JP2005282181A - Pc member and joining method therefor - Google Patents

Pc member and joining method therefor Download PDF

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JP2005282181A
JP2005282181A JP2004098738A JP2004098738A JP2005282181A JP 2005282181 A JP2005282181 A JP 2005282181A JP 2004098738 A JP2004098738 A JP 2004098738A JP 2004098738 A JP2004098738 A JP 2004098738A JP 2005282181 A JP2005282181 A JP 2005282181A
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joint
filler
pipe
joint pipe
members
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JP4272572B2 (en
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Etsuo Sakurai
悦雄 櫻井
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Nishimatsu Construction Co Ltd
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Nishimatsu Construction Co Ltd
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Abstract

<P>PROBLEM TO BE SOLVED: To improve workability and save time and labor in joining by bringing PC members close to each other by using a jointing method which is not necessary to protrude a reinforcing bar from the PC member in joining of the PC members. <P>SOLUTION: Coupling tubes 13, 23 connected with main reinforcements 11, 12, 21, 22 and opened to joining surfaces and further having injection holes 15, 25 for filler are embedded in the joining parts. A joint rod 16 is inserted into the coupling tube 15 of one PC member 10. The respective coupling tubes 13, 23 are opposed to each other and the joining surfaces are brought close to each other. The filler 30 is injected into the coupling tube 13 of the PC member 10 through the injection hole 15, so that the joint rod 16 is advanced and is moved in the coupling tube 23 of the other PC member 20. Thereafter, the filler 30 is injected into the coupling tube 23 of the other PC tube 20 through the injection hole 25, and the respective coupling tubes 13, 23 and a space between the joining surfaces are filled with the filler 30. <P>COPYRIGHT: (C)2006,JPO&NCIPI

Description

本発明は、PC(プレキャストコンクリート)梁に代表されるPC部材の接合方法に関する。   The present invention relates to a method for joining PC members represented by PC (precast concrete) beams.

例えば超高層RC(鉄筋コンクリート)造建築構造物等において、工期短縮・品質向上を図ってPC梁・柱材を現場にて組み上げる方法が採用されており、PC部材の接合作業が工期に影響を与えている。
PC部材を接合する場合は、PC部材から突出している鉄筋同士を強固に接続する必要があり、鉄筋を溶接により接続する方法の場合、鉄筋の接続終了後に型枠を設置し、コンクリートを打設する必要があった。
また、鉄筋につけたカプラを、PC梁セット後にその中心に鉄筋のジョイント部がくるように移動させ、強固な充填剤を注入する方法や、PC柱に埋め込んだ異形鋼管に、PC梁から突出した鉄筋を挿入するとともに、異形鋼管内にグラウト材を充填する方法もある(例えば特許文献1参照)。
特開平7−292770号公報
For example, in super high-rise RC (steel reinforced concrete) building structures, etc., a method of assembling PC beams and column materials on site to shorten the work period and improve quality is adopted, and the work of joining PC members affects the work period. ing.
When joining PC members, it is necessary to firmly connect the reinforcing bars protruding from the PC member. In the case of connecting the reinforcing bars by welding, formwork is installed after the reinforcing bars are connected, and concrete is placed. There was a need to do.
Moreover, the coupler attached to the reinforcing bar is moved so that the joint part of the reinforcing bar comes to the center after setting the PC beam, and a strong filler is injected, or the deformed steel pipe embedded in the PC column protrudes from the PC beam. There is also a method of inserting a reinforcing bar and filling a grout material into a deformed steel pipe (see, for example, Patent Document 1).
JP 7-292770 A

しかし、PC部材の接合は、少なくとも一方のPC部材から鉄筋(鋼棒)が突出した状態となっているため、梁部材の取り付けにおいて、その両端の PC部材が先行して設置されている場合は、その接続部分に型枠を設置し、コンクリートを打設する作業が発生した。   However, since the reinforcing bars (steel bars) protrude from at least one PC member when the PC members are joined, when the PC members at both ends of the beam member are installed in advance, Then, the work of installing the formwork and placing concrete in the connecting part occurred.

本発明の課題は、PC部材の接合において、鉄筋をPC部材から突出させておく必要のない継手方法とすることで、PC部材を接近させ、接合部の省力化を図ることである。   An object of the present invention is to make the PC member approach and save labor in the joint by using a joint method that does not require the reinforcing bars to protrude from the PC member in joining the PC member.

以上の課題を解決するため、請求項1に記載の発明は、例えば図1に示すように、互いに接合するPC部材10・20の接合部に、主筋11・12・21・22に接続されて接合面に開口し、かつ充填剤の注入口15・25を有する継手管13・23を埋設しておくとともに、一方のPC部材10の継手管13内に継手棒16を挿入しておき、例えば図2から図3に示すように、互いの継手管13・23を対向させて接合面を接近させた状態で、前記一方のPC部材10の継手管13内に注入口15から充填剤30を注入することにより、継手棒16を前進させて他方のPC部材20の継手管23内に移動させた後、例えば図4に示すように、他方のPC部材20の継手管23内にも注入口25から充填剤30を注入して、互いの継手管13・23内及び接合面間に充填剤30を充填することを特徴とする。   In order to solve the above-described problems, the invention according to claim 1 is connected to the main bars 11, 12, 21, and 22 at the joint portions of the PC members 10 and 20 that are joined together, for example, as shown in FIG. The joint pipes 13 and 23 having openings in the joint surfaces and having filler filling holes 15 and 25 are embedded, and the joint rod 16 is inserted into the joint pipe 13 of one PC member 10. As shown in FIG. 2 to FIG. 3, the filler 30 is injected from the inlet 15 into the joint pipe 13 of the one PC member 10 in a state in which the joint pipes 13 and 23 are opposed to each other and the joint surfaces are brought close to each other. By injecting, the joint rod 16 is moved forward and moved into the joint pipe 23 of the other PC member 20, and then, for example, as shown in FIG. The filler 30 is injected from 25 and the joint pipe 13 of each other is injected. Characterized by filling a filler 30 between the 23 and the bonding surface.

このように、一方のPC部材の継手管内に注入口から充填剤を注入することにより、継手棒を前進させて他方のPC部材の継手管内に移動させるものであり、充填剤の注入が容易で同時に継手棒の挿入も容易である。
その後、他方のPC部材の継手管内にも注入口から充填剤を注入して、互いの継手管内及び接合面間に充填剤を充填するだけで良く、型枠・支保工・コンクリート打ちが不要である。しかも、充填剤の注入だけなので、作業性が良く手間も少ない。
Thus, by injecting the filler from the inlet into the joint pipe of one PC member, the joint rod is moved forward and moved into the joint pipe of the other PC member, so that the filler can be easily injected. At the same time, it is easy to insert the joint rod.
After that, it is only necessary to inject the filler into the joint pipe of the other PC member from the injection port, and to fill the filler in the joint pipe and between the joint surfaces. is there. Moreover, since only filler is injected, workability is good and less labor is required.

請求項2に記載の発明は、互いに接合するPC部材の接合部に、主筋に接続されて接合面に開口する継手管を埋設しておくとともに、一方のPC部材の継手管には充填剤の注入口を奥方部に設けて、その継手管内に継手棒を挿入しておき、互いの継手管を対向させて接合面を接近させた状態で、前記一方のPC部材の継手管内に奥方部の注入口から充填剤を注入することにより、継手棒を前進させて他方のPC部材の継手管内に移動させた後、互いの継手管内及び接合面間に充填剤を充填することを特徴とする。   According to the second aspect of the present invention, a joint pipe connected to the main bar and opened to the joint surface is embedded in the joint portion of the PC members joined to each other, and a filler pipe is filled in the joint pipe of one PC member. The injection port is provided in the back part, and the joint rod is inserted into the joint pipe, and the joint part of the one PC member is placed in the joint pipe of the one PC member in a state where the joint pipes face each other and face each other. By injecting the filler from the injection port, the joint rod is advanced and moved into the joint pipe of the other PC member, and then the filler is filled in the joint pipe and between the joint surfaces.

このように、一方のPC部材の継手管内に奥方部の注入口から充填剤を注入することにより、継手棒を前進させて他方のPC部材の継手管内に移動させるものであり、充填剤の注入が容易で同時に継手棒の挿入も容易である。
その後、互いの継手管内及び接合面間に充填剤を充填するだけで良く、型枠・支保工・コンクリート打ちが不要である。しかも、充填剤の注入だけなので、作業性が良く手間も少ない。
Thus, by injecting filler into the joint pipe of one PC member from the injection port at the back, the joint rod is moved forward and moved into the joint pipe of the other PC member. The joint rod can be easily inserted at the same time.
After that, it is only necessary to fill the filler in the joint pipes and between the joint surfaces, and there is no need for formwork, support work and concrete casting. Moreover, since only filler is injected, workability is good and less labor is required.

請求項3に記載の発明は、例えば図1に示すように、主筋11・12・21・22に接続されて接合面に開口し、かつ充填剤の注入口15・25を有する継手管13・23を埋設して備えるPC部材10・20を特徴とする。   The invention described in claim 3 is, for example, as shown in FIG. 1, a joint pipe 13. Which is connected to the main bars 11, 12, 21, 22 and opens in the joint surface and has filler inlets 15, 25. It is characterized by PC members 10 and 20 provided with 23 embedded therein.

このように、主筋に接続されて接合面に開口し、かつ充填剤の注入口を有する継手管を埋設して備えるPC部材を用いることで、請求項1に記載の発明に係る接合方法を実施できる。   Thus, the joining method which concerns on the invention of Claim 1 is implemented by using the PC member which embeds the joint pipe which is connected to the main reinforcement and opens to the joint surface and has the filler inlet. it can.

請求項4に記載の発明は、請求項3に記載のPC部材であって、例えば図1に示すように、前記継手管13の奥方部は、継手棒16が摺動可能なシリンダ部14となっていて、このシリンダ部14に充填剤の注入口15が設けられていることを特徴とする。   The invention according to claim 4 is the PC member according to claim 3, and for example, as shown in FIG. 1, the inner portion of the joint pipe 13 includes a cylinder portion 14 on which the joint rod 16 can slide. The cylinder portion 14 is provided with a filler inlet 15.

このように、奥方部が継手棒を摺動させるシリンダ部で充填剤の注入口を有する継手管を用いることで、請求項1または2に記載の発明に係る接合方法を実施できる。   Thus, the joining method which concerns on invention of Claim 1 or 2 can be implemented by using the joint pipe | tube which has the injection port of a filler in the cylinder part whose back part slides a joint stick | rod.

本発明によれば、一方のPC部材の継手管内に注入口から充填剤を注入することにより、継手棒を前進させて他方のPC部材の継手管内に移動させるため、充填剤の注入と同時に継手棒の挿入も容易に行うことができる。
そして、その後は互いの継手管内及び接合面間に充填剤を充填するだけで良く、型枠・支保工・コンクリート打ちが不要であり、特に充填剤の注入だけで良いため、作業性が良く手間も少なく、従って工期短縮に寄与できる。
以上の通り、鉄筋をPC部材から突出させておく必要のない継手方法により、PC部材を接近させて接合部の省力化を達成できる。
According to the present invention, by injecting the filler from the inlet into the joint pipe of one PC member, the joint rod is advanced and moved into the joint pipe of the other PC member. The rod can also be easily inserted.
After that, it is only necessary to fill the filler pipes and between the joint surfaces with each other, and there is no need for formwork, support work or concrete casting. Therefore, it can contribute to shortening the construction period.
As described above, the joint method that does not require the reinforcing bars to protrude from the PC member can bring the PC member closer to achieve labor saving of the joint.

以下、図を参照して本発明を実施するための最良の形態を詳細に説明する。
本発明を適用した一実施形態の構成を示す図1において、10・20はPC梁(PC部材)、11・21は梁上端主筋、12・22は梁下端主筋、13・23は継手管、14はシリンダ部、15・25は注入口、16は継手棒、17はピストン部、30は充填剤である。
Hereinafter, the best mode for carrying out the present invention will be described in detail with reference to the drawings.
In FIG. 1 showing the configuration of an embodiment to which the present invention is applied, 10 and 20 are PC beams (PC members), 11 and 21 are beam upper main bars, 12 and 22 are beam lower main bars, and 13 and 23 are joint pipes, 14 is a cylinder part, 15 and 25 are inlets, 16 is a joint rod, 17 is a piston part, and 30 is a filler.

図示のように、PC梁10・20は、互い接合部において、各々の梁上端主筋11・21及び梁下端主筋12・22にそれぞれ溶接して埋設した継手管13・23を備えている。この継手管13・23は、内周面に例えばスパイラル状の突条を有する鋼管継手であり、PC部材10・20の接合面に端部がそれぞれ開口している。なお、主筋と継手管の接続は、溶接の他、ネジ式や圧着式により行っても良い。   As shown in the figure, the PC beams 10 and 20 are provided with joint pipes 13 and 23 that are welded and buried in the beam upper main bars 11 and 21 and the beam lower bar main bars 12 and 22, respectively, at the joint portion. The joint pipes 13 and 23 are steel pipe joints having, for example, spiral protrusions on the inner peripheral surface, and end portions are opened on the joint surfaces of the PC members 10 and 20, respectively. The connection between the main reinforcing bar and the joint pipe may be performed by a screw type or a crimp type in addition to welding.

そして、図示例では左側のPC梁10において、継手管13の奥方部にシリンダ部14が一体に形成されている。このシリンダ部14は、内径が継手管13の内径より僅かに小さいものである。このシリンダ部14の奥方部に注入口15が開口している。この注入口15には、図示しない外部の充填剤圧送装置が接続される。
また、継手管13・23にも複数(図示例では前後2つ)の注入口15が開口している。
In the illustrated example, the cylinder portion 14 is integrally formed in the back portion of the joint pipe 13 in the PC beam 10 on the left side. The cylinder portion 14 has an inner diameter slightly smaller than the inner diameter of the joint pipe 13. An injection port 15 is open at the back of the cylinder portion 14. An external filler pumping device (not shown) is connected to the injection port 15.
A plurality (two in the illustrated example) of inlets 15 are also opened in the joint pipes 13 and 23.

さらに、図示左側のPC梁10の継手管13には、予め継手棒16が挿入されている。この継手棒16は、応力伝達のための鉄筋または鋼棒であり、継手管13の奥方のシリンダ部14にまで挿入されている。すなわち、継手棒16は、シリンダ部14に摺動自在に嵌合するピストン部17を端部に一体に有している。   Further, a joint rod 16 is inserted in advance into the joint pipe 13 of the PC beam 10 on the left side of the figure. The joint bar 16 is a reinforcing bar or a steel bar for stress transmission, and is inserted into the cylinder part 14 at the back of the joint pipe 13. That is, the joint bar 16 has a piston portion 17 that is slidably fitted to the cylinder portion 14 at the end.

次に、以上の継手構造を備えたPC梁10・20の接合の仕方を説明する。
先ず、図1に矢印で示すように、互いの継手管13・23を対向させて接合面を接近させるようにしてPC梁10・20をセットする。
そして、図2に矢印で示したように、一方のPC部材10のシリンダ部14内に奥方の注入口15から、やや粘度の高いグラウト等の充填剤30を注入していく。この充填剤30の注入により、ピストン部17が押し込まれて継手棒16が前進し、継手棒16の先端部が他方のPC部材20の継手管23内に進入していく。
Next, a method of joining the PC beams 10 and 20 having the above joint structure will be described.
First, as shown by the arrows in FIG. 1, the PC beams 10 and 20 are set so that the joint pipes 13 and 23 face each other and the joining surfaces approach each other.
Then, as shown by an arrow in FIG. 2, a filler 30 such as grout having a slightly high viscosity is injected into the cylinder portion 14 of one PC member 10 from the injection port 15 at the back. By the injection of the filler 30, the piston portion 17 is pushed in and the joint rod 16 moves forward, and the distal end portion of the joint rod 16 enters the joint pipe 23 of the other PC member 20.

やがて、図3に示したように、継手棒16の先端部が継手管23の奥方部に突き当たって止まる。これにより、継手棒16が両方の継手管13・23内に掛け渡された状態になる。なお、継手棒16の先端部が継手管23の奥方部に突き当てる他、継手管23の奥方に、継手棒16が行き過ぎないようストッパを設ける等の適当な処置をしておいても良い。
その後、図4に矢印で示したように、両方のPC部材10・20の継手管13・23内に各々の注入口25から充填剤30をそれぞれ注入することにより、互いの継手管13・23内及び接合面間に充填剤30を充填する。
Eventually, as shown in FIG. 3, the distal end portion of the joint rod 16 abuts against the inner portion of the joint tube 23 and stops. As a result, the joint rod 16 is stretched over both joint pipes 13 and 23. In addition, the tip of the joint bar 16 may abut against the back part of the joint pipe 23, or an appropriate measure such as providing a stopper so that the joint bar 16 does not go too far behind the joint pipe 23 may be taken.
Thereafter, as indicated by arrows in FIG. 4, the filler 30 is injected into the joint pipes 13 and 23 of both the PC members 10 and 20 from the respective inlets 25, whereby the joint pipes 13 and 23 of each other are injected. Filler 30 is filled between the inner surface and the joint surface.

以上のように、PC部材10・20において、充填剤30の注入で継手棒16が所定位置まで移動した段階で、さらに継手管13・23内及び接合面間に充填剤30を充填させて接合する構造となっている。
すなわち、一方のPC部材10の継手管13、具体的には、シリンダ部14内に奥方の注入口15から充填剤30を注入することにより、継手棒16を前進させて他方のPC部材20の継手管23内に移動させるため、PC部材間の狭い隙間から充填剤を注入する面倒な作業は不要であり、充填剤30の注入が容易で継手棒16も同時に挿入できる。
そして、その後は、両方のPC部材10・20の継手管13・23内に各々の注入口25から充填剤30をそれぞれ注入して、互いの継手管13・23内及び接合面間に充填剤30を充填するだけで良いため、鉄筋溶接の場合のような型枠・支保工・コンクリート打ちが不要であり、充填剤30の注入だけで作業性が良く手間も少ない。
As described above, in the PC members 10 and 20, when the joint rod 16 is moved to a predetermined position by the injection of the filler 30, the filler 30 is further filled in the joint pipes 13 and 23 and between the joint surfaces and joined. It has a structure to do.
That is, by injecting the filler 30 into the joint pipe 13 of one PC member 10, specifically, the cylinder portion 14 from the back inlet 15, the joint bar 16 is advanced to advance the other PC member 20. Since it moves in the joint pipe | tube 23, the troublesome operation | work which inject | pours a filler from the narrow clearance gap between PC members is unnecessary, injection | pouring of the filler 30 is easy and the joint rod 16 can also be inserted simultaneously.
After that, the filler 30 is injected into the joint pipes 13 and 23 of both the PC members 10 and 20 from the respective injection ports 25 to fill the filler pipes 13 and 23 and between the joint surfaces. Since it is only necessary to fill 30, there is no need for formwork, support work, and concrete placement as in the case of reinforcing bar welding.

ここで、PC部材10・20の接合部は、そのPC部材10・20の製品精度・充填剤30の充填性から10mm程度の間隔となり、型枠の設置が不要である。
以上のように、鉄筋をPC部材から突出させておく必要のない継手方法によって、PC部材10・20を接近させて接合部の省力化できるものである。
Here, the joint portions of the PC members 10 and 20 have an interval of about 10 mm because of the product accuracy of the PC members 10 and 20 and the filling property of the filler 30, and it is not necessary to install a mold.
As described above, the PC members 10 and 20 can be brought close to each other by a joint method that does not require the reinforcing bars to protrude from the PC member, so that the labor of the joint portion can be saved.

ここで、実施形態では、複数の注入口を設けて充填剤を注入したが、一つの注入口だけから充填剤を注入するようにしても良い。すなわち、一方のPC部材10のシリンダ部14奥方に一つの注入口15を設けておくだけで、継手管13・23には注入口15を一切設けなくても良い。
その場合、一つの注入口15からシリンダ部14内への充填剤30の注入で継手棒16が継手管23の所定位置まで移動した時点で、ピストン部17が継手管13内に入って、継手管13内にも充填剤30が注入されるように設定しておく。これにより、継手管13から充填剤30が継手管23内及び接合面間にも充填されるようになる。
Here, in the embodiment, the filler is injected by providing a plurality of injection ports, but the filler may be injected from only one injection port. That is, it is not necessary to provide the injection port 15 at all in the joint pipes 13 and 23 by providing only one injection port 15 behind the cylinder part 14 of one PC member 10.
In that case, when the joint rod 16 moves to a predetermined position of the joint pipe 23 by injection of the filler 30 into the cylinder part 14 from one inlet 15, the piston part 17 enters the joint pipe 13, It is set so that the filler 30 is also injected into the tube 13. Thereby, the filler 30 is filled from the joint pipe 13 into the joint pipe 23 and between the joint surfaces.

また、継手棒16を鋼棒とした場合、その鋼棒の外周面に溝等の凹部を形成して、その凹部から充填剤30が回り込むようにしても良い。   Further, when the joint bar 16 is a steel bar, a recess such as a groove may be formed on the outer peripheral surface of the steel bar, and the filler 30 may be introduced from the recess.

なお、以上の実施形態においては、PC梁同士の接合としたが、本発明はこれに限定されるものではなく、PC梁とPC柱の接合であっても良い。
また、その他、具体的な細部構造等についても適宜に変更可能であることは勿論である。
In the above embodiment, the PC beams are joined to each other. However, the present invention is not limited to this, and the PC beams and the PC pillars may be joined.
In addition, it is needless to say that other specific detailed structures can be appropriately changed.

本発明を適用した一実施形態の構成を示すもので、接合するPC部材をセットする位置合わせ直前の状態を示した断面図である。BRIEF DESCRIPTION OF THE DRAWINGS It is sectional drawing which shows the structure of one Embodiment to which this invention is applied, and showed the state just before the positioning which sets the PC member to join. PC部材の位置合わせ後、充填剤の注入により継手棒を移動させる過程を示した断面図である。It is sectional drawing which showed the process of moving a coupling rod by injection | pouring of a filler after alignment of PC member. 継手棒の移動完了を示した断面図である。It is sectional drawing which showed the completion of a movement of a coupling rod. 継手管及び接合面間への充填剤の充填を示した断面図である。It is sectional drawing which showed filling with the filler between a joint pipe and a joining surface.

符号の説明Explanation of symbols

10・20 PC部材
11・12・21・22 主筋
13・23 継手管
14 シリンダ部
15・25 注入口
16 継手棒
17 ピストン部
30 充填剤
10/20 PC member 11/12/21 Main bar 13/23 Joint pipe 14 Cylinder part 15/25 Inlet 16 Joint rod 17 Piston part 30 Filler

Claims (4)

互いに接合するPC部材の接合部に、主筋に接続されて接合面に開口し、かつ充填剤の注入口を有する継手管を埋設しておくとともに、
一方のPC部材の継手管内に継手棒を挿入しておき、
互いの継手管を対向させて接合面を接近させた状態で、前記一方のPC部材の継手管内に注入口から充填剤を注入することにより、継手棒を前進させて他方のPC部材の継手管内に移動させた後、
他方のPC部材の継手管内にも注入口から充填剤を注入して、互いの継手管内及び接合面間に充填剤を充填することを特徴とするPC部材の接合方法。
In the joint part of the PC members that are joined together, a joint pipe that is connected to the main bar and opens in the joint surface and has a filler inlet is embedded,
Insert the joint rod into the joint pipe of one PC member,
In a state where the joint pipes are opposed to each other and the joint surfaces are close to each other, a filler is injected into the joint pipe of the one PC member from the injection port, so that the joint rod is advanced and the joint pipe of the other PC member is After moving to
A method of joining PC members, wherein a filler is injected also into a joint pipe of the other PC member from an inlet, and the filler is filled in the joint pipe and between joint surfaces.
互いに接合するPC部材の接合部に、主筋に接続されて接合面に開口する継手管を埋設しておくとともに、
一方のPC部材の継手管には充填剤の注入口を奥方部に設けて、その継手管内に継手棒を挿入しておき、
互いの継手管を対向させて接合面を接近させた状態で、前記一方のPC部材の継手管内に奥方部の注入口から充填剤を注入することにより、継手棒を前進させて他方のPC部材の継手管内に移動させた後、互いの継手管内及び接合面間に充填剤を充填することを特徴とするPC部材の接合方法。
In the joint portion of the PC members that are joined together, a joint pipe that is connected to the main bar and opens to the joint surface is embedded,
The joint pipe of one PC member is provided with a filler inlet in the back, and a joint rod is inserted into the joint pipe,
In a state where the joint pipes are opposed to each other and the joint surface is brought close to the joint pipe, a filler is injected into the joint pipe of the one PC member from the injection port at the back, so that the joint rod is advanced to the other PC member A PC member joining method characterized by filling a filler pipe between each joint pipe and between the joint surfaces after being moved into the joint pipe.
主筋に接続されて接合面に開口し、かつ充填剤の注入口を有する継手管を埋設して備えることを特徴とするPC部材。   A PC member comprising a joint pipe which is connected to a main reinforcing bar and has an opening in a joint surface and which has a filler inlet. 前記継手管の奥方部は、継手棒が摺動可能なシリンダ部となっていて、このシリンダ部に充填剤の注入口が設けられていることを特徴とする請求項3に記載のPC部材。   4. The PC member according to claim 3, wherein a depth part of the joint pipe is a cylinder part in which a joint bar can slide, and a filler inlet is provided in the cylinder part. 5.
JP2004098738A 2004-03-30 2004-03-30 PC member joining method and PC member Expired - Fee Related JP4272572B2 (en)

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Cited By (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2008069591A (en) * 2006-09-15 2008-03-27 Takenaka Komuten Co Ltd Method and structure for joining precast reinforced concrete beam members together
JP2009097307A (en) * 2007-10-19 2009-05-07 Takenaka Komuten Co Ltd Joint structure and method of precast concrete member
JP2013096164A (en) * 2011-11-02 2013-05-20 Kajima Corp Installation method of precast member and precast member used in the same
CN103243618A (en) * 2013-03-29 2013-08-14 隔而固(青岛)振动控制有限公司 Easy-maintenance central shear hinge and application thereof
JP2015001129A (en) * 2013-06-18 2015-01-05 日本スプライススリーブ株式会社 Method and structure for connection of curved precast members with each other
JP6340117B1 (en) * 2017-05-19 2018-06-06 大成ロテック株式会社 Road laying

Cited By (8)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2008069591A (en) * 2006-09-15 2008-03-27 Takenaka Komuten Co Ltd Method and structure for joining precast reinforced concrete beam members together
JP2009097307A (en) * 2007-10-19 2009-05-07 Takenaka Komuten Co Ltd Joint structure and method of precast concrete member
JP2013096164A (en) * 2011-11-02 2013-05-20 Kajima Corp Installation method of precast member and precast member used in the same
CN103243618A (en) * 2013-03-29 2013-08-14 隔而固(青岛)振动控制有限公司 Easy-maintenance central shear hinge and application thereof
CN103243618B (en) * 2013-03-29 2016-03-16 隔而固(青岛)振动控制有限公司 Easy-maintenance central shear hinge and application thereof
JP2015001129A (en) * 2013-06-18 2015-01-05 日本スプライススリーブ株式会社 Method and structure for connection of curved precast members with each other
JP6340117B1 (en) * 2017-05-19 2018-06-06 大成ロテック株式会社 Road laying
JP2018193812A (en) * 2017-05-19 2018-12-06 大成ロテック株式会社 Road laid object

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