いられる溶接金網は金属線で、線径は主
として直径6ミリ、一辺が7.5cm・10cm・15
cm角との三種類が一般的に用いられて、大きさも1m
×2m,2m×4mが有る。まず、仮床面に溶接金網を
敷詰めた後にスペーサーを設置する方法だと、一枚一枚
の溶接金網のそれぞれが結束され一体化された状態で、
床上全面に設置されていて、その状態にてスペーサーの
高さ分ほど上にテコ、又は手で溶接金網を持ち上げ床と
溶接金網筋の間にスペーサーを設置していくのだが、溶
接金網を上に浮かし上げる場合、溶接金網筋を踏まない
様にして持ち上げなくてはならないが、一角が(7.5
・10・15)cm角と共に狭い為、一角内をつま先で
床に立っての作業となり、バランスも悪く溶接金網も結
束され重量がある為、手での持ち上げは困難で、一般的
にテコ棒等で溶接金網を浮かし上げてスペーサーを設置
しているのだが、1m2以内に約1個づつと決められて
いて、数も多く長時間の作業となりたいへんな重労働と
なる。又、近年テコ機能を備え持ったスペーサーも見受
けられる。2. Description of the Related Art Wire mesh bars (welded wire mesh)
Will be described as a welding wire mesh. Conventionally, in a welding wire net, a spacer is used between the floor and the welding wire net in order to provide a concrete swallow portion. There are two ways to install the spacers, one before and one after the welding wire mesh reinforcement. The welding wire mesh used is a metal wire, the diameter of which is mainly 6 mm, and one side is 7.5 cm, 10 cm, 15
The three types of cm square are generally used, and the size is 1 m.
There are x2m and 2m x 4m. First of all, if the spacer is installed after laying the welded wire mesh on the temporary floor surface, each of the welded wire meshes is bundled and integrated,
It is installed on the entire surface of the floor, and in that state, the welding wire net is lifted by the lever or hand by about the height of the spacer, and the spacer is installed between the floor and the welding wire net reinforcement. In order to lift it up, it must be lifted without stepping on the welded wire mesh, but one corner is (7.5
・ Because it is narrow with 10 ・ 15) cm square, it will be work to stand on the floor with one toe in one corner, unbalanced and welded wire mesh is tied and heavy. The spacers are installed by raising the welded wire nets with the help of the like, but it is decided that each one will be within 1 m 2 , and the number will be large and it will be a long and heavy work. In recent years, spacers having a lever function have also been found.
【0003】[0003]
【発明が解決しょうとする課題】そこで、そのように手
間取る事なく簡単に、テコ等を使用して持ち上げること
なくコンクリート補強金属線を踏んだままでも確実に、
しかも結束することなく装着できないものかと、発明さ
れたものである。Therefore, without taking such trouble, it is possible to easily and reliably hold the concrete-reinforced metal wire without lifting it by using a lever, etc.
Moreover, it was invented that it could not be mounted without binding.
【0004】[0004]
【課題を解決するための手段】上記目的を達成するため
に、側面視すればクサビ型形状に形成された支持台と、
その一端側の頂上部分ににコンクリート補強金属線を係
合させる係合部と、反対側の傾斜部の下部先端に前方に
突出て設けられた差し込み部とを設けて、コンクリート
打設前の仮の床上に設置されたコンクリート補強金属線
の下部と床上の隙間に、差し込み部を差し込んで支持台
後方より押すように力を加えて行けば、僅かな力で溶接
金網を浮かし上げて係合部に固定する事が出来る。In order to achieve the above object, a support base formed in a wedge shape in a side view,
An engaging portion for engaging the concrete reinforcing metal wire is provided on the apex portion on one end side thereof, and an inserting portion projecting forward is provided at the lower end of the inclined portion on the opposite side, and the temporary portion before the concrete is placed. Insert the insertion part into the gap between the bottom of the concrete-reinforced metal wire installed on the floor and the floor, and apply force so that it pushes from the back of the support base, the welding wire net will be lifted with a slight force and the engagement part It can be fixed to.
【0005】クサビ型形状に形成されたスペーサーは、
その形状ゆえに、途中で押し込む力が加わらなくなると
溶接金網等の荷重により、押し戻されるように元の位置
まで戻ってしまう事が考えられる。その対策として、傾
斜部に凹凸状の滑り止め部を設けてもよい。The wedge-shaped spacer is
Due to the shape, if the pushing force is not applied in the middle, it may be returned to the original position by being pushed back by the load of the welding wire mesh or the like. As a countermeasure against this, an uneven skid portion may be provided on the inclined portion.
【0006】テコ棒等の工具を使用する方法として、傾
斜部に窪み状のテコ棒等の係合部を設けて、係合部が溶
接金網から出るところまで支持台を押し込んで、係合部
にテコ棒等を係合させて作用点とし、溶接金網とテコ棒
等の工具が接する部分を支点とし、テコ棒等の工具をス
ペーサーの後方へ倒すように力を加えてやるようにすれ
ばテコの原理で、さらに僅かな力で装着する事が出来
る。As a method of using a tool such as a lever, an engaging portion such as a recessed lever is provided in the inclined portion, and the support base is pushed until the engaging portion comes out of the welding wire mesh, and the engaging portion If the lever and the like are engaged with it as the point of action, and the part where the welding wire mesh and the tool such as the lever come into contact is the fulcrum, and force is applied so that the tool such as the lever is tilted to the rear of the spacer. With the lever principle, it can be attached with even less force.
【0007】[0007]
【発明の実施の形態】実施の形態を実施例にもとづき図
面を参照して説明する。第1実施例、図1より、側面視
すればクサビ型形状にプラスチック樹脂等で一体形成さ
れた支持台2と、その一端側の頂上部分に支持台2の長
手方向と水平に直交するように横方向へ溝を掘り込ん
で、上面入り口の開口部寸法を溶接金網7の外径寸法よ
り若干小さくした、側面視すれば壺型形状に形成され
て、溶接金網7を係合することの出来る係合部3を設け
て、落ち込むように係合した溶接金網7が外れないよう
に固定出来るようにして、反対側の傾斜部の下部先端に
前方に突出て設けられた差し込み部4を設けた。BEST MODE FOR CARRYING OUT THE INVENTION Embodiments will be described with reference to the drawings based on examples. First Embodiment From FIG. 1, a supporting base 2 integrally formed of plastic resin or the like in a wedge shape when viewed from the side, and a top portion on one end side thereof are arranged so as to be orthogonal to the longitudinal direction of the supporting base 2 horizontally. A groove is dug in the lateral direction so that the size of the opening at the upper surface entrance is slightly smaller than the outer diameter of the welded wire netting 7. It is formed in a vase shape when viewed from the side, and the welding wire netting 7 can be engaged. The engaging portion 3 is provided so that the welded metal mesh 7 engaged so as to fall can be fixed so as not to come off, and the insertion portion 4 is provided so as to project forward at the lower end of the inclined portion on the opposite side. .
【0008】さらに、溶接金網7等の荷重により、押し
戻されることのないようにと、傾斜面に階段状の凹凸を
設けて滑り止め部6とした。Further, in order to prevent the metal wire 7 from being pushed back by the load of the welding wire net 7 or the like, a step-like unevenness is provided on the inclined surface to form the non-slip portion 6.
【0009】第2実施例、図2より他の係合方法とし
て、側面視すれば支持台2の上方に突出して、先端部を
前方に屈曲して設けて溶接金網をその下面と、支持台2
の上面との間に挟み込むように係合して外れないように
固定するようにした係合部5を設けた。やはり、入り口
部分の開口部寸法を溶接金網7の外径寸法より若干小さ
くした。As another engagement method from the second embodiment, FIG. 2, when viewed from the side, it projects above the support base 2 and the tip portion is bent forward to provide a welding wire net on its lower surface and the support base. Two
The engaging portion 5 is provided so as to be engaged so as to be sandwiched between the upper surface and the upper surface and to be fixed so as not to come off. Again, the size of the opening at the entrance is made slightly smaller than the outer diameter of the welded wire mesh 7.
【0010】第3実施例、図3より、テコ棒9等の工具
を使用する方法として、傾斜部に窪み状のテコ棒等の工
具の係合部10を複数個設けて、その係合部10が溶接
金網7から出るところまで支持台2を押し込んで、係合
部10にテコ棒9等を係合させて作用点とし、溶接金網
7とテコ棒9等の工具が接する部分を支点とし、テコ棒
9等の工具を支持台2の後方、係合部3側へ倒すように
力を加えてやるようにすればテコの原理で、さらに僅か
な力で装着する事が出来る。As a method of using a tool such as a lever 9 according to the third embodiment, FIG. 3, a plurality of engaging portions 10 for a tool such as a lever having a hollow shape are provided in the inclined portion, and the engaging portions are provided. The support base 2 is pushed to a position where the wire mesh 10 comes out of the welding wire net 7 and the lever 10 is engaged with the engaging portion 10 to make it an action point, and the portion where the tool such as the welding wire mesh 7 and the lever 9 make contact is a fulcrum If a tool such as the lever 9 is applied to the rear of the support base 2 toward the engagement portion 3 side, the lever can be mounted with a little force by the lever principle.
【0011】本発明の第1実施例の実施の形態を展開図
において説明する。図4、差し込み部4を溶接金網7
と、仮床8の隙間に差し込み、図5,そのまま押し込ん
で行き、図6、溶接金網7が壺型形状の係合部3の上方
にくると、溶接金網7等の荷重により落ち込むように入
り込み壺型形状の係合部3に係合して外れるこてなく固
定される。An embodiment of the first embodiment of the present invention will be described with reference to a developed view. 4, the insertion part 4 is welded wire mesh 7
Then, insert it into the gap of the temporary floor 8 and push it in as it is, as shown in FIG. 6, when the welding wire net 7 comes above the pot-shaped engaging portion 3, it will drop in due to the load of the welding wire net 7 etc. It engages with the pot-shaped engaging portion 3 and is fixed without any detachment.
【0012】[0012]
【発明の効果】スペーサー自体の形状を、クサビ型に形
成して傾斜部に滑り止め部を設けたことにより、僅かな
力で溶接金網と仮床との隙間を、溶接金網を浮かし上げ
るように押し進んで溶接金網等の荷重により押し戻され
ることなく、溶接金網や他の作業員等の荷重により自動
的に係合部に係合して固定される。さらに、傾斜部に設
けた窪み状のテコ棒等の係合部に、テコ棒等の工具を係
合して使用すれば、他の作業員や建設資材等の過大な荷
重の状況においても装着可能である。従来工法の様に、
溶接金網の一角内につま先で立ち、テコ棒または手等で
持ち上げるという重労働から開放され、工期短縮にもつ
ながる。EFFECTS OF THE INVENTION By forming the spacer itself into a wedge shape and providing an anti-slip portion on the inclined portion, the welding wire net can be lifted up with a slight force in the gap between the welding wire net and the temporary floor. Instead of being pushed forward and pushed back by the load of the welding wire mesh or the like, it is automatically engaged and fixed to the engaging portion by the load of the welding wire mesh or another worker. Furthermore, if a tool such as a lever is engaged with the engaging portion such as a dented lever provided on the inclined portion, it can be mounted even under the condition of excessive load such as other workers or construction materials. It is possible. Like the conventional method,
Standing in one corner of the welding wire mesh with your toes, you can free yourself from the heavy labor of lifting with a lever or hand, which will lead to a shorter construction period.
【図1】 本発明の第1実施の形態を示す斜視図。FIG. 1 is a perspective view showing a first embodiment of the present invention.
【図2】 本発明の第2実施より、溶接金網の他の係合
方法を示す形態の側面図である。FIG. 2 is a side view of a form showing another method of engaging the welding wire net according to the second embodiment of the present invention.
【図3】 本発明の第3実施より、テコ棒等の工具を使
用しての溶接金網への装着方法を示す形態の側面図であ
る。FIG. 3 is a side view of an embodiment showing a method of mounting the welding wire net using a tool such as a lever according to the third embodiment of the present invention.
【図4,5,6】 本発明の第1実施の、溶接金網への
装着方法を示す形態の側面展開図である。4, 5, 6 is a side development view of the form showing the method of mounting the welding wire net according to the first embodiment of the present invention.
1 スペーサー 2 支持台 3 壺型形状の係合部
4 差し込み部
5 挟み込むようにした係合部 6 階段状の滑り止め
部 7 溶接金網(コンクリート補強金属線) 8 コ
ンクリート打設前の仮の床 9 テコ棒(工具)
10 テコ棒(工具)等を係合する係合部 11 ス
ペーサーの進行方向を示す 12 テコ棒(工具)等の
力を加える方向を示す1 Spacer 2 Support 3 Vase-shaped engaging part
4 Insertion part 5 Engagement part so as to be sandwiched 6 Step-like non-slip part 7 Welded wire mesh (concrete-reinforced metal wire) 8 Temporary floor before concrete placement 9 Lever bar (tool) 10 Lever bar (tool), etc. Engagement part to be engaged 11 Shows the direction of movement of the spacer 12 Shows the direction to apply force of lever (tool) etc.
Claims (5)
設置されたコンクリート補強金属線(7)の下部と仮床
(8)上の隙間に先端部分を差し込むように押し込んで
浮かし上げながらコンクリート補強金属線の下方に装着
して支持するコンクリート補強金属線支持スペーサー
(1)であって、側面視すればクサビ型形状に形成され
た支持台(2)と、その一端側の頂上部分ににコンクリ
ート補強金属線(7)を係合させる係合部(3)と、反
対側の傾斜部の下部先端に前方に突出て設けられた差し
込み部(4)とから構成されたことを特徴とするコンク
リート補強金属線支持スペーサー。1. Floating up by pushing the tip part into the gap between the lower part of the concrete reinforcing metal wire (7) installed on the temporary floor (8) before placing concrete and the temporary floor (8). While being a concrete reinforced metal wire support spacer (1) mounted and supported below the concrete reinforced metal wire, a support base (2) formed in a wedge shape when viewed from the side, and a top portion on one end side thereof. It is characterized in that it comprises an engaging portion (3) for engaging the concrete reinforcing metal wire (7) with the above and an inserting portion (4) provided at the lower end of the opposite inclined portion so as to project forward. Concrete reinforced metal wire support spacer.
型形状で、平面視すれば支持台(2)の長手方向に直交
の横溝で上部開口部がコンクリート補強金属線(7)の
線径より若干小さくして、係合したコンクリート補強金
属線(7)が外れることなく固定出来るようにした係合
部(3)を設けた請求項1記載のコンクリート補強金属
線支持スペーサー。2. The shape of the engaging portion (3) is a vase shape when viewed from the side, and when seen in a plan view, the upper groove is a lateral groove that is orthogonal to the longitudinal direction of the support base (2). The concrete reinforced metal wire supporting spacer according to claim 1, further comprising an engaging portion (3) which is slightly smaller than the wire diameter of (7) so that the engaged concrete reinforced metal wire (7) can be fixed without coming off. .
(2)の上方に突出して、先端部が前方に屈曲して設け
られて、コンクリート補強金属線(7)を、その下面と
支持台(2)の上面との間で挟み込んで固定出来るよう
にした係合部(5)を設けた請求項1記載のコンクリー
ト補強金属線支持スペーサー。3. The concrete reinforcing metal wire (7) is provided with an engaging portion (5) projecting above the support base (2) when viewed from the side, and a tip portion bent forward. The concrete reinforced metal wire support spacer according to claim 1, further comprising an engaging portion (5) sandwiched between the lower surface and the upper surface of the support base (2) so as to be fixed.
め部(6)を設けた請求項1〜3のいずれか1項記載の
コンクリート補強金属線支持スペーサー。4. The concrete reinforced metal wire support spacer according to claim 1, wherein the inclined portion of the support base (2) is provided with an uneven slip prevention portion (6).
の工具を係合させることが出来る工具の係合部(10)
を設けた請求項1〜4のいずれか1項記載のコンクリー
ト補強金属線支スペーサー。5. A tool engaging portion (10) capable of engaging a tool such as a lever (9) with the inclined portion of the support base (2).
The concrete reinforced metal wire support spacer according to any one of claims 1 to 4, wherein the spacer is provided.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP2001230576A JP4317917B2 (en) | 2001-06-25 | 2001-06-25 | Concrete reinforced metal wire support spacer |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP2001230576A JP4317917B2 (en) | 2001-06-25 | 2001-06-25 | Concrete reinforced metal wire support spacer |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JP2003013551A true JP2003013551A (en) | 2003-01-15 |
| JP4317917B2 JP4317917B2 (en) | 2009-08-19 |
Family
ID=19062756
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP2001230576A Expired - Fee Related JP4317917B2 (en) | 2001-06-25 | 2001-06-25 | Concrete reinforced metal wire support spacer |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JP4317917B2 (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| FR2956688A1 (en) * | 2010-02-23 | 2011-08-26 | Clotures Michel Willoquaux | Panel installing tool for welded mesh fence, has support surfaces extending along two secant planes forming corner, where one of support surfaces is provided with pattern cavities along engaging direction of corner |
| KR200491604Y1 (en) * | 2018-12-17 | 2020-05-07 | 박시환 | Precast Concrete Block Formwork Spacing Device |
-
2001
- 2001-06-25 JP JP2001230576A patent/JP4317917B2/en not_active Expired - Fee Related
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| FR2956688A1 (en) * | 2010-02-23 | 2011-08-26 | Clotures Michel Willoquaux | Panel installing tool for welded mesh fence, has support surfaces extending along two secant planes forming corner, where one of support surfaces is provided with pattern cavities along engaging direction of corner |
| KR200491604Y1 (en) * | 2018-12-17 | 2020-05-07 | 박시환 | Precast Concrete Block Formwork Spacing Device |
Also Published As
| Publication number | Publication date |
|---|---|
| JP4317917B2 (en) | 2009-08-19 |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| A621 | Written request for application examination |
Free format text: JAPANESE INTERMEDIATE CODE: A621 Effective date: 20080624 |
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