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JP3922945B2 - Prestressed concrete plate manufacturing equipment - Google Patents

Prestressed concrete plate manufacturing equipment Download PDF

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Publication number
JP3922945B2
JP3922945B2 JP2002073995A JP2002073995A JP3922945B2 JP 3922945 B2 JP3922945 B2 JP 3922945B2 JP 2002073995 A JP2002073995 A JP 2002073995A JP 2002073995 A JP2002073995 A JP 2002073995A JP 3922945 B2 JP3922945 B2 JP 3922945B2
Authority
JP
Japan
Prior art keywords
prestressed concrete
steel material
expansion
concrete plate
hollow chamber
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 - Fee Related
Application number
JP2002073995A
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Japanese (ja)
Other versions
JP2003266422A (en
Inventor
久嗣 津田
浩 田中
守可 串田
純夫 浜田
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Kurimoto Ltd
Original Assignee
Kurimoto Ltd
Priority date (The priority date 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 date listed.)
Filing date
Publication date
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Priority to JP2002073995A priority Critical patent/JP3922945B2/en
Publication of JP2003266422A publication Critical patent/JP2003266422A/en
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Publication of JP3922945B2 publication Critical patent/JP3922945B2/en
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Description

【0001】
【発明の属する技術分野】
この発明は、プレストレストコンクリート版の製造装置に関し、特に、大容量の油圧ジャッキを用いることなく、配筋したPC鋼材の緊張力を解除できるプレストレストコンクリート版の製造装置に関する。
【0002】
【従来の技術】
プレストレストコンクリート版を製造する際は、鋼線、鋼撚り線、鋼棒等のPC鋼材を型枠内に配筋し、これらのPC鋼材の両端を型枠の外周側に設けた架台に緊張固定した状態で型枠内にコンクリートを打設し、コンクリートが硬化した後にPC鋼材の緊張力を解除するようにしている。
【0003】
工場に設けられたプレストレストコンクリート版の製造装置は、PC鋼材の両端が緊張固定される架台梁部の後面側に、各PC鋼材の一端が連結される別体の牽引梁を設け、この牽引梁を大容量の油圧ジャッキで架台梁部の後面側へ押圧することにより、各PC鋼材に一括して緊張力を負荷するようにしたものが多い。このような製造装置では、コンクリートが硬化した後も、油圧ジャッキの押圧力を緩めることにより、各PC鋼材の緊張力が一括して解除される。
【0004】
一方、運搬困難な大きさや重さのプレストレストコンクリート版の運搬を不要とするために、近年、プレストレストコンクリート版を施工現場で製造することが望まれている。このように施工現場でプレストレストコンクリート版を製造する場合は、大容量の油圧ジャッキを用いて各PC鋼材に一括して緊張力を付与することは危険を伴うので、小容量の手動油圧ジャッキ等を用いて、PC鋼材に緊張力を1本ずつ付与し、その両端を定着具で架台梁部に固定することが多い。
【0005】
【発明が解決しようとする課題】
上述したようなPC鋼材の緊張力を1本ずつ付与するプレストレストコンクリート版の製造装置では、コンクリート硬化後の各PC鋼材の緊張力の解除が難しい問題がある。すなわち、現状では、緊張した1本ずつのPC鋼材の端部をクランプして、手動油圧ジャッキ等により引張力を加え、架台梁部への定着具を取り外したのち、緊張力を解除するようにしているので、非常に手間がかかり、かつ、緊張したPC鋼材から定着具を取り外すために危険が伴う問題がある。
【0006】
そこで、この発明の課題は、大容量の油圧ジャッキを用いることなく、PC鋼材の緊張力を容易、かつ安全に解除できるプレストレストコンクリート版の製造装置を提供することである。
【0007】
【課題を解決するための手段】
上記の課題を解決するために、この発明は、コンクリートが打設される型枠の外周側に、型枠内に配筋されるPC鋼材の両端を緊張固定する梁部と、これらの両梁部間に作用するPC鋼材の緊張力の反力を圧縮軸力として受ける柱部とから成る枠状の架台を設け、前記各PC鋼材に1本ずつ緊張力を付与するプレストレストコンクリート版の製造装置において、前記柱部に前記圧縮軸力の作用で縮み作動可能な伸縮機構を設け、この伸縮機構を作動することにより、前記PC鋼材の緊張力を解除する構成を採用したものである。
【0008】
すなわち、PC鋼材の緊張力の反力を受ける架台の柱部に、この反力の圧縮軸力で縮み作動可能な伸縮機構を設け、この伸縮機構を作動させることにより、緊張された各PC鋼材に触れることなく、これらの緊張力を一括して容易に、かつ安全に解除できるようにした。
【0009】
前記伸縮機構としては、前記両梁部間の柱部に、その軸方向にスライド自在に嵌合され、この軸方向のスライドに伴って容積が拡縮される中空室が形成される嵌合部を設け、前記中空室に流動性挿入物を充填し、この中空室に充填した流動性挿入物を流出させる開閉可能な流出口を設けて、この流出口を開けたときに、前記圧縮軸力の作用で前記中空室から流動性挿入物が流出して、前記縮み作動するものを採用することができる。なお、流動性挿入物としては、砂、水、鋼球等を用いることができる。
【0010】
また、前記伸縮機構としては、前記両梁部間の柱部に、その軸方向と直交方向に抜き差しされ、ねじ部材で差し込み側に押圧された楔を介在させ、この楔を介在させた両側の柱部の軸方向への相対移動を案内する案内部を設けて、前記ねじ部材の押圧を緩めたときに、前記圧縮軸力の作用で前記楔を抜き出し側へ後退させ、前記縮み作動するものも採用することができる。
【0011】
【発明の実施の形態】
以下、図1乃至図5に基づき、この発明の実施形態を説明する。図1および図2は、第1の実施形態である。このプレストレストコンクリート版の製造装置は、図1に示すように、コンクリートが打設される型枠1の外周側に、一対の梁部材2a、2bと2本の柱部材3とを矩形の枠状に組み立てた架台4を設け、型枠1内に配筋される各PC鋼材5の両端を両梁部材2a、2b間に緊張固定し、各PC鋼材5の緊張力の反力を2本の柱部材3の圧縮軸力として受けるようにしたものである。図示は省略するが、PC鋼材5は上下方向にも複数段に配筋されるようになっている。
【0012】
この製造装置は施工現場でプレストレストコンクリート版を製造するものであり、大容量の油圧ジャッキで押圧される牽引梁を用いずに、各PC鋼材5は1本ずつ小容量の手動油圧ジャッキで緊張力を付与され、その両端を定着具6で各梁部材2a、2bに固定される。
【0013】
前記各梁部材2a、2bは、角パイプで形成された梁部7の両端に、同じく角パイプで形成された連結部8を直角に溶接したものである。各柱部材3も角パイプで形成されており、その一端側は梁部材2aの各連結部8とボルトで連結固定され、その他端側と梁部材2bの各連結部8との間に、圧縮軸力の作用で縮み作動する伸縮機構9が設けられている。
【0014】
前記伸縮機構9は、図2に示すように、角パイプ同士で形成された柱部材3の端部と梁部材2bの連結部8とをスライド自在に嵌合し、この角パイプ同士が嵌合された内部に、柱部材3側を仕切板10で仕切られ、梁部材2b側を梁部7の角パイプで仕切られた中空室11を形成して、この中空室11に袋入りの砂12を充填したものであり、中空室11の底側に栓13で閉じられた孔14が設けられている。
【0015】
したがって、型枠1内に打設されたコンクリートが硬化した後に、栓13を外して砂12の袋を破ることにより、前記圧縮軸力の作用で中空室11に充填された砂12が孔14から流出し、砂12の充填圧力を開放された中空室11が軸方向に縮んで、各PC鋼材5の緊張力が一括して解除される。
【0016】
この実施形態では、中空室11への流動性挿入物として袋入りの砂12を用いたが、水や鋼球等を用いることもできる。なお、鋼球を用いる場合は、袋入りとせずに中空室11へ直接充填してもよい。
【0017】
図3および図4は、第2の実施形態である。このプレストレストコンクリート版の製造装置は、基本的な構成は第1の実施形態のものと同じであり、前記伸縮機構9のみが異なる。
【0018】
この実施形態の伸縮機構9は、図4(a)、(b)に示すように、角パイプで形成された柱部材3の端面が斜めに形成されて閉塞され、同じく角パイプで形成されて端面が閉塞された梁部材2bの連結部8との間に、軸方向と直交方向に抜き差しされる楔15が、ねじ部材であるボルト16で下方の差し込み側に押圧されている。また、柱部材3の端部上面と連結部8の上面には、それぞれパイプで形成されて互いにスライド自在に嵌合し、柱部材3と梁部材2bとの軸方向への相対移動を案内する一対の案内部材17a、17bが取り付けられている。ボルト16は案内部材17a側に設けられた長孔18を通して、案内部材17b側に螺着されている。
【0019】
したがって、型枠1内に打設されたコンクリートが硬化した後に、前記ボルト16を緩み側へ回すことにより、前記圧縮軸力の作用で楔15が上方に逃げ、楔15の両側の柱部材3と連結部8とが一対の案内部材17a、17bで案内されながら、これらの両端面間が軸方向に接近し、各PC鋼材5の緊張力が一括して解除される。
【0020】
図5は、第2の実施形態の変形例を示す。この変形例は、前記一対の案内部材17a、17bを、それぞれ柱部材3の端部外周と連結部8の外周とに嵌め込み固定した角筒部材で形成し、これらをスライド自在に嵌合したものである。第2の実施形態と同様に、ボルト16は案内部材17a側に設けられた長孔18を通して、案内部材17b側に螺着されている。
【0021】
上述した各実施形態では、PC鋼材の緊張力を解除するための伸縮機構を柱部材と梁部材との連結部に設けたが、柱部材の途中に設けてもよい。
【0022】
【発明の効果】
以上のように、この発明のプレストレストコンクリート版の製造装置は、PC鋼材の緊張力の反力を受ける架台の柱部に、この反力の圧縮軸力で縮み作動可能な伸縮機構を設けたので、この伸縮機構を型枠内に打設されたコンクリートの硬化後に作動させることにより、緊張された各PC鋼材に触れることなく、これらの緊張力を一括して容易に、かつ安全に解除することができる。
【図面の簡単な説明】
【図1】第1の実施形態のプレストレストコンクリート版の製造装置を示す平面図
【図2】図1の伸縮機構部を拡大して示す正面図
【図3】第2の実施形態のプレストレストコンクリート版の製造装置を示す平面図
【図4】aは図3の伸縮機構部を拡大して示す平面図、bはaの正面図
【図5】図4の伸縮機構部の変形例を示す正面図
【符号の説明】
1 型枠
2a、2b 梁部材
3 柱部材
4 架台
5 PC鋼材
6 定着具
7 梁部
8 連結部
9 伸縮機構
10 仕切板
11 中空室
12 砂
13 栓
14 孔
15 楔
16 ボルト
17a、17b 案内部材
18 長孔
[0001]
BACKGROUND OF THE INVENTION
The present invention relates to an apparatus for manufacturing a prestressed concrete plate, and more particularly to an apparatus for manufacturing a prestressed concrete plate that can release the tension of a PC steel material that has been arranged without using a large-capacity hydraulic jack.
[0002]
[Prior art]
When producing prestressed concrete slabs, PC steel materials such as steel wires, steel stranded wires, and steel bars are placed in the formwork, and both ends of these PC steel materials are tension-fixed to a frame provided on the outer periphery of the formwork. In this state, concrete is placed in the mold, and after the concrete is hardened, the tension of the PC steel material is released.
[0003]
Apparatus for manufacturing prestressed concrete panel provided on the plant, on the rear side of the frame beam portion at both ends of the PC steel material is tensioned fixed, provided traction beams separate one end of the PC steel material are connected, the towing beam In many cases, a tension force is applied to each PC steel material by pressing it to the rear side of the gantry beam with a large-capacity hydraulic jack. In such a manufacturing apparatus, even after the concrete is hardened, the tension force of each PC steel material is released at once by loosening the pressing force of the hydraulic jack.
[0004]
On the other hand, in order to eliminate the need to transport a prestressed concrete plate having a size or weight that is difficult to transport, it has recently been desired to manufacture a prestressed concrete plate at a construction site. When prestressed concrete plates are manufactured at the construction site in this way, it is dangerous to apply tension to each PC steel using a large capacity hydraulic jack at once. In many cases, a tension force is applied to the PC steel material one by one and both ends thereof are fixed to the gantry beam portion with a fixing tool.
[0005]
[Problems to be solved by the invention]
In the prestressed concrete plate manufacturing apparatus that applies the tension of the PC steel as described above, there is a problem that it is difficult to release the tension of each PC steel after the concrete is hardened. In other words, at present, the end of each tensioned PC steel material is clamped, a tensile force is applied by a manual hydraulic jack, etc., and the tensioning force is released after removing the fixing tool to the gantry beam. Therefore, there is a problem that it is very time-consuming and has a risk to remove the fixing tool from the strained PC steel.
[0006]
Then, the subject of this invention is providing the manufacturing apparatus of the prestressed concrete board which can cancel | release the tension | tensile_strength of PC steel materials easily and safely, without using a large capacity hydraulic jack.
[0007]
[Means for Solving the Problems]
In order to solve the above-described problems, the present invention provides a beam portion for tension-fixing both ends of a PC steel material arranged in a mold on the outer peripheral side of a mold on which concrete is placed, and both these beams An apparatus for manufacturing a prestressed concrete plate provided with a frame-like gantry comprising column portions that receive a reaction force of a tension force of a PC steel material acting as a compression axial force, and imparting a tension force to each PC steel material one by one In this embodiment, the column portion is provided with an expansion / contraction mechanism that can be contracted and operated by the action of the compression axial force, and a configuration is adopted in which the tension force of the PC steel material is released by operating the expansion / contraction mechanism.
[0008]
That is, each of the tensioned PC steel members is provided with an expansion / contraction mechanism that can be contracted and operated by the compression axial force of the reaction force at the column portion of the pedestal that receives the reaction force of the tension force of the PC steel material. These tensions can be easily and safely released without touching.
[0009]
As the expansion / contraction mechanism, a fitting portion is formed that is slidably fitted in the axial direction to the column portion between the two beam portions, and in which a hollow chamber is formed in which the volume is expanded and contracted with the sliding in the axial direction. Providing a flowable insert into the hollow chamber, and providing an openable and closable outlet that allows the flowable insert filled in the hollow chamber to flow out.When the outlet is opened, the compression axial force is It is possible to employ one in which the flowable insert flows out of the hollow chamber due to the action and the shrinking operation is performed. In addition, sand, water, a steel ball, etc. can be used as a fluid insert.
[0010]
Further, as the expansion / contraction mechanism, a wedge between the two beam portions is inserted / removed in a direction orthogonal to the axial direction and pressed to the insertion side by a screw member, and both sides where the wedge is interposed are interposed. A guide portion that guides the relative movement of the column portion in the axial direction is provided, and when the screw member is loosened, the wedge is retracted to the extraction side by the action of the compression axial force, and the contraction operation is performed. Can also be adopted.
[0011]
DETAILED DESCRIPTION OF THE INVENTION
Hereinafter, an embodiment of the present invention will be described with reference to FIGS. 1 and 2 are the first embodiment. As shown in FIG. 1, this prestressed concrete plate manufacturing apparatus has a rectangular frame shape with a pair of beam members 2a and 2b and two column members 3 on the outer peripheral side of a mold 1 on which concrete is placed. The both ends of each PC steel material 5 arranged in the mold 1 are tension-fixed between both beam members 2a, 2b, and the reaction force of the tension force of each PC steel material 5 is This is received as a compression axial force of the column member 3. Although illustration is omitted, the PC steel material 5 is arranged in a plurality of stages in the vertical direction.
[0012]
This manufacturing equipment is used to manufacture prestressed concrete slabs at the construction site. Each PC steel 5 is tensioned with a small manual hydraulic jack, one by one without using a traction beam pressed by a large hydraulic jack. And both ends thereof are fixed to the beam members 2 a and 2 b by the fixing tool 6.
[0013]
Each of the beam members 2a and 2b is formed by welding a connecting portion 8 also formed of a square pipe at right angles to both ends of a beam portion 7 formed of a square pipe. Each column member 3 is also formed of a square pipe, and one end side thereof is connected and fixed to each connecting portion 8 of the beam member 2a with a bolt, and is compressed between the other end side and each connecting portion 8 of the beam member 2b. An expansion / contraction mechanism 9 that is contracted and operated by the action of an axial force is provided.
[0014]
As shown in FIG. 2, the expansion / contraction mechanism 9 slidably fits the end portion of the column member 3 formed by the square pipes and the connecting portion 8 of the beam member 2b, and the square pipes are fitted to each other. A hollow chamber 11 in which the pillar member 3 side is partitioned by the partition plate 10 and the beam member 2b side is partitioned by the square pipe of the beam portion 7 is formed in the inside, and the bag-containing sand 12 is formed in the hollow chamber 11. A hole 14 closed with a stopper 13 is provided on the bottom side of the hollow chamber 11.
[0015]
Therefore, after the concrete placed in the mold 1 is hardened, the plug 13 is removed and the bag of the sand 12 is broken, so that the sand 12 filled in the hollow chamber 11 by the action of the compression axial force becomes the hole 14. The hollow chamber 11 that has flowed out of the container 12 and released the filling pressure of the sand 12 contracts in the axial direction, and the tension of each PC steel material 5 is released collectively.
[0016]
In this embodiment, the sand 12 in the bag is used as the fluid insert into the hollow chamber 11, but water, steel balls, or the like can also be used. In the case where a steel ball is used, the hollow chamber 11 may be directly filled without entering the bag.
[0017]
3 and 4 show a second embodiment. The prestressed concrete plate manufacturing apparatus has the same basic configuration as that of the first embodiment, except for the expansion and contraction mechanism 9.
[0018]
As shown in FIGS. 4 (a) and 4 (b), the telescopic mechanism 9 of this embodiment has an end face of a pillar member 3 formed of a square pipe obliquely formed and closed, and is also formed of a square pipe. Between the connecting portion 8 of the beam member 2b whose end face is closed, a wedge 15 that is inserted and removed in the direction orthogonal to the axial direction is pressed to the lower insertion side by a bolt 16 that is a screw member. Also, pipes 3 are respectively formed on the upper surface of the end of the column member 3 and the upper surface of the connecting portion 8 so as to be slidable with each other, and guide the relative movement of the column member 3 and the beam member 2b in the axial direction. A pair of guide members 17a and 17b are attached. The bolt 16 is screwed to the guide member 17b side through a long hole 18 provided on the guide member 17a side.
[0019]
Therefore, after the concrete placed in the mold 1 is hardened, the bolt 16 is turned to the loose side, so that the wedge 15 escapes upward by the action of the compression axial force, and the column members 3 on both sides of the wedge 15. While the connecting portion 8 is guided by the pair of guide members 17a and 17b, the two end surfaces approach each other in the axial direction, and the tension of each PC steel material 5 is released at once.
[0020]
FIG. 5 shows a modification of the second embodiment. In this modification, the pair of guide members 17a and 17b are formed of square tube members that are fitted and fixed to the outer periphery of the end portion of the column member 3 and the outer periphery of the connecting portion 8, respectively, and these are slidably fitted. It is. Similarly to the second embodiment, the bolt 16 is screwed to the guide member 17b side through a long hole 18 provided on the guide member 17a side.
[0021]
In each embodiment mentioned above, although the expansion-contraction mechanism for canceling the tension | tensile_strength of PC steel materials was provided in the connection part of a column member and a beam member, you may provide in the middle of a column member.
[0022]
【The invention's effect】
As described above, the prestressed concrete plate manufacturing apparatus of the present invention is provided with an expansion / contraction mechanism that can be contracted and operated by the compression axial force of the reaction force in the column portion of the pedestal that receives the reaction force of the tension force of the PC steel material. By operating this expansion / contraction mechanism after the concrete placed in the mold is hardened, these tensions can be easily and safely released without touching each tensioned PC steel. Can do.
[Brief description of the drawings]
FIG. 1 is a plan view showing a prestressed concrete plate manufacturing apparatus according to a first embodiment. FIG. 2 is an enlarged front view showing an expansion and contraction mechanism section of FIG. 1. FIG. 3 is a prestressed concrete plate according to a second embodiment. 4 is a plan view showing the expansion / contraction mechanism part of FIG. 3 in an enlarged manner, and FIG. 5b is a front view of the expansion / contraction mechanism part of FIG. 3. FIG. [Explanation of symbols]
DESCRIPTION OF SYMBOLS 1 Formwork 2a, 2b Beam member 3 Column member 4 Base 5 PC steel material 6 Fixing tool 7 Beam part 8 Connection part 9 Expansion mechanism 10 Partition plate 11 Hollow chamber 12 Sand 13 Plug 14 Hole 15 Wedge 16 Bolts 17a, 17b Guide member 18 Long hole

Claims (3)

コンクリートが打設される型枠の外周側に、型枠内に配筋されるPC鋼材の両端を緊張固定する梁部と、これらの両梁部間に作用するPC鋼材の緊張力の反力を圧縮軸力として受ける柱部とから成る枠状の架台を設け、前記各PC鋼材に1本ずつ緊張力を付与するプレストレストコンクリート版の製造装置において、前記柱部に前記圧縮軸力の作用で縮み作動可能な伸縮機構を設け、この伸縮機構を作動することにより、前記PC鋼材の緊張力を解除するようにしたことを特徴とするプレストレストコンクリート版の製造装置。On the outer periphery of the formwork on which concrete is placed, a beam part that tensions and fixes both ends of the PC steel material arranged in the formwork, and the reaction force of the tension force of the PC steel material acting between these beam parts In a prestressed concrete plate manufacturing apparatus that provides a frame-like gantry comprising a column portion that receives as a compression axial force, and applies tension to each PC steel material one by one, the column portion is subjected to the action of the compression axial force. An apparatus for producing a prestressed concrete plate, characterized in that an expansion / contraction mechanism capable of shrinking operation is provided, and the tension force of the PC steel material is released by operating the expansion / contraction mechanism. 前記伸縮機構が、前記両梁部間の柱部に、その軸方向にスライド自在に嵌合され、この軸方向のスライドに伴って容積が拡縮される中空室が形成される嵌合部を設け、前記中空室に流動性挿入物を充填し、この中空室に充填した流動性挿入物を流出させる開閉可能な流出口を設けて、この流出口を開けたときに、前記圧縮軸力の作用で前記中空室から流動性挿入物が流出して、前記縮み作動するものである請求項1に記載のプレストレストコンクリート版の製造装置。The expansion / contraction mechanism is fitted to the column portion between the beam portions so as to be slidable in the axial direction, and a fitting portion is provided in which a hollow chamber is formed in which the volume is expanded and contracted with the sliding in the axial direction. The hollow chamber is filled with a flowable insert, and an openable and closable outlet is provided to allow the flowable insert filled in the hollow chamber to flow out. When the outlet is opened, the compression axial force acts. The apparatus for producing a prestressed concrete plate according to claim 1, wherein the flowable insert flows out of the hollow chamber and the shrinking operation is performed. 前記伸縮機構が、前記両梁部間の柱部に、その軸方向と直交方向に抜き差しされ、ねじ部材で差し込み側に押圧された楔を介在させ、この楔を介在させた両側の柱部の軸方向への相対移動を案内する案内部を設けて、前記ねじ部材の押圧を緩めたときに、前記圧縮軸力の作用で前記楔を抜き出し側へ後退させ、前記縮み作動するものである請求項1に記載のプレストレストコンクリート版の製造装置。The expansion / contraction mechanism includes a wedge that is inserted / removed in a direction orthogonal to the axial direction of the column portion between the beam portions and pressed to the insertion side by a screw member. A guide portion for guiding relative movement in the axial direction is provided, and when the pressing of the screw member is loosened, the wedge is retracted to the extraction side by the action of the compression axial force, and the contraction operation is performed. Item 2. A prestressed concrete plate manufacturing apparatus according to Item 1.
JP2002073995A 2002-03-18 2002-03-18 Prestressed concrete plate manufacturing equipment Expired - Fee Related JP3922945B2 (en)

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JP6683584B2 (en) * 2016-10-07 2020-04-22 鹿島建設株式会社 Method of introducing prestress into cast-in-place concrete
US11313125B2 (en) * 2018-09-17 2022-04-26 Ground Force Ip, Llc Mobile modular foundation systems and methods for transporting same
KR102213089B1 (en) * 2020-04-21 2021-02-08 동서 피, 씨, 씨 주식회사 Apparatus and method for manufacturing precast concrete with embedded steel wire
EP4177028B1 (en) * 2021-11-09 2025-04-16 Elematic Oyj Apparatus for prestressing reinforcement strands
KR102607924B1 (en) * 2023-03-07 2023-11-29 아이에스동서 주식회사 A reinforcement tensioning device with a mold module for a PHC pile manufacturing
KR102683300B1 (en) * 2023-05-26 2024-07-08 김상규 PC slab manufacturing equipment to which prestress is applied

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* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN108568895A (en) * 2018-04-25 2018-09-25 广东省智能制造研究所 A kind of fixing device of building beam column intelligent manufacturing equipment

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