JPS5953435B2 - concrete structure - Google Patents
concrete structureInfo
- Publication number
- JPS5953435B2 JPS5953435B2 JP52091517A JP9151777A JPS5953435B2 JP S5953435 B2 JPS5953435 B2 JP S5953435B2 JP 52091517 A JP52091517 A JP 52091517A JP 9151777 A JP9151777 A JP 9151777A JP S5953435 B2 JPS5953435 B2 JP S5953435B2
- Authority
- JP
- Japan
- Prior art keywords
- concrete structure
- joint
- concrete
- bolt
- joint fitting
- 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
Links
Landscapes
- Joining Of Building Structures In Genera (AREA)
- Sewage (AREA)
- Lining And Supports For Tunnels (AREA)
Description
【発明の詳細な説明】
本発明は、地下鉄トンネル、上下水道、貯水槽を構築す
る際に使用されるコンクリート構造物に関するものであ
る。DETAILED DESCRIPTION OF THE INVENTION The present invention relates to concrete structures used in constructing subway tunnels, water and sewerage systems, and water storage tanks.
最近、地下鉄トンネル、上下水道、貯水槽を構築する際
、工事期間の短縮、構築現場のスペースの縮少などの目
的から予め工場で規格化して生産された円弧板状のコン
クリート構造物が使用されている。Recently, when constructing subway tunnels, water supply and sewerage systems, and water storage tanks, arc plate-shaped concrete structures that have been standardized and produced in advance at factories are being used to shorten construction periods and reduce construction site space. ing.
このコンクリート構造物を工場から構築現場に運搬して
、構築現場でプレハブ方式に締結して組立てて地下鉄ト
ンネルや上下水道等が構築されている。This concrete structure is transported from a factory to a construction site, where it is prefabricated and assembled to construct subway tunnels, water supply and sewage systems, etc.
ところで、従来この種のコンクリート構造物は第1図に
示すように構成されていた。Incidentally, conventionally, this type of concrete structure was constructed as shown in FIG.
すなわち、円弧板状のコンクリート構造物1の端面に継
手金具2が複数個埋設されており、相隣り合うコンクリ
ート構造物同志の連結は、コンクリート構造物1の端面
を一致させて該端面に設けた継手金具2同志をボルト締
めすることによってなされている。That is, a plurality of joint fittings 2 are buried in the end face of the arc plate-shaped concrete structure 1, and the connection between adjacent concrete structures is made by aligning the end faces of the concrete structures 1 and providing them on the end faces. This is done by bolting the fittings 2 together.
この継手金具2は第2図及び第3図に示すようにボルト
挿通孔3を有したフランジ部4の両側部に埋め込み脚6
を溶接により固定して構成され、該両側部5と埋め込み
脚6とがコンクリート構造物1に埋め込まれ、該フラン
ジ部4がコンクリート構造物1の端面に露呈されている
。As shown in FIGS. 2 and 3, this joint fitting 2 has embedded legs 6 on both sides of a flange portion 4 having bolt insertion holes 3.
are fixed by welding, the both side parts 5 and the embedded legs 6 are embedded in the concrete structure 1, and the flange part 4 is exposed at the end surface of the concrete structure 1.
しかしながら、従来のコンクリート構造物によれば、継
手金具のフランジ部が薄い鋼板からなるため、両コンク
リート構造物の接合端面を互いに引き離す方向に引っ張
り力が強く作用した場合に締結したフランジ部の中央部
のボルト締め部分7に応力が集中すると、第4図に示す
ようにフランジ部4が湾曲してボルト締めをした中央部
が外方に膨出し、このため両コンクリート構造物の接合
端面が互いに引き離れるおそれがあった。However, according to conventional concrete structures, the flange part of the joint fitting is made of a thin steel plate, so when a strong tensile force acts in a direction that pulls the joint end surfaces of both concrete structures apart from each other, the central part of the joined flange part When stress concentrates on the bolted part 7 of the concrete structure, the flange part 4 curves and the bolted central part bulges outward as shown in Fig. 4, causing the joint end surfaces of both concrete structures to pull against each other. There was a risk of leaving.
このことは水蜜性が絶対の条件である上下水道や貯水槽
にとっては極めて重大であり、また上下水道や貯水槽の
構造自体が弱体化する点においても極めて重大である。This is extremely important for water supply, sewage, and water storage tanks where water retention is an absolute requirement, and is also extremely important in that it weakens the structure of the water supply, sewage, and water storage tanks themselves.
そこで、継手金具のフランジ部を補強することが種々提
案されたが、上述した欠点を充分に解消し得るものでは
なかった。Therefore, various proposals have been made to reinforce the flange portion of the joint fitting, but none of them have been able to sufficiently eliminate the above-mentioned drawbacks.
また、従来のコンクリート構造物によれば、継手金具の
両側部と埋め込み脚とが単にコンクリート構造物に埋設
されているだけなので、両コンクリート構造物の接合端
面を互いに引き離す方向に引っ張り力が強く作用した場
合、継手金具がコンクリート構造物から抜脱するおそれ
もあった。Furthermore, according to conventional concrete structures, both sides of the joint fittings and the embedded legs are simply buried in the concrete structure, so a strong tensile force acts in the direction of separating the joint end surfaces of both concrete structures from each other. In such a case, there was a risk that the joint fittings would come off from the concrete structure.
本発明は上記事情に鑑みてなされたもので、その目的と
するところは、連結した両コンクリート構造物間に引張
力が作用してもコンクリート構造物の接合端面が互いに
引き離されることなく、またコンクリート構造物に埋設
した継手金具がコンクリート構造物から抜脱することの
ないようにしたコンクリート構造物を提供することにあ
る。The present invention has been made in view of the above circumstances, and its purpose is to prevent the joined end surfaces of the concrete structures from being separated from each other even if a tensile force is applied between the two connected concrete structures, and to prevent the concrete structures from being separated from each other. To provide a concrete structure in which a joint fitting buried in the structure is prevented from coming off from the concrete structure.
第5図は本発明の一実施例を示しており、コンクリート
構造物8は円弧板状に構成され、その端面には継手金具
9が適宜間隔をおいて複数個埋設されている。FIG. 5 shows an embodiment of the present invention, in which a concrete structure 8 is constructed in the shape of a circular arc plate, and a plurality of joint fittings 9 are buried in the end face thereof at appropriate intervals.
この継手金具9は第6図に示すようにボルト挿通孔10
を有する鋼管からなる円筒状のボルト取付部11の外周
に鋼板からなる矩形状の支持部12が3個円周方向に等
間隔で配設されている。This joint fitting 9 has a bolt insertion hole 10 as shown in FIG.
Three rectangular support parts 12 made of steel plates are disposed at equal intervals in the circumferential direction on the outer periphery of a cylindrical bolt attachment part 11 made of a steel pipe.
この支持部12はボルト取付部11の外周から放射状に
延びるようにその基部がボルト取付部11の外周に溶接
13で個宛されている。The support portion 12 has a base portion welded to the outer circumference of the bolt attachment portion 11 by welding 13 so as to extend radially from the outer circumference of the bolt attachment portion 11 .
またこの支持部12の端部は上記コンクリート構造物8
の骨枠を構成する鉄筋14の端部に溶接15により固定
されている。Moreover, the end of this support part 12 is attached to the concrete structure 8.
It is fixed by welding 15 to the ends of reinforcing bars 14 that constitute the frame of the frame.
上記継手金具9は上述の如く支持部12の端部を鉄筋1
4に溶接15により固定して第7図及び第8図に示すよ
うにコンクリート構造物8中に上記ボルト取付部11の
外端面がコンクリート構造物8の端面と一致するように
埋設されている。The joint fitting 9 connects the end of the support portion 12 to the reinforcing bar 1 as described above.
4 by welding 15, and as shown in FIGS. 7 and 8, the bolt attachment portion 11 is buried in a concrete structure 8 such that the outer end surface thereof is aligned with the end surface of the concrete structure 8.
なお図中18は上記コンクリート構造物8の継手金具9
を埋設した位置の近傍に設けられたボルト締結操作用の
開口部で、その内壁面16aに上記ボルト取付部11の
内端面が露呈している。In addition, 18 in the figure is the joint fitting 9 of the concrete structure 8.
The inner end surface of the bolt attachment part 11 is exposed on the inner wall surface 16a of the opening for bolt fastening operation provided near the buried position.
しかして、上述の如く構成されたコンクリート構造v0
8同志を連結するには、コンクリート構造vIJ8の端
面17同志を第7図に示すように各ボルト取付部11.
11の位置が一致するようにして当接させて締付ボルト
18を一方のボルト取付部11のボルト挿通孔10から
他方ボルト取付部11のボルト挿通孔10に挿通して綴
止用の座金19を介してナツト20を螺合緊締する。Therefore, the concrete structure v0 configured as described above
To connect the 8 comrades, connect the end faces 17 of the concrete structure vIJ8 to each bolt attachment part 11. as shown in FIG.
11 are brought into contact with each other in the same position, and the tightening bolt 18 is inserted from the bolt insertion hole 10 of one bolt attachment part 11 to the bolt insertion hole 10 of the other bolt attachment part 11, and the washer 19 for fastening is inserted. The nut 20 is screwed and tightened through.
ボルト締付操作後、開口部16には例えば無収縮モルタ
ル。After the bolt tightening operation, the opening 16 is filled with, for example, non-shrinkage mortar.
などの充填材を充填しておく。Fill it with filler such as
なお上記した実施例では継手金具9を第6図に示すよう
にボルト取付部11の外周に支持部12を3個配設して
構成した場合を示したが、第9図に示すようにボルト取
付部11の外周に支持部1・2を2個配設して構成して
もよく、支持部12の個数は上記実施例のように3個に
限られるものではない。In the above-mentioned embodiment, the joint fitting 9 was constructed by arranging three supporting parts 12 around the outer periphery of the bolt attachment part 11 as shown in FIG. 6, but as shown in FIG. Two supporting parts 1 and 2 may be arranged around the outer periphery of the attachment part 11, and the number of supporting parts 12 is not limited to three as in the above embodiment.
第10図は本発明の他の実施例を示しており、継手金具
9の支持部12の前面に、支持部12の端部からボルト
取付部11に向って上方に傾斜するリブ21が設けられ
ている。FIG. 10 shows another embodiment of the present invention, in which a rib 21 is provided on the front surface of the support portion 12 of the joint fitting 9, which slopes upward from the end of the support portion 12 toward the bolt attachment portion 11. ing.
以上説明したように本発明のコンクリート構造物によれ
ば、コンクリート構造物中に埋設された継手金具のボル
ト取付部が円筒状に構成されいるから、連結された両コ
ンクリート構造物間に引張力が作用してもボルト取付部
が従来のコンクリート構造物中に埋設された継手金具の
フランジ部のように外方に膨出する損れがなく、従って
、両コンクリート構造物の接合端面が互いに引き離され
ることがない。As explained above, according to the concrete structure of the present invention, since the bolt attachment part of the joint fitting buried in the concrete structure is configured in a cylindrical shape, tensile force is generated between the two connected concrete structures. Even when the bolt attachment part is in contact with the concrete structure, the bolt attachment part does not bulge outward like the flange part of a joint fitting buried in a conventional concrete structure, and therefore the joint end surfaces of both concrete structures are separated from each other. Never.
また上記ボルト取付部の外周に放射状に延びる支持部を
溶接により固定して継手金具を構成したから、継手金具
の製作が容易であり、また、上記支持部の端部をコンク
リート構造物の骨枠を構成する鉄筋に溶接により固定し
たから、継手金具がコンクリート構造物から抜脱するお
それがないとともに、コンクリート構造物の強度が向上
し、さらに支持部を鉄筋に強固に固定出来る。In addition, since the joint fittings are constructed by fixing the support parts extending radially around the outer periphery of the bolt attachment part by welding, it is easy to manufacture the joint fittings. Since it is fixed by welding to the reinforcing bars that make up the joint, there is no risk of the joint fittings coming off the concrete structure, the strength of the concrete structure is improved, and the support part can be firmly fixed to the reinforcing bars.
また上記支持部をボルト取付部の外周に放射状に延びる
ように設けたから、支持部の端部を鉄筋に溶接する作業
が容易に行なえる等の利点を有している。Further, since the support part is provided to extend radially around the outer periphery of the bolt attachment part, there is an advantage that the end part of the support part can be easily welded to the reinforcing bar.
第1図〜第4図は従来例を示しており、第1図はコンク
リート構造物の斜視図2図は継手金具の斜視図、第3図
はコンクリート構造物の継手金具が埋設された部分の部
分断面図、第4図は引っ張り力を受けたコンクリート構
造物の接合面が離間した状態を示す断面図、第5図〜第
9図は本発明の一実施例を示しており、第5図はコンク
リート構造物の斜視図、第8図及び第9図は継手金具の
斜視図、第7図はコンクリート構造物を連結した状態を
示す部分縦断面図、第8図はコンクリート構造物の側面
図、第10図は他の実施例を示す部分横断面図である。
8・・・・・・コンクリート構造物、9・・・・・・継
手金具、10・・・・・・ボルト挿通孔、11・・・・
・・ボルト取付部、12・・・・・・支持部、14・・
・・・・鉄筋、13.15・・・・・・溶接。Figures 1 to 4 show conventional examples, where Figure 1 is a perspective view of a concrete structure, Figure 2 is a perspective view of a joint fitting, and Figure 3 is a part of a concrete structure where the joint fitting is buried. FIG. 4 is a partial sectional view showing a state in which the joint surfaces of a concrete structure subjected to tensile force are separated; FIGS. 5 to 9 show an embodiment of the present invention; FIG. is a perspective view of the concrete structure, Figures 8 and 9 are perspective views of the joint fittings, Figure 7 is a partial longitudinal sectional view showing the state in which the concrete structures are connected, and Figure 8 is a side view of the concrete structure. , FIG. 10 is a partial cross-sectional view showing another embodiment. 8...Concrete structure, 9...Joint fittings, 10...Bolt insertion hole, 11...
... Bolt mounting part, 12... Support part, 14...
...Reinforcing bars, 13.15...Welding.
Claims (1)
に放射状に延びる支持部を溶接により固定して継手金具
を構成し、上記支持部の端部をコンクリート構造物の骨
枠を構成する鉄筋に溶接により固定して、上記取付部の
ボルト挿通孔がコンクリート構造物の端面で開口するよ
うに上記継手金具をコンクリートに埋設したことを特徴
とするコンクリート構造物。1 A radially extending support part is fixed by welding to the outer periphery of a cylindrical bolt attachment part having a bolt insertion hole to form a joint fitting, and the end of the support part is attached to the reinforcing steel that constitutes the frame of the concrete structure. A concrete structure, characterized in that the joint fitting is fixed by welding and buried in concrete so that the bolt insertion hole of the attachment part opens at an end face of the concrete structure.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP52091517A JPS5953435B2 (en) | 1977-07-30 | 1977-07-30 | concrete structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP52091517A JPS5953435B2 (en) | 1977-07-30 | 1977-07-30 | concrete structure |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JPS5426032A JPS5426032A (en) | 1979-02-27 |
| JPS5953435B2 true JPS5953435B2 (en) | 1984-12-25 |
Family
ID=14028593
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP52091517A Expired JPS5953435B2 (en) | 1977-07-30 | 1977-07-30 | concrete structure |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JPS5953435B2 (en) |
-
1977
- 1977-07-30 JP JP52091517A patent/JPS5953435B2/en not_active Expired
Also Published As
| Publication number | Publication date |
|---|---|
| JPS5426032A (en) | 1979-02-27 |
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