JPH11158984A - Expansion joint for concrete structure - Google Patents

Expansion joint for concrete structure

Info

Publication number
JPH11158984A
JPH11158984A JP9345843A JP34584397A JPH11158984A JP H11158984 A JPH11158984 A JP H11158984A JP 9345843 A JP9345843 A JP 9345843A JP 34584397 A JP34584397 A JP 34584397A JP H11158984 A JPH11158984 A JP H11158984A
Authority
JP
Japan
Prior art keywords
fixing member
concrete structure
joint
anchor bolt
inner peripheral
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
Application number
JP9345843A
Other languages
Japanese (ja)
Other versions
JP3045990B2 (en
Inventor
Yoshinori Asanuma
吉則 浅沼
Tadatoshi Ozawa
忠利 小澤
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Seibu Polymer Corp
Original Assignee
Seibu Polymer Corp
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
Application filed by Seibu Polymer Corp filed Critical Seibu Polymer Corp
Priority to JP9345843A priority Critical patent/JP3045990B2/en
Publication of JPH11158984A publication Critical patent/JPH11158984A/en
Application granted granted Critical
Publication of JP3045990B2 publication Critical patent/JP3045990B2/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

Links

Landscapes

  • Sewage (AREA)
  • Lining And Supports For Tunnels (AREA)
  • Joints Allowing Movement (AREA)

Abstract

PROBLEM TO BE SOLVED: To prevent that a flexible cut-off member slips from a fixing member by forming an inclination which increases toward an end, in which the support part of a fixing member is formed, on the fixing member and a washer. SOLUTION: In the case where a joint 1 is executed, a flexible cut-off member 3, push plates 4, 4' and fixing members 5, 5' are disposed after anchor bolts 6, 6' are buried in concrete structures 2, 2'. Next, washers 8, 8' are mounted on the anchor bolts 6, 6' to tighten nuts 7, 7' so as to fix both the ends 3b, 3b of the flexible cut-off member 3 on the concrete structures 2, 2'. In this case, since inclinations are formed on the fixing members 5, 5' and the washers 8, 8', and even if force pulling the flexible cut-off member 3 to a center is acted by the open or the like of the joint, the fixing member does not move. Thus, simultaneous movement of the fixing member, the push plate and the flexible cut-off member can be effectively prevented, and the flexible cut-off member can be prevented from slipping off by pushing forcing shortage.

Description

【発明の詳細な説明】DETAILED DESCRIPTION OF THE INVENTION

【0001】[0001]

【発明の属する技術分野】本発明は暗渠等コンクリート
構造物用の伸縮継手に関し、特にこれらのコンクリート
構造物用継手の補修用継手として好適な伸縮継手に関す
る。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to expansion joints for concrete structures such as culverts, and more particularly to expansion joints suitable for repairing these joints for concrete structures.

【0002】[0002]

【従来の技術】従来暗渠等1対のコンクリート構造物を
接続する伸縮継手を補修する場合図8の部分断面図に示
す継手が考えられる。すなわち、継手aは、接続される
1対のコンクリート構造物bの対向する端部cに跨って
配置されるゴム・合成樹脂等からなる短筒状の可撓止水
部材dを備える。この可撓止水部材dの両端部eの内周
面上にはL形鋼等からなる環状の押え板fが配され、さ
らにこの押え板fの内周側には、断面L字状、平面視短
形の固定部材gがコンクリート構造物bの周方向に所定
の間隔で配される。この固定部材gの継手の軸方向に延
長する辺の一端部には外周側の面が押え板fの内周面へ
接触する押え部hが形成され、押え部hと継手軸方向に
隣接し可撓止水部材dの端縁から継手軸方向外側(コン
クリート構造物bの、対向する端縁から遠ざかる側)の
部分iには継手軸方向に長径を有する長穴からなるアン
カーボルト挿入孔jが形成されている。また固定部材g
の継手軸方向に延長する辺の他端部には半径方向外側に
折曲する支持部kが形成されている。可撓止水部材dの
端縁から継手軸方向外側において周方向に所定間隔でコ
ンクリート構造物に埋設されるアンカーボルトlが固定
部材gのアンカーボルト挿通孔jに挿通されている。ま
たアンカーボルトlと螺合するナットmと固定部材gと
の間にはワッシャーnが介挿されている。各構成部材を
所定の位置に取付けた後、固定部材gの支持部kの下端
面がコンクリート構造物bの内周面に当接するまでアン
カーボルトlに螺合するナットmを緊締することにより
固定部材gにより可撓止水部材dをその両端部において
1対のコンクリート構造物bに固定する。この補修用継
手はアンカーボルト挿通孔jが継手軸方向に長径を有す
る長穴に形成されているので、施工の際にアンカーボル
ト埋設位置の誤差により固定部材gの取付位置とアンカ
ーボルトlの埋設位置との間にずれが生じてもこの長穴
内で取付位置のずれを調整することができる。
2. Description of the Related Art Conventionally, when repairing an expansion joint for connecting a pair of concrete structures such as a culvert, a joint shown in a partial sectional view of FIG. That is, the joint a is provided with a short tubular flexible water-stopping member d made of rubber, synthetic resin, or the like, which is disposed across opposite ends c of the pair of concrete structures b to be connected. An annular pressing plate f made of L-shaped steel or the like is disposed on the inner peripheral surfaces of both ends e of the flexible water-stopping member d. Further, the inner peripheral side of the pressing plate f has an L-shaped cross section. The fixing members g having a rectangular shape in a plan view are arranged at predetermined intervals in the circumferential direction of the concrete structure b. At one end of a side of the fixing member g that extends in the axial direction of the joint, a pressing portion h whose outer surface contacts the inner peripheral surface of the pressing plate f is formed, and is adjacent to the pressing portion h in the joint axial direction. An anchor bolt insertion hole j formed by a long hole having a long diameter in the joint axial direction is provided in a portion i on the outer side in the joint axial direction (the side of the concrete structure b away from the opposite edge) from the end of the flexible water-stopping member d. Are formed. The fixing member g
The other end of the side extending in the joint axial direction is formed with a support portion k that is bent outward in the radial direction. Anchor bolts 1 buried in the concrete structure at predetermined intervals in the circumferential direction from the end edge of the flexible water blocking member d to the outside in the joint axial direction are inserted into the anchor bolt insertion holes j of the fixing member g. A washer n is interposed between the nut m screwed to the anchor bolt l and the fixing member g. After each component is attached to a predetermined position, it is fixed by tightening a nut m screwed to the anchor bolt 1 until the lower end surface of the support portion k of the fixing member g contacts the inner peripheral surface of the concrete structure b. The flexible water blocking member d is fixed to the pair of concrete structures b at both ends by the member g. In this repair joint, since the anchor bolt insertion hole j is formed as a long hole having a long diameter in the joint axial direction, the mounting position of the fixing member g and the embedment of the anchor bolt 1 are caused by an error in the embedment position of the anchor bolt at the time of construction. Even if there is a deviation from the position, the deviation of the mounting position can be adjusted in this elongated hole.

【0003】[0003]

【発明が解決しようとする課題】上記従来のコンクリー
ト構造物用継手においては、アンカーボルト挿通孔jが
継手軸方向に長径を有する長穴で形成されているので、
可撓止水部材dが水圧等により中央方向へ引張られた時
または1対のコンクリート構造物bが目地が開く方向
(相互に離間する方向)に移動することにより相対的に
中央に引張られた時、固定部材gに対し矢印A方向の力
が作用し、その結果アンカーボルトlが固定部材gのア
ンカーボルト挿通孔jの支持部k側の端面に当接するま
で固定部材g、押え板fおよび可撓止水部材dが図8中
点線で示される位置に移動してしまい、固定部材gの押
え板fに対する押え力が減少し、可撓止水部材dが外れ
るおそれがある。
In the conventional joint for a concrete structure, the anchor bolt insertion hole j is formed by a long hole having a long diameter in the joint axial direction.
When the flexible water-stopping member d is pulled toward the center by water pressure or the like, or when the pair of concrete structures b move in the direction in which the joints are opened (directions apart from each other), they are relatively pulled to the center. At this time, a force in the direction of arrow A acts on the fixing member g, and as a result, the fixing member g, the holding plate f, and the fixing member g until the anchor bolt 1 comes into contact with the end surface of the fixing member g on the support portion k side of the anchor bolt insertion hole j. The flexible water-stopping member d moves to the position shown by the dotted line in FIG. 8, and the pressing force of the fixing member g against the pressing plate f decreases, and the flexible water-stopping member d may come off.

【0004】本発明は上記従来のコンクリート構造物用
伸縮継手の欠点にかんがみなされたものであって、簡易
に取付けることができ、しかも施工後目地の開き等によ
り可撓止水部材に引張り力が働いても可撓止水部材が固
定部材から外れるおそれがないコンクリート構造物用伸
縮継手を提供しようとするものである。
The present invention has been made in view of the above-mentioned drawbacks of the conventional expansion joints for concrete structures, and can be easily mounted. Further, after the joint is opened, a tensile force is applied to the flexible water blocking member by opening the joint or the like. It is an object of the present invention to provide an expansion joint for a concrete structure in which a flexible water blocking member does not come off from a fixing member even when operated.

【0005】[0005]

【課題を解決する手段および作用】上記本発明の目的を
達成する請求項1記載の発明にかかるコンクリート構造
物用継手は、接続される1対のコンクリート構造物の対
向する端部に跨って配置されるゴム・合成樹脂等からな
る短筒状の可撓止水部材と、該可撓止水部材の両端部の
内周面上に配置される環状の押え板と、該押え板の内周
側に配置され、断面L字状の固定部材からなり、継手の
軸方向に延長する辺の一端部には外周側の面が該押え板
の内周面に接触する押え部が形成され、該押え部と継手
軸方向に隣接する部分には継手軸方向に長径を有する長
穴からなるアンカーボルト挿通孔が形成され、該継手軸
方向に延長する辺の他端部には半径方向外側に折曲する
支持部が形成されている固定部材と、該可撓止水部材の
端縁から継手軸方向外側において該固定部材のアンカー
ボルト挿通孔を挿通して該コンクリート構造物に周方向
に所定の間隔で埋設されるアンカーボルトと、該アンカ
ーボルトに螺合するナットと該固定部材との間に介挿さ
れるワッシャーとを備え、該アンカーボルトに螺合する
ナットを緊締することにより該押え板を介して該固定部
材により該可撓止水部材をその両端部において該1対の
コンクリート構造物に固定するコンクリート構造物用伸
縮継手において、該固定部材および該ワッシャーは、相
互間の接触面の該コンクリート構造物内周面からの高さ
が該固定部材の支持部が形成されている端部に向って漸
増するようにそれぞれ勾配が形成されていることを特徴
とする。
According to the first aspect of the present invention, there is provided a joint for a concrete structure which straddles opposite ends of a pair of concrete structures to be connected. A flexible tubular water-stop member made of rubber, synthetic resin, or the like, an annular press plate disposed on the inner peripheral surface of both ends of the flexible water-stop member, and an inner periphery of the press plate. A fixing member having an L-shaped cross-section and having an outer peripheral surface in contact with an inner peripheral surface of the pressing plate at one end of a side extending in the axial direction of the joint; An anchor bolt insertion hole composed of a long hole having a long diameter in the joint axial direction is formed in a portion adjacent to the holding portion in the joint axial direction, and the other end of the side extending in the joint axial direction is bent outward in the radial direction. A fixing member having a bent supporting portion, and a joint axial direction from an end edge of the flexible water blocking member. An anchor bolt which is embedded at a predetermined interval in the circumferential direction in the concrete structure through an anchor bolt insertion hole of the fixing member at an outer side, and a nut interposed between the fixing bolt and the nut screwed to the anchor bolt. A washer to be inserted, and the flexible water blocking member is fixed to the pair of concrete structures at both ends thereof by the fixing member through the holding plate by tightening a nut screwed into the anchor bolt. In the expansion joint for a concrete structure, the fixing member and the washer are arranged such that a height of a contact surface between the fixing member and the inner peripheral surface of the fixing member is directed toward an end portion on which a support portion of the fixing member is formed. And a gradient is formed so as to gradually increase.

【0006】本発明によれば、固定部材およびワッシャ
ーは、相互間の接触面の該コンクリート構造物内周面か
らの高さが固定部材の支持部が形成されている端部に向
って漸増するようにそれぞれ勾配が形成されているの
で、目地の開き等により可撓止水部材を中央に引張る力
が作用しても固定部材は移動することがなく、しかもこ
の構成によって生じる楔作用により、固定部材に対する
このような引張り力が増大すればそれだけ固定部材が押
え板を押える力も増大するので、固定部材、押え板、可
撓止水部材の同時移動を有効に防止することができ、押
え力不足により可撓止水部材が固定部材から外れること
を防止することができる。
According to the present invention, the height of the contact surface between the fixing member and the washer from the inner peripheral surface of the concrete structure gradually increases toward the end where the support portion of the fixing member is formed. Since the gradient is formed as described above, the fixing member does not move even if a force that pulls the flexible water blocking member toward the center due to the opening of the joint or the like, and the fixing member is fixed by the wedge effect generated by this configuration. If the pulling force on the member increases, the force by which the fixing member presses the holding plate also increases, so that simultaneous movement of the fixing member, the holding plate, and the flexible water blocking member can be effectively prevented, and the holding force is insufficient. Thereby, the flexible water blocking member can be prevented from coming off the fixing member.

【0007】請求項2記載の継手は、請求項1記載の構
成に加えて、該押え板の内周面と該固定部材の該押え部
の外周側の面には一方の凸部が他方の凹部に係合するよ
うな凹凸面が形成されていることを特徴とする。
According to a second aspect of the present invention, in addition to the configuration of the first aspect, one convex portion is provided on the inner peripheral surface of the holding plate and the outer peripheral surface of the holding portion of the fixing member. An uneven surface is formed so as to engage with the concave portion.

【0008】これらの凹凸面によって固定部材の外周側
の面と押え板の内周面がしっかりと噛み合うことによ
り、前記引張り力が作用した場合固定部材と押え板との
間にずれが生じることを一層有効に防止することができ
る。
[0008] These irregularities allow the outer peripheral surface of the fixing member and the inner peripheral surface of the holding plate to be firmly engaged with each other, so that when the above-mentioned tensile force is applied, a displacement occurs between the fixing member and the holding plate. It can be more effectively prevented.

【0009】請求項3記載の継手は、請求項1記載の構
成に加えて、該固定部材の該押え部の先端部には該押え
板の該コンクリート構造物の対向する端縁に近い側面に
係合するように半径方向外側に折曲したフランジ部が形
成されていることを特徴とする。
According to a third aspect of the present invention, in addition to the configuration of the first aspect, a tip of the holding portion of the fixing member is provided on a side of the holding plate near a facing edge of the concrete structure. A flange portion bent outward in the radial direction so as to be engaged is formed.

【0010】このフランジ部を設けたことにより、前記
引張り力が作用した場合押え板の固定部材に対する引張
り力作用方向の移動が該フランジ部により抑止され、固
定部材と押え板との間にずれが生じることを一層有効に
防止することができる。
With the provision of the flange portion, when the tensile force acts, the movement of the holding plate in the direction of the pulling force acting on the fixing member is suppressed by the flange portion, and the displacement between the fixing member and the holding plate is prevented. This can be prevented more effectively.

【0011】本発明の目的を達成する請求項4記載のコ
ンクリート構造物用伸縮継手は、接続される1対のコン
クリート構造物の対向する端部に跨って配置されるゴム
・合成樹脂等からなる短筒状の可撓止水部材と、該可撓
止水部材の両端部の内周面上に配置される環状の押え板
と、該押え板の内周側に配置され、断面L字状の固定部
材からなり、継手の軸方向に延長する辺の一端部には外
周側の面が該押え板の内周面に接触する押え部が形成さ
れ、該押え部と継手軸方向に隣接する部分には継手軸方
向に長径を有する長穴からなるアンカーボルト挿通孔が
形成され、該継手軸方向に延長する辺の他端部には半径
方向外側に折曲する支持部が形成されている固定部材
と、該可撓止水部材の端縁から継手軸方向外側において
該固定部材のアンカーボルト挿通孔を挿通して該コンク
リート構造物に周方向に所定の間隔で埋設されるアンカ
ーボルトと、該アンカーボルトに螺合するナットと該固
定部材との間に介挿されるワッシャーとを備え、該アン
カーボルトに螺合するナットを緊締することにより該押
え板を介して該固定部材により該可撓止水部材をその両
端部において該1対のコンクリート構造物に固定するコ
ンクリート構造物用伸縮継手において、該固定部材の支
持部はその先端部が該アンカーボルトに螺合するナット
を緊締した時該コンクリート構造物の内周面から内部に
食込むように角度をなして形成されていることを特徴と
する。
According to a fourth aspect of the present invention, there is provided an expansion joint for a concrete structure, comprising a rubber, a synthetic resin, or the like, which is disposed across opposite ends of a pair of concrete structures to be connected. A short tubular flexible water-stopping member, an annular pressing plate disposed on inner peripheral surfaces of both ends of the flexible water-stopping member, and an L-shaped cross-section disposed on the inner peripheral side of the pressing plate. A fixing portion is formed at one end of the side extending in the axial direction of the joint, and a pressing portion whose outer surface contacts the inner peripheral surface of the pressing plate is adjacent to the pressing portion in the joint axial direction. An anchor bolt insertion hole formed of a long hole having a long diameter in the joint axial direction is formed at the portion, and a support portion that is bent outward in the radial direction is formed at the other end of the side extending in the joint axial direction. A fixing member, and an anchor of the fixing member on the outer side in the joint axial direction from an edge of the flexible water blocking member. An anchor bolt inserted through the bolt insertion hole and buried in the concrete structure at a predetermined interval in the circumferential direction, and a washer inserted between the nut screwed to the anchor bolt and the fixing member, An expansion joint for a concrete structure in which the flexible water blocking member is fixed to the pair of concrete structures at both ends thereof by the fixing member through the holding plate by tightening a nut screwed to the anchor bolt. In the above, the supporting portion of the fixing member is formed at an angle so that the tip portion bites into the inside from the inner peripheral surface of the concrete structure when a nut screwed into the anchor bolt is tightened. Features.

【0012】本発明によれば、固定部材の支持部はその
先端部の角度をなして形成されているので、アンカーボ
ルトに螺合するナットを緊締した時コンクリート構造物
の内周面から内部に食込み、前記引張り力が作用した場
合固定部材が移動することを防止することができる。
According to the present invention, since the support portion of the fixing member is formed at an angle of the tip end portion, when the nut screwed to the anchor bolt is tightened, the support member is moved from the inner peripheral surface of the concrete structure to the inside. It is possible to prevent the fixed member from moving when biting or the pulling force acts.

【0013】請求項5記載の継手は、請求項4の構成に
加えて、該押え板の内周面と該固定部材の該押え部の外
周側の面には一方の凸部が他方の凹部に係合するような
凹凸面が形成されていることを特徴とする。
According to a fifth aspect of the present invention, in addition to the configuration of the fourth aspect, one of the convex portions is formed on the inner peripheral surface of the holding plate and the outer peripheral surface of the holding portion of the fixing member. And a concave and convex surface which engages with the surface.

【0014】請求項6記載の継手は、請求項4の構成に
加えて、該固定部材の該押え部の先端部には該押え板の
該コンクリート構造物の対向する端縁に近い側面に係合
するように半径方向外側に折曲したフランジ部が形成さ
れていることを特徴とする。
According to a sixth aspect of the present invention, in addition to the configuration of the fourth aspect, a tip of the holding portion of the fixing member is connected to a side surface of the holding plate close to an opposite edge of the concrete structure. A flange portion bent outward in the radial direction so as to fit is formed.

【0015】[0015]

【発明の実施の形態】以下添付図面を参照して本発明の
実施の形態について説明する。図1は本発明の1実施形
態にかかる伸縮継手の一部を示す部分断面、図2は固定
部材の平面図、図3はワッシャーの拡大断面図である。
継手1は、接続される1対のコンクリート構造物2、
2′の対向する端部2a、2a′の内周面2c、2c′
に跨って配置されるゴム・合成樹脂等からなる短筒状の
可撓止水部材3を備える。この可撓止水部材3は中央部
に内周側に膨出する膨出部3aを有し、両端部3bの内
周面上にはL形鋼等からなる環状の押え板4、4′が配
される。さらにこの押え板4、4′の水平部4a、4
a′の内周側には、鋼材等からなる断面L字状、平面視
短形(図2参照)の固定部材5、5′がコンクリート構
造物2,2′の周方向に所定の間隔で配設されている。
この固定部材5,5′の継手の軸方向に延長する辺の一
端部には外周側の面が押え板4、4′の水平部4a、4
a′の内周面に接触する押え部5a、5a′が形成さ
れ、押え部5a、5a′と継手軸方向に隣接し可撓止水
部材3の端縁から継手軸方向外側(コンクリート構造物
2、2′の対向する端縁から遠ざかる側)の部分5b、
5b′には継手軸方向に長径を有する長穴からなるアン
カーボルト挿入孔5c、5c′が形成されている。また
固定部材5、5′の継手軸方向に延長する辺の他端部に
は半径方向外側に折曲する支持部5d、5d′が形成さ
れている。アンカーボルト6、6′(本実施形態ではホ
ールインアンカーが使用されている)は可撓止水部材3
の端縁から継手軸方向外側において周方向に所定間隔で
コンクリート構造物2、2′に埋設されており、各固定
部材5、5′のアンカーボルト挿通孔5c、5c′に挿
通されている。また、アンカーボルト6、6′を螺合す
るナット7、7′と固定部材5、5′との間にはワッシ
ャー8、8′が介挿されている。
Embodiments of the present invention will be described below with reference to the accompanying drawings. FIG. 1 is a partial cross section showing a part of an expansion joint according to an embodiment of the present invention, FIG. 2 is a plan view of a fixing member, and FIG. 3 is an enlarged cross section of a washer.
The joint 1 comprises a pair of concrete structures 2 to be connected,
2 ′, inner peripheral surfaces 2c, 2c ′ of opposite ends 2a, 2a ′
And a short tubular flexible water-stopping member 3 made of rubber, synthetic resin, or the like, which is disposed across the base member. The flexible water-stopping member 3 has a bulging portion 3a bulging inward at the center and annular holding plates 4, 4 'made of L-shaped steel or the like on the inner circumferential surfaces of both ends 3b. Is arranged. Further, the horizontal portions 4a, 4
On the inner peripheral side of a ', fixing members 5, 5' made of a steel material or the like and having an L-shaped cross section and a short shape in plan view (see FIG. 2) are arranged at predetermined intervals in the circumferential direction of the concrete structures 2, 2 '. It is arranged.
One end of each of the fixing members 5, 5 'extending in the axial direction of the joint has a surface on the outer peripheral side formed with a horizontal portion 4a, 4a of the holding plate 4, 4'.
Pressing portions 5a, 5a 'are formed in contact with the inner peripheral surface of the flexible water-stopping member 3 in the axial direction of the joint (concrete structure). 2, 5 'on the side away from the opposing edges 2 and 2')
5b 'are formed with anchor bolt insertion holes 5c and 5c' each having a long hole having a long diameter in the joint axial direction. Further, support portions 5d, 5d 'which are bent outward in the radial direction are formed at the other ends of the sides of the fixing members 5, 5' extending in the joint axial direction. The anchor bolts 6, 6 '(in this embodiment, a hole-in anchor is used) are
Are buried in the concrete structures 2, 2 'at predetermined intervals in the circumferential direction from the ends of the joints in the axial direction of the joint, and are inserted through the anchor bolt insertion holes 5c, 5c' of the fixing members 5, 5 '. Washers 8, 8 'are interposed between the nuts 7, 7' for screwing the anchor bolts 6, 6 'and the fixing members 5, 5'.

【0016】固定部材5、5′およびワッシャー8、
8′は、相互間の接触面の該コンクリート構造物2、
2′内周面2c、2c′からの高さが固定部材5、5′
の支持部5d、5d′が形成されている端部に向って漸
増するようにそれぞれ勾配が形成されている。一方固定
部材5、5′の部分5b、5b′の外周側の面とワッシ
ャー8、8′の内周側の面はそれぞれコンクリート構造
物2、2′の内周面2c、2c′とほぼ平行な面に形成
されているので、固定部材5、5′は支持部5d、5
d′が形成されている端部に向ってしだいに肉厚となる
形状を呈し、ワッシャー8、8′は支持部5d、5d′
が形成されている端部に向ってしだいに肉薄となる形状
を呈している。
Fixing members 5, 5 'and washers 8,
8 'are concrete structures 2, which are in contact with each other,
The height from the inner peripheral surfaces 2c, 2c 'is fixed members 5, 5'.
Are formed so as to gradually increase toward the end where the supporting portions 5d and 5d 'are formed. On the other hand, the outer peripheral surfaces of the portions 5b, 5b 'of the fixing members 5, 5' and the inner peripheral surfaces of the washers 8, 8 'are substantially parallel to the inner peripheral surfaces 2c, 2c' of the concrete structures 2, 2 ', respectively. The fixing members 5, 5 'are formed on the supporting portions 5d, 5d.
It has a shape that gradually becomes thicker toward the end where d 'is formed, and the washers 8, 8' are provided with support portions 5d, 5d '.
It has a shape that gradually becomes thinner toward the end where the is formed.

【0017】図4の拡大断面図から明らかなように、押
え板4、4′の内周面と固定部材5、5′の押え部5
a、5a′の外周側の面には一方の凸部が他方の凹部に
係合するような凹凸面5e、4bがそれぞれ形成されて
いる。
As is apparent from the enlarged sectional view of FIG. 4, the inner peripheral surfaces of the holding plates 4, 4 'and the holding portions 5, 5' of the fixing members 5, 5 '.
Uneven surfaces 5e and 4b are formed on the outer peripheral surfaces of a and 5a 'such that one convex portion engages with the other concave portion.

【0018】なお、図1において、9、9′はブチルゴ
ム等からなる環状の止水シート、10はコンクリート構
造物2、2′間の目地に充填されたスポンジ等からなる
目地材である。
In FIG. 1, reference numerals 9 and 9 'denote annular waterproof sheets made of butyl rubber or the like, and reference numeral 10 denotes a joint material such as a sponge filled in a joint between the concrete structures 2, 2'.

【0019】この継手1を施工する場合は、ナット7、
7′を外した状態で各アンカーボルト6、6′をコンク
リート構造物2、2′の周方向に所定の間隔をおいて埋
設し、可撓止水部材3、押え板4、4′、を配設した
後、アンカーボルト挿入孔5c、5c′にアンカーボル
ト6、6′を挿入するようにして固定部材5、5′を配
設する。次にアンカーボルト6、6′にワッシャー8、
8′を装着した後ナット7、7′をねじ込み、固定部材
5、5′の支持部5d、5d′がコンクリート構造物
2、2′の内周面2c、2c′に当接するまでナット
7、7′を緊締することにより、可撓止水部材3をその
両端部3b、3bにおいてコンクリート構造物2、2′
に固定する。
When the joint 1 is constructed, the nut 7
With the anchor bolts 7 and 6 'removed, the anchor bolts 6 and 6' are buried at predetermined intervals in the circumferential direction of the concrete structures 2 and 2 '. After the arrangement, the fixing members 5, 5 'are arranged so that the anchor bolts 6, 6' are inserted into the anchor bolt insertion holes 5c, 5c '. Next, washers 8 are attached to anchor bolts 6 and 6 '.
After mounting the 8 ', the nuts 7, 7' are screwed in until the support members 5d, 5d 'of the fixing members 5, 5' come into contact with the inner peripheral surfaces 2c, 2c 'of the concrete structures 2, 2'. By tightening the 7 ', the flexible water blocking member 3 is moved to the concrete structures 2, 2' at both ends 3b, 3b.
Fixed to.

【0020】本実施形態においては、目地の開き等によ
り可撓止水部材3を中央に引張る力が作用しても固定部
材5、5′は楔作用により押え板4、4′を押える力が
増大し、固定部材5、5′、押え板4、4′、可撓止水
部材3の同時移動を防止する。また押え板4、4′の内
周面と固定部材5、5′の押え部5a、5a′の外周側
の面には凹凸面5e、4bが形成されているので、これ
らの凹凸面5e、4bの噛合いより、前記引張り力が作
用した場合に固定部材5、5′と押え板4、4′との間
にずれが生じることを一層有効に防止することができ
る。
In the present embodiment, even if a force for pulling the flexible water blocking member 3 toward the center due to the opening of the joint or the like acts, the fixing members 5, 5 'have a force for pressing the holding plates 4, 4' by the wedge action. This prevents the simultaneous movement of the fixing members 5, 5 ', the holding plates 4, 4', and the flexible water blocking member 3. In addition, the uneven surfaces 5e, 4b are formed on the inner peripheral surfaces of the holding plates 4, 4 'and the outer surfaces of the holding portions 5a, 5a' of the fixing members 5, 5 '. Due to the engagement of 4b, it is possible to more effectively prevent the displacement between the fixing members 5, 5 'and the holding plates 4, 4' when the tensile force acts.

【0021】図5は本発明の他の実施形態を一方のコン
クリート構造物2のみについて示す部分断面図である。
なお、図5以下の実施形態において、図1の実施形態と
同一の構成要素は同一符号で示し説明を省略する。
FIG. 5 is a partial sectional view showing another embodiment of the present invention with respect to only one concrete structure 2.
In the embodiments shown in FIG. 5 and subsequent figures, the same components as those in the embodiment shown in FIG.

【0022】図5の実施形態においては、固定部材5の
押え部5fの先端部には押え板4のコンクリート構造物
2の対向する端縁2bに近い側面4cに係合するように
半径方向外側に折曲したフランジ部5gが形成されてい
る。
In the embodiment shown in FIG. 5, the tip of the holding portion 5f of the fixing member 5 has a radially outer side so as to engage with the side surface 4c of the holding plate 4 near the opposite edge 2b of the concrete structure 2 in the holding plate 4. 5g is formed.

【0023】このフランジ部5gを設けたことにより、
可撓止水部材3を中央に引張るような引張り力が作用し
た場合押え板4の固定部材5に対する引張り力作用方向
の移動がフランジ部5gにより抑止され、固定部材5と
押え板4との間にずれが生じることを一層有効に防止す
ることができる。
By providing the flange portion 5g,
When a pulling force is applied to pull the flexible water blocking member 3 toward the center, the movement of the pressing plate 4 in the direction of the pulling force with respect to the fixing member 5 is suppressed by the flange portion 5g, and the gap between the fixing member 5 and the pressing plate 4 Can be more effectively prevented from occurring.

【0024】図6は本発明の他の実施形態を示す部分断
面図である。この実施形態においては、固定部材15と
ワッシャー18の接触面は図1の実施形態のように勾配
が設けられておらず、コンクリート構造物2の内周面2
cと平行な面に形成されている。固定部材15の一端部
の押え部15aの先端部には押え板4のコンクリート構
造物2の対向する端縁2bに近い側面4cに係合するよ
うに半径方向外側に折曲したフランジ部15gが形成さ
れている。また押え部15aと継手軸方向に隣接する部
分15bには継手軸方向に長径を有する長穴からなるア
ンカーボルト挿通孔15cが形成されている。
FIG. 6 is a partial sectional view showing another embodiment of the present invention. In this embodiment, the contact surface between the fixing member 15 and the washer 18 is not provided with a gradient unlike the embodiment of FIG.
It is formed on a plane parallel to c. At the end of the holding portion 15a at one end of the fixing member 15, a flange portion 15g bent outward in the radial direction so as to engage with the side surface 4c of the holding plate 4 near the opposite edge 2b of the concrete structure 2 is provided. Is formed. An anchor bolt insertion hole 15c formed of a long hole having a long diameter in the joint axial direction is formed in a portion 15b adjacent to the holding portion 15a in the joint axial direction.

【0025】固定部材15の継手軸方向他端部には半径
方向外側に折曲する支持部15dが形成されており、こ
の支持部15dは、その先端部15eが、アンカーボル
ト6に螺合するナット7を緊締した時コンクリート構造
物2の内周面2cから内部に食込むように角度をなして
形成されている。先端部15eの角度は鋭角であること
が好ましい。本実施形態の構成により、可撓止水部材3
を中央に引張るような力が作用した場合固定部材の移動
を防止することができるとともに固定部材と押え板との
間にずれが生じることを防止できる。
At the other end of the fixing member 15 in the joint axial direction, there is formed a support portion 15d which is bent outward in the radial direction. The support portion 15d has a tip portion 15e screwed to the anchor bolt 6. The nut 7 is formed at an angle so as to bite into the inside from the inner peripheral surface 2c of the concrete structure 2 when tightened. The angle of the tip 15e is preferably an acute angle. According to the configuration of the present embodiment, the flexible water blocking member 3
When a force is applied to pull the fixing member toward the center, the movement of the fixing member can be prevented, and the displacement between the fixing member and the holding plate can be prevented.

【0026】図7は図6の実施形態の1変更例を示す部
分断面図である。図7の実施形態は、フランジ部を設け
る代りに、押え板4の内周面と固定部材15の押え部1
5aの外周側の面を図1の実施形態と同様の凹凸面4
f、15fに形成した点以外は図6の実施形態と同一で
ある。
FIG. 7 is a partial sectional view showing a modification of the embodiment of FIG. In the embodiment of FIG. 7, instead of providing the flange portion, the inner peripheral surface of the holding plate 4 and the holding portion 1 of the fixing member 15 are replaced.
The outer peripheral surface of 5a is an uneven surface 4 similar to the embodiment of FIG.
The embodiment is the same as the embodiment of FIG.

【0027】上記各実施形態においては、固定部材とし
て平面視短形の断面L字形の固定部材5、5′、15を
アンカーボルト6、6′の埋設位置に対応してコンクリ
ート構造物2、2′の周方向に所定間隔で配設している
が、固定部材の形状は上記のものに限定されない。また
複数の固定部材を周方向に所定間隔で配設する代りに環
状の固定部材を複数個に分割した形状のセグメント状の
固定部材を全体として環状になるように連結してもよ
い。
In each of the above embodiments, the fixing members 5, 5 ', 15 having a short L-shaped cross section in plan view are used as the fixing members corresponding to the positions where the anchor bolts 6, 6' are buried. ′ Are arranged at predetermined intervals in the circumferential direction, but the shape of the fixing member is not limited to the above. Instead of arranging a plurality of fixing members at predetermined intervals in the circumferential direction, a segment-shaped fixing member having a shape obtained by dividing an annular fixing member into a plurality may be connected so as to form a ring as a whole.

【0028】可撓止水部材および押え板の形状も上記の
もに限らず、種々の形状のものを使用することができ
る。またアンカーボルトとしては、ホールインアンカー
に限らずケミカルアンカー等他の型式のアンカーボルト
を使用することができる。
The shapes of the flexible water blocking member and the holding plate are not limited to those described above, and various shapes can be used. Further, the anchor bolt is not limited to the hole-in anchor, and other types of anchor bolts such as a chemical anchor can be used.

【0029】本発明が適用されるコンクリート構造物
は、円筒状の構造物に限らず、ボックスカルバート等角
筒状の構造物にも適用することができる。
The concrete structure to which the present invention is applied is not limited to a cylindrical structure, but can also be applied to a box culvert equiangular cylindrical structure.

【0030】また本発明は補修用の伸縮継手として好適
であるが、これに限らず、はじめて施工する伸縮継手に
も適用することができる。
Although the present invention is suitable as an expansion joint for repair, it is not limited to this, and can be applied to an expansion joint to be constructed for the first time.

【0031】[0031]

【発明の効果】以上述べたように、請求項1記載の発明
によれば、該固定部材および該ワッシャーは、相互間の
接触面の該コンクリート構造物内周面からの高さが該固
定部材の支持部が形成されている端部に向って漸増する
ようにそれぞれ勾配が形成されているので、目地の開き
等により可撓止水部材を中央に引張る力が作用しても固
定部材は移動することがなく、しかもこの構成によって
生じる楔作用により、固定部材に対するこのような引張
り力が増大すればそれだけ固定部材が押え板を押える力
も増大するので、固定部材、押え板、可撓止水部材の同
時移動を有効に防止することができ、押え力不足により
可撓止水部材が固定部材から外れることを防止すること
ができる。
As described above, according to the first aspect of the present invention, the height of the fixing member and the washer from the inner peripheral surface of the concrete structure of the contact surface between the fixing member and the washer is increased. Since the respective slopes are formed so as to gradually increase toward the end where the supporting portion is formed, the fixing member moves even if a force that pulls the flexible water blocking member toward the center due to opening of the joint or the like acts. In addition, due to the wedge effect generated by this configuration, if the tension force on the fixing member increases, the force by which the fixing member presses the holding plate also increases, so that the fixing member, the holding plate, the flexible water blocking member Can be effectively prevented, and the flexible water blocking member can be prevented from coming off the fixed member due to insufficient holding force.

【0032】請求項2記載の発明によれば、請求項1記
載の構成に加えて、該押え板の内周面と該固定部材の該
押え部の外周側の面には一方の凸部が他方の凹部に係合
するような凹凸面が形成されているので、これらの凹凸
面によって固定部材の外周側の面と押え板の内周面がし
っかりと噛み合うことにより、前記引張り力が作用した
場合固定部材と押え板との間にずれが生じることを一層
有効に防止することができる。
According to the second aspect of the present invention, in addition to the configuration of the first aspect, one convex portion is formed on an inner peripheral surface of the holding plate and an outer peripheral surface of the holding portion of the fixing member. Since the uneven surface is formed so as to be engaged with the other concave portion, the surface on the outer peripheral side of the fixing member and the inner peripheral surface of the holding plate are firmly engaged by the uneven surface, so that the tensile force is applied. In this case, it is possible to more effectively prevent the displacement between the fixing member and the holding plate.

【0033】請求項3記載の発明によれば、請求項1記
載の構成に加えて、該固定部材の該押え部の先端部には
該押え板の該コンクリート構造物の対向する端縁に近い
側面に係合するように半径方向外側に折曲したフランジ
部が形成されているので、前記引張り力が作用した場合
押え板の固定部材に対する引張り力作用方向の移動が該
フランジ部により抑止され、固定部材と押え板との間に
ずれが生じることを一層有効に防止することができる。
According to the third aspect of the present invention, in addition to the configuration of the first aspect, the distal end portion of the holding portion of the fixing member is close to an opposite edge of the holding plate of the concrete structure. Since the flange portion bent outward in the radial direction so as to engage with the side surface is formed, when the tensile force is applied, movement of the pressing plate in the direction of the tensile force acting on the fixing member is suppressed by the flange portion, Deviation between the fixing member and the holding plate can be more effectively prevented.

【0034】また、請求項4記載の発明によれば、本発
明によれば、固定部材の支持部はその先端部の角度をな
して形成されているので、アンカーボルトに螺合するナ
ットを緊締した時コンクリート構造物の内周面から内部
に食込み、前記引張り力が作用した場合固定部材が移動
することを防止することができる。
According to the fourth aspect of the present invention, according to the present invention, since the supporting portion of the fixing member is formed at an angle of the tip end portion, the nut screwed to the anchor bolt is tightened. When this occurs, the fixing member can be prevented from moving into the inside from the inner peripheral surface of the concrete structure when the tensile force acts.

【0035】また、請求項5記載の発明は請求項2記載
の発明と同様の効果を奏し、請求項6記載の発明は請求
項3記載の発明と同様の効果を奏する。
The invention of claim 5 has the same effect as the invention of claim 2, and the invention of claim 6 has the same effect as the invention of claim 3.

【図面の簡単な説明】[Brief description of the drawings]

【図1】本発明の1実施形態を示す部分断面図である。FIG. 1 is a partial cross-sectional view showing one embodiment of the present invention.

【図2】同実施形態の固定部材の平面図である。FIG. 2 is a plan view of a fixing member of the embodiment.

【図3】同実施形態のワッシャーの断面図である。FIG. 3 is a sectional view of the washer of the embodiment.

【図4】同実施形態の固定部材と押え板の接触凹凸面を
示す拡大断面図である。
FIG. 4 is an enlarged cross-sectional view showing a contact uneven surface of the fixing member and the holding plate of the embodiment.

【図5】本発明の他の実施形態を示す部分断面図であ
る。
FIG. 5 is a partial cross-sectional view showing another embodiment of the present invention.

【図6】本発明の他の実施形態を示す部分断面図であ
る。
FIG. 6 is a partial sectional view showing another embodiment of the present invention.

【図7】本発明の他の実施形態を示す部分断面図であ
る。
FIG. 7 is a partial sectional view showing another embodiment of the present invention.

【図8】従来のコンクリート構造物補修用伸縮継手を示
す部分断面図である。
FIG. 8 is a partial sectional view showing a conventional expansion joint for repairing a concrete structure.

【符号の説明】[Explanation of symbols]

1 継手 2、2′ コンクリート構造物 3 可撓止水部材 4、4′ 押え板 5、5′ 固定部材 5a、5a′ 固定部材の押え部 6、6′ アンカーボルト 7、7′ ナット 8、8′ ワッシャー DESCRIPTION OF SYMBOLS 1 Joint 2, 2 'Concrete structure 3 Flexible water-stopping member 4, 4' Holding plate 5, 5 'Fixed member 5a, 5a' Holding part of fixed member 6, 6 'Anchor bolt 7, 7' Nut 8, 8 ´ washer

Claims (6)

【特許請求の範囲】[Claims] 【請求項1】 接続される1対のコンクリート構造物の
対向する端部に跨って配置されるゴム・合成樹脂等から
なる短筒状の可撓止水部材と、該可撓止水部材の両端部
の内周面上に配置される環状の押え板と、該押え板の内
周側に配置され、断面L字状の固定部材からなり、継手
の軸方向に延長する辺の一端部には外周側の面が該押え
板の内周面に接触する押え部が形成され、該押え部と継
手軸方向に隣接する部分には継手軸方向に長径を有する
長穴からなるアンカーボルト挿通孔が形成され、該継手
軸方向に延長する辺の他端部には半径方向外側に折曲す
る支持部が形成されている固定部材と、該可撓止水部材
の端縁から継手軸方向外側において該固定部材のアンカ
ーボルト挿通孔を挿通して該コンクリート構造物に周方
向に所定の間隔で埋設されるアンカーボルトと、該アン
カーボルトに螺合するナットと該固定部材との間に介挿
されるワッシャーとを備え、該アンカーボルトに螺合す
るナットを緊締することにより該押え板を介して該固定
部材により該可撓止水部材をその両端部において該1対
のコンクリート構造物に固定するコンクリート構造物用
伸縮継手において、 該固定部材および該ワッシャーは、相互間の接触面の該
コンクリート構造物内周面からの高さが該固定部材の支
持部が形成されている端部に向って漸増するようにそれ
ぞれ勾配が形成されていることを特徴とするコンクリー
ト構造物用伸縮継手。
1. A short tubular flexible water-stopping member made of rubber, synthetic resin, or the like, which is disposed over opposite ends of a pair of concrete structures to be connected; An annular pressing plate disposed on the inner peripheral surfaces of both ends, and a fixing member disposed on the inner peripheral side of the pressing plate and having an L-shaped cross section and extending at one end of a side extending in the axial direction of the joint. Is formed with a holding portion whose outer surface is in contact with the inner circumferential surface of the holding plate, and a portion adjacent to the holding portion in the joint axial direction is an anchor bolt insertion hole formed by a long hole having a long diameter in the joint axial direction. Is formed, and a fixing member having a support portion bent outward in the radial direction is formed at the other end of the side extending in the joint axial direction. At a predetermined interval in the circumferential direction in the concrete structure through an anchor bolt insertion hole of the fixing member. An anchor bolt to be provided, and a washer inserted between the nut screwed to the anchor bolt and the fixing member, and by tightening the nut screwed to the anchor bolt, An expansion joint for a concrete structure which fixes the flexible water blocking member to the pair of concrete structures at both ends by the fixing member, wherein the fixing member and the washer have a contact surface therebetween. An expansion joint for a concrete structure, wherein a gradient is formed so that a height from an inner peripheral surface of the object gradually increases toward an end of the fixing member where the supporting portion is formed.
【請求項2】 該押え板の内周面と該固定部材の該押え
部の外周側の面には一方の凸部が他方の凹部に係合する
ような凹凸面が形成されていることを特徴とする請求項
1記載のコンクリート構造物用伸縮継手。
2. An uneven surface such that one convex portion is engaged with another concave portion is formed on an inner peripheral surface of the holding plate and an outer peripheral surface of the holding portion of the fixing member. The expansion joint for a concrete structure according to claim 1, wherein:
【請求項3】 該固定部材の該押え部の先端部には該押
え板の該コンクリート構造物の対向する端縁に近い側面
に係合するように半径方向外側に折曲したフランジ部が
形成されていることを特徴とする請求項1記載のコンク
リート構造物用伸縮継手。
3. A front end portion of the holding portion of the fixing member has a flange portion bent outward in the radial direction so as to engage with a side surface of the holding plate near an opposite edge of the concrete structure. The expansion joint for a concrete structure according to claim 1, wherein the expansion joint is formed.
【請求項4】 接続される1対のコンクリート構造物の
対向する端部に跨って配置されるゴム・合成樹脂等から
なる短筒状の可撓止水部材と、該可撓止水部材の両端部
の内周面上に配置される環状の押え板と、該押え板の内
周側に配置され、断面L字状の固定部材からなり、継手
の軸方向に延長する辺の一端部には外周側の面が該押え
板の内周面に接触する押え部が形成され、該押え部と継
手軸方向に隣接する部分には継手軸方向に長径を有する
長穴からなるアンカーボルト挿通孔が形成され、該継手
軸方向に延長する辺の他端部には半径方向外側に折曲す
る支持部が形成されている固定部材と、該可撓止水部材
の端縁から継手軸方向外側において該固定部材のアンカ
ーボルト挿通孔を挿通して該コンクリート構造物に周方
向に所定の間隔で埋設されるアンカーボルトと、該アン
カーボルトに螺合するナットと該固定部材との間に介挿
されるワッシャーとを備え、該アンカーボルトに螺合す
るナットを緊締することにより該押え板を介して該固定
部材により該可撓止水部材をその両端部において該1対
のコンクリート構造物に固定するコンクリート構造物用
伸縮継手において、 該固定部材の支持部はその先端部が該アンカーボルトに
螺合するナットを緊締した時該コンクリート構造物の内
周面から内部に食込むように角度をなして形成されてい
ることを特徴とするコンクリート構造物用伸縮継手。
4. A short tubular flexible water-stopping member made of rubber, synthetic resin or the like, which is disposed over opposite ends of a pair of concrete structures to be connected; An annular pressing plate disposed on the inner peripheral surfaces of both ends, and a fixing member disposed on the inner peripheral side of the pressing plate and having an L-shaped cross section and extending at one end of a side extending in the axial direction of the joint. Is formed with a holding portion whose outer surface is in contact with the inner circumferential surface of the holding plate, and a portion adjacent to the holding portion in the joint axial direction is an anchor bolt insertion hole formed by a long hole having a long diameter in the joint axial direction. Is formed, and a fixing member having a support portion bent outward in the radial direction is formed at the other end of the side extending in the joint axial direction. At a predetermined interval in the circumferential direction in the concrete structure through an anchor bolt insertion hole of the fixing member. An anchor bolt to be provided, and a washer inserted between the nut screwed to the anchor bolt and the fixing member, and by tightening the nut screwed to the anchor bolt, In a concrete structure expansion joint for fixing the flexible water blocking member to the pair of concrete structures at both ends thereof by the fixing member, a support portion of the fixing member has a tip end screwed to the anchor bolt. An expansion joint for a concrete structure, which is formed at an angle so as to bite into the inside from the inner peripheral surface of the concrete structure when the nut to be tightened is tightened.
【請求項5】 該押え板の内周面と該固定部材の該押え
部の外周側の面には一方の凸部が他方の凹部に係合する
ような凹凸面が形成されていることを特徴とする請求項
4記載のコンクリート構造物用伸縮継手。
5. An uneven surface such that one convex portion engages with another concave portion is formed on an inner peripheral surface of the holding plate and an outer peripheral surface of the holding portion of the fixing member. The expansion joint for a concrete structure according to claim 4, wherein:
【請求項6】 該固定部材の該押え部の先端部には該押
え板の該コンクリート構造物の対向する端縁に近い側面
に係合するように半径方向外側に折曲したフランジ部が
形成されていることを特徴とする請求項4記載のコンク
リート構造物用伸縮継手。
6. A front end portion of the holding portion of the fixing member has a flange portion bent radially outward so as to engage with a side surface of the holding plate near an opposite edge of the concrete structure. The expansion joint for a concrete structure according to claim 4, wherein the expansion joint is formed.
JP9345843A 1997-12-01 1997-12-01 Expansion joints for concrete structures Expired - Lifetime JP3045990B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP9345843A JP3045990B2 (en) 1997-12-01 1997-12-01 Expansion joints for concrete structures

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP9345843A JP3045990B2 (en) 1997-12-01 1997-12-01 Expansion joints for concrete structures

Publications (2)

Publication Number Publication Date
JPH11158984A true JPH11158984A (en) 1999-06-15
JP3045990B2 JP3045990B2 (en) 2000-05-29

Family

ID=18379369

Family Applications (1)

Application Number Title Priority Date Filing Date
JP9345843A Expired - Lifetime JP3045990B2 (en) 1997-12-01 1997-12-01 Expansion joints for concrete structures

Country Status (1)

Country Link
JP (1) JP3045990B2 (en)

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