JPS61261502A - Connection structure of concrete paving panel - Google Patents

Connection structure of concrete paving panel

Info

Publication number
JPS61261502A
JPS61261502A JP10228685A JP10228685A JPS61261502A JP S61261502 A JPS61261502 A JP S61261502A JP 10228685 A JP10228685 A JP 10228685A JP 10228685 A JP10228685 A JP 10228685A JP S61261502 A JPS61261502 A JP S61261502A
Authority
JP
Japan
Prior art keywords
horizontal hole
horizontal
slabs
paving
backing
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
JP10228685A
Other languages
Japanese (ja)
Other versions
JPH0326721B2 (en
Inventor
増田 芳太郎
冨樫 孝司
皆川 襄
正村 光雄
健 宮内
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.)
PS Concrete Co Ltd
Original Assignee
PS Concrete Co 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
Application filed by PS Concrete Co Ltd filed Critical PS Concrete Co Ltd
Priority to JP10228685A priority Critical patent/JPS61261502A/en
Publication of JPS61261502A publication Critical patent/JPS61261502A/en
Publication of JPH0326721B2 publication Critical patent/JPH0326721B2/ja
Granted legal-status Critical Current

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  • Road Paving Structures (AREA)

Abstract

(57)【要約】本公報は電子出願前の出願データであるた
め要約のデータは記録されません。
(57) [Summary] This bulletin contains application data before electronic filing, so abstract data is not recorded.

Description

【発明の詳細な説明】 [産業上の利用分野] 本発明は舗装版相互を結合する結合構造に係わり、特に
プレキャストコンクリート舗装版相互を結合鉄筋を介し
て結合するコンクリート舗装版の結合構造に関する。
DETAILED DESCRIPTION OF THE INVENTION [Industrial Application Field] The present invention relates to a connecting structure for connecting paving slabs to each other, and particularly to a connecting structure for concrete paving slabs for connecting precast concrete pavement slabs to each other via connecting reinforcing bars.

[技術的背景とその同題点] 工場或いは現地であらかじめ製作するプレキャストコン
クリート舗装版を敷設して道路等の舗装面を形成する場
合、舗装版相互を連結する必要があり、その種々の方法
が提案されている。
[Technical background and the same topic] When forming a paved surface such as a road by laying precast concrete pavement slabs manufactured in advance at a factory or on site, it is necessary to connect the pavement slabs to each other, and there are various methods for doing so. Proposed.

この一手段として、一方の舗装版には一端が舗装版の端
面に開口する水平孔を穿設し、この水平孔に結合鉄筋を
納め、上記水平孔の端面と舗装版上面とを導通孔によっ
て連通し、他方のFJI装版の端面に開口する水平孔を
穿設、シ、両水平孔の開口が一致するよう合わせた侵、
結合鉄筋を他側の水平孔に押し込み、次いで水平孔内に
充填材を充填する方法が公知である。このような方法に
おいては結合鉄筋の径を水平孔の径より小さくする必要
があるため、結合鉄筋の押し込み後においては開口部箇
所に隙間が生ずる。そして充填材を充填する際には前記
1lIliliJから充填材が漏れてしまうことが懸念
される。
One way to do this is to drill a horizontal hole in one of the paving slabs, one end of which opens into the end surface of the paving slab, insert the bonding reinforcing bars into this horizontal hole, and connect the end surface of the horizontal hole and the top surface of the paving slab with a through hole. Drill a horizontal hole that communicates with the end face of the other FJI plate, and then drill the holes so that the openings of both horizontal holes coincide.
It is known to push the bonding reinforcing bars into the horizontal hole on the other side and then fill the horizontal hole with filler material. In such a method, it is necessary to make the diameter of the joint reinforcing bar smaller than the diameter of the horizontal hole, so a gap is created at the opening after the joining reinforcing bar is pushed in. When filling with the filler, there is a concern that the filler may leak from the 1lIliliJ.

これは第4図に示す特開昭58−7003号公報の舗装
版の結合方法のように一方の舗装版1の端面に開口して
水平孔2を設けると共に、この水平孔2に結合鉄筋3を
収め、他方の舗装版4に水平孔5を設け、両水平孔2゜
5の開口が一致するように合せ、結合鉄筋3を針金又は
圧縮空気によって押し込み、次いで充填材6を充填する
際、水平孔2.5の内壁と結合鉄筋3間のW4闇を通っ
て充填材6が外部に漏れてしまうというものである。
This method is similar to the paving slab joining method disclosed in Japanese Patent Application Laid-Open No. 58-7003 shown in FIG. A horizontal hole 5 is provided in the other paving slab 4, the openings of both horizontal holes 2°5 are aligned, the joint reinforcing bars 3 are pushed in with wire or compressed air, and then the filling material 6 is filled. The filling material 6 leaks to the outside through the W4 gap between the inner wall of the horizontal hole 2.5 and the joint reinforcing bar 3.

この漏れをなくサ一手段としては結合鉄筋を水平孔の内
径と同一とすることが考えられるが、このように同一径
とすると両水平孔の開口を一致するように舗装版を合わ
せる際、正確さが必要となり、その結果敷設作業効率が
著しく低下する問題が生ずる。
One way to eliminate this leakage is to make the connecting reinforcing bars the same diameter as the horizontal holes, but if you make them the same diameter, it will be difficult to accurately align the paving slabs so that the openings of both horizontal holes match. As a result, the problem arises that the efficiency of the installation work is significantly reduced.

[発明の目的] 本発明は前記問題点に鑑みこれを解消するために成され
たものであり、その目的とするところはコンクリート舗
装版相互を結合鉄筋を介して結合するコンクリート舗装
版の結合構造において、充填材の外部への漏れをなくす
ことを目的とする。
[Object of the Invention] The present invention has been made in view of the above-mentioned problems and to solve the problems, and its purpose is to provide a joint structure of concrete pavement slabs that connects concrete pavement slabs to each other via connecting reinforcing bars. The purpose is to eliminate leakage of the filling material to the outside.

〔発明の概要1 この発明は結合しようとするコンクリート舗装版の結合
端面に気密性バッキングを嵌装し、かつ、コンクリート
舗装版の端面に開口して各水平孔を設け、この水平孔の
軸方向に結合鉄筋を収納すると共に奥部に舗装版の水平
孔の開口部が一致するように合せたことであり、バッキ
ングにより充填材の漏れをなくすコンクリート舗装版の
結合構造である。
[Summary of the Invention 1 This invention involves fitting an airtight backing to the joint end faces of concrete pavement slabs to be joined, and providing each horizontal hole opening in the end face of the concrete pavement slab, and forming horizontal holes in the axial direction of the horizontal holes. This is a joint structure of concrete pavement slabs in which the reinforcing bars are stored in the concrete pavement slabs, and the openings of the horizontal holes in the pavement slabs are aligned with each other in the inner part, and the backing eliminates the leakage of filler material.

[発明の実施例] 第1図〜第3図に基づいて説明する。[Embodiments of the invention] This will be explained based on FIGS. 1 to 3.

結合すべきプレキャストコンクリート製の舗装版11.
12の結合端面13.14を突き合わせ状態に載設する
。この結合端面13.14間には発泡ゴム等の弾性を有
する気密性バッキング15を嵌装する。そして、一方の
舗装版12にはパイプによって一端が結合端面13に開
口する水平孔16を形成し、この水平孔16内には結合
鉄筋11を摺動自在に遊嵌する。この結合鉄筋17の後
端には発泡ゴム等の弾性を有するスライド可能なバッキ
ング18を設ける。さらに、水平孔16の奥部と中央部
には各々舗装版11の上面と連通ずる断面円状の垂直孔
19.20を設ける。
Precast concrete paving slab to be joined11.
12 joint end surfaces 13 and 14 are placed in abutting state. An elastic airtight backing 15 made of foamed rubber or the like is fitted between the joint end surfaces 13 and 14. A horizontal hole 16 is formed in one of the paving slabs 12 by a pipe, and one end thereof opens to the joint end surface 13, and a joint reinforcing bar 11 is slidably and loosely fitted into the horizontal hole 16. At the rear end of this joint reinforcing bar 17, a slidable backing 18 having elasticity such as foamed rubber is provided. Further, vertical holes 19 and 20 having a circular cross section and communicating with the upper surface of the paving slab 11 are provided in the deep and central portions of the horizontal hole 16, respectively.

他方の舗装版12にはパイプにより一端が結合端面14
に開口する水平孔21を形成する。この水平孔21はそ
の径を前記舗装版11に設けた水平孔16よりも若干大
きくし、前記結合鉄筋17が挿入し易くされている。そ
して水平孔21の長さは前記水平孔16の略半分とし、
結合鉄筋17の約半分がこの水平孔21内に収まるよう
にしている。さらに水平孔21の奥部と前側には各々舗
装版12の上面と連通する断面円状の垂直孔22.23
を設ける。そして、上記水平孔16、21は各々の接合
端面13.14を所定位置で突き合せた場合には、前記
気密性バッキング15を介在して各々の開口が一致し、
かつ軸線が同一になるように舗装版11.12が敷設さ
れる。
The other paving slab 12 has one end connected to the joint end surface 14 by a pipe.
A horizontal hole 21 is formed which opens into the horizontal hole 21 . This horizontal hole 21 has a diameter slightly larger than the horizontal hole 16 provided in the paving slab 11, so that the connecting reinforcing bar 17 can be easily inserted. The length of the horizontal hole 21 is approximately half that of the horizontal hole 16,
Approximately half of the joint reinforcing bars 17 are accommodated within this horizontal hole 21. Furthermore, vertical holes 22 and 23 each having a circular cross section and communicating with the upper surface of the paving slab 12 are located at the back and front sides of the horizontal hole 21.
will be established. When the horizontal holes 16 and 21 abut each of the joining end surfaces 13 and 14 at a predetermined position, the openings of the horizontal holes 16 and 21 coincide with each other with the airtight backing 15 interposed therebetween;
Pavement slabs 11 and 12 are laid so that their axes are the same.

以上の状態において、垂直孔22より圧縮空気を内部へ
吹き付けて水平孔21を清帰した後、第2図に示すよう
に舗装版11の垂直孔19より圧縮空気Aを送り込むこ
とによって、水平孔16の圧力が高まり、スライド自在
なバッキング18を押圧して結合鉄筋11を舗装版12
に設けた水平孔21に押し込む。そして、結合鉄M17
が水平孔21の奥部まで押し込まれたことを垂直孔22
によって目視して圧縮空気Aを停止する。次に第3図に
示すように垂直孔19.22より急結性セメント、モル
タル等の充填材24を垂直孔20.23より充填状態を
目視しながら充填する。水平孔16内の充填は水平孔1
6及びバッキング18によって囲まれた空間に充填材2
5が充填され、一方他方の水平孔21では水平孔21及
び気密性バッキング15によって囲まれた空間に充填材
25が充填される。この際充填材25が結合端面14側
より外部へ漏れることが防止でき、水平孔16.21内
の空気は垂直孔20゜23より外部へ排出される。この
ように充填材24を硬化せしめることで舗装版11.1
2を結合鉄筋17により強固に結合する。
In the above state, after cleaning the horizontal hole 21 by blowing compressed air inside from the vertical hole 22, as shown in FIG. 16 increases, pressing the slidable backing 18 and moving the joint reinforcing bars 11 to the paving slab 12.
into the horizontal hole 21 provided in the. And bonded iron M17
The vertical hole 22 confirms that the
Stop the compressed air A visually. Next, as shown in FIG. 3, a filler 24 such as quick-setting cement or mortar is filled into the vertical hole 19.22 while visually checking the filling state through the vertical hole 20.23. Horizontal hole 16 is filled with horizontal hole 1
Filler 2 is placed in the space surrounded by 6 and backing 18.
In the other horizontal hole 21, the space surrounded by the horizontal hole 21 and the airtight backing 15 is filled with a filler 25. At this time, it is possible to prevent the filler 25 from leaking to the outside from the joint end surface 14 side, and the air in the horizontal holes 16.21 is discharged to the outside through the vertical holes 20.23. By curing the filler 24 in this way, the paving plate 11.1
2 are firmly connected by connecting reinforcing bars 17.

尚、25は舗装版11.12の補強鉄筋であり、又実施
例においては水平孔16.21をパイプによって形成し
たが、直接舗装版にボウリングを施したものでもよい。
Note that 25 is reinforcing reinforcing bars for the pavement slabs 11 and 12, and in the embodiment, the horizontal holes 16 and 21 are formed by pipes, but they may be formed by directly bowling the pavement slabs.

以上のように、充填時水平孔21の端面14@の内部は
バッキング15によって仕切られて充填材24の漏れを
なくし、充填を完全なものとできる。さらに舗装版11
.12の結合後において温度変化によって舗装版11.
12が収縮、膨張した際、その変化分をバッキング15
の変形により吸収して、!!度変化による舗装版11゜
12の変形移動を防止できる。しかも結合鉄筋17の後
端にバッキング18を設けることによって、水平孔16
の端面13側の内部は前記バッキング18で仕切られる
ことになり、圧縮空気Aの送り込み時空気の漏れをなく
すと共に充填材25の漏れも一系することができる。又
、このバッキング18によって舗装版11.12の結合
後、温度変化によって舗装版11.12が収縮。
As described above, during filling, the inside of the end surface 14@ of the horizontal hole 21 is partitioned by the backing 15 to prevent leakage of the filler 24 and complete filling. Furthermore, pavement version 11
.. After bonding of 12, the paving slab 11.
When 12 contracts and expands, the backing 15 compensates for the change.
Absorbed by the deformation of,! ! It is possible to prevent deformation and movement of the paving slabs 11 and 12 due to degree changes. Moreover, by providing the backing 18 at the rear end of the joint reinforcing bar 17, the horizontal hole 16
The interior on the end face 13 side is partitioned off by the backing 18, which eliminates air leakage when compressed air A is fed, and also prevents leakage of the filler 25. Further, after the paving plates 11.12 are bonded by this backing 18, the paving plates 11.12 shrink due to temperature changes.

膨張した際に、その変化分をバッキング18の変形によ
り吸収でき、舗装版11.12の温度変化による弊害を
一掃することもできる。
When it expands, the change can be absorbed by the deformation of the backing 18, and the adverse effects caused by temperature changes in the paving slabs 11 and 12 can be eliminated.

さらに水平孔16.21と舗装版11上面と連通する奥
側孔19を垂直状とすることによって、その開口lN9
a 、 22aが円状となり、その結果、楕円状開口部
より面積が小さくなり、充填材24の剥離、損傷を少な
くでき、さらに水平孔1Bの中央部とl装版12の上面
を連通ずる中央垂直孔20.及び水平孔21のttJl
@と舗装版12の上面を連通する前側垂直孔23によっ
て結合鉄筋17の移動、設置を確認できると共に、充填
材24の充填時には空気法けの役目を果すことができ、
スムースな操作が可能となる。
Furthermore, by making the back hole 19 communicating with the horizontal hole 16.21 and the upper surface of the pavement slab 11 vertical, the opening lN9
a, 22a are circular, and as a result, the area is smaller than that of the elliptical opening, and peeling and damage to the filler 24 can be reduced.Furthermore, the center of the horizontal hole 1B communicates with the top surface of the plate 12. Vertical hole 20. and ttJl of horizontal hole 21
The front vertical hole 23 that communicates with the upper surface of the pavement slab 12 allows the movement and installation of the joint reinforcing bars 17 to be confirmed, and also serves as an air filter when filling with the filler material 24.
Enables smooth operation.

[発明の効果1 この発明は結合しようとするコンクリート舗装版の結合
端面に気密性バッキングを嵌装し、かつ、コンクリート
舗装版の端面に間口して各水平孔を設け、この水平孔の
軸方向に結合鉄筋を収納すると共に奥部に舗装版の水平
孔の開口部が一致するように合せたことであり、充填材
の外部への漏れをなくすことができ、結合鉄筋によって
確実に舗装版を連結できる。さらにバッキングによって
温度変化により起因するコンクリート舗装版の弊害を一
掃できる。
[Effect of the invention 1] This invention fits an airtight backing to the joint end faces of concrete pavement slabs to be joined, and provides each horizontal hole with a frontage on the end face of the concrete pavement slab, and the axial direction of the horizontal hole In addition to storing the bonded reinforcing bars, the openings of the horizontal holes in the paving slab are aligned in the inner part of the paving slab, which eliminates leakage of the filling material to the outside, and the bonding reinforcing bars ensure that the paving slab is properly sealed. Can be connected. Furthermore, the backing can eliminate the negative effects of concrete pavement slabs caused by temperature changes.

【図面の簡単な説明】[Brief explanation of the drawing]

M1図は結合前の状態を示す断面図、第2図は結合中の
状態を示す断面図、第3図は結合後の状態を示す断面図
、第4図は従来工法を示す断面図である。 11、12・・・mHr&   15・・・バッキング
16、21・・・水平孔  17・・・結合鉄筋24・
・・充填材 A・・・圧縮空気 第1図 第3因
Figure M1 is a sectional view showing the state before joining, Figure 2 is a sectional view showing the state during joining, Figure 3 is a sectional view showing the state after joining, and Figure 4 is a sectional view showing the conventional method. . 11, 12...mHr & 15...Backing 16, 21...Horizontal hole 17...Coupling reinforcing bar 24.
... Filler A ... Compressed air Figure 1 Factor 3

Claims (1)

【特許請求の範囲】 結合しようとするコンクリート舗装版の結 合端面に気密性バッキングを嵌装し、かつ、コンクリー
ト舗装版の端面に開口して各水平孔を設け、この水平孔
の軸方向に結合鉄筋を収納すると共に奥部に舗装版の水
平孔の開口部が一致するように合せたことを特徴とする
コンクリート舗装版の結合構造。
[Scope of Claims] An airtight backing is fitted to the joining end surfaces of the concrete pavement slabs to be joined, horizontal holes are provided in the end faces of the concrete pavement slabs, and the joining is performed in the axial direction of the horizontal holes. A joint structure of concrete pavement slabs, characterized by housing reinforcing bars and aligning the openings of horizontal holes of the pavement slabs in the inner part thereof.
JP10228685A 1985-05-14 1985-05-14 Connection structure of concrete paving panel Granted JPS61261502A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP10228685A JPS61261502A (en) 1985-05-14 1985-05-14 Connection structure of concrete paving panel

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP10228685A JPS61261502A (en) 1985-05-14 1985-05-14 Connection structure of concrete paving panel

Publications (2)

Publication Number Publication Date
JPS61261502A true JPS61261502A (en) 1986-11-19
JPH0326721B2 JPH0326721B2 (en) 1991-04-11

Family

ID=14323365

Family Applications (1)

Application Number Title Priority Date Filing Date
JP10228685A Granted JPS61261502A (en) 1985-05-14 1985-05-14 Connection structure of concrete paving panel

Country Status (1)

Country Link
JP (1) JPS61261502A (en)

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH04120302A (en) * 1990-09-11 1992-04-21 Tochikou:Kk Road pavement method using precast concrete pavement slab
US5586834A (en) * 1994-04-08 1996-12-24 Otaru Development And Construction Department Of Hokkaido Development Bureau Joint structure for coupling precast concrete pavement slabs
JP2008038437A (en) * 2006-08-04 2008-02-21 Ps Mitsubishi Construction Co Ltd Horizontal joint type concrete slab connecting method and its connecting structure
JP2012107419A (en) * 2010-11-17 2012-06-07 Hokukon Co Ltd Paving concrete matter

Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH04120302A (en) * 1990-09-11 1992-04-21 Tochikou:Kk Road pavement method using precast concrete pavement slab
US5586834A (en) * 1994-04-08 1996-12-24 Otaru Development And Construction Department Of Hokkaido Development Bureau Joint structure for coupling precast concrete pavement slabs
JP2008038437A (en) * 2006-08-04 2008-02-21 Ps Mitsubishi Construction Co Ltd Horizontal joint type concrete slab connecting method and its connecting structure
JP4707004B2 (en) * 2006-08-04 2011-06-22 株式会社ピーエス三菱 Horizontal joint type concrete plate connecting method and connecting structure thereof
JP2012107419A (en) * 2010-11-17 2012-06-07 Hokukon Co Ltd Paving concrete matter

Also Published As

Publication number Publication date
JPH0326721B2 (en) 1991-04-11

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