JPH0348281B2 - - Google Patents
Info
- Publication number
- JPH0348281B2 JPH0348281B2 JP21344386A JP21344386A JPH0348281B2 JP H0348281 B2 JPH0348281 B2 JP H0348281B2 JP 21344386 A JP21344386 A JP 21344386A JP 21344386 A JP21344386 A JP 21344386A JP H0348281 B2 JPH0348281 B2 JP H0348281B2
- Authority
- JP
- Japan
- Prior art keywords
- backing part
- backing
- expansion joint
- arrows
- width direction
- 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
- 238000010276 construction Methods 0.000 claims description 4
- 238000010586 diagram Methods 0.000 description 4
- 238000000034 method Methods 0.000 description 3
- 101100008049 Caenorhabditis elegans cut-5 gene Proteins 0.000 description 2
- 238000003780 insertion Methods 0.000 description 2
- 230000037431 insertion Effects 0.000 description 2
- 240000008881 Oenanthe javanica Species 0.000 description 1
- 239000000470 constituent Substances 0.000 description 1
- 238000007796 conventional method Methods 0.000 description 1
- 239000000463 material Substances 0.000 description 1
Landscapes
- Road Paving Structures (AREA)
- Working Measures On Existing Buildindgs (AREA)
Description
【発明の詳細な説明】
〔発明の目的〕
(産業上の利用分野)
本発明は道路橋等に設置した橋梁伸縮継手装置
の取り替え、修繕工事における裏込コンクリート
等の裏込部の壊し作業である裏込部砕り工法に関
する。[Detailed Description of the Invention] [Purpose of the Invention] (Industrial Application Field) The present invention is useful for replacing and repairing bridge expansion joint devices installed on road bridges, etc., and for breaking the back-filling part of back-filling concrete, etc. Concerning a certain backfill crushing method.
(従来の技術)
道路橋における伸縮継手装置は、近年の交通量
の増加及び車輛の走行性、快適性の確保の問題か
ら、維持、管理、保守、修理の重要性が一段と増
している。(Prior Art) Expansion joint devices on road bridges have become increasingly important to maintain, manage, maintain, and repair due to the recent increase in traffic volume and the problem of ensuring vehicle drivability and comfort.
この中で何らかの理由で道路橋等に設置した橋
梁伸縮継手装置の取り替え、修繕工事をしなけれ
ばならないときの作業の一つに裏込コンクリート
等の裏込部の壊し作業がある。 Among these, when for some reason it is necessary to replace or repair a bridge expansion joint device installed on a road bridge, etc., one of the tasks is to destroy the backfilling part of backfilling concrete, etc.
この壊し作業で従来からごく普通に行われてい
るのは裏込部を30Kg〜40Kgのブレーカーで叩き壊
す方法である。 The most common way to do this breaking work is to smash the back-filling part with a 30kg to 40kg breaker.
(発明が解決しようとする問題点)
しかしながら、この方法は、相当大きな騒音の
発生源となり、地域住民に対して騒音公害の問題
を与えている。そのため工事騒音を伴う工事の施
工が非常に厳しい状況にある。(Problems to be Solved by the Invention) However, this method is a source of considerable noise and poses a noise pollution problem to local residents. As a result, construction work that is accompanied by construction noise is extremely difficult.
本発明はこのような事情に鑑み、新たな提案を
することによりかかる問題点を解決しようとする
ものである。 In view of these circumstances, the present invention attempts to solve these problems by making a new proposal.
(問題点を解決するための手段)
本発明は、その構成要件を遊間をはさんで対向
する床版端部のそれぞれの裏込部と舗装の境界部
幅員方向に垂直方向の切り込みを入れるとともに
遊間をはさんで対向する裏込部の一部をそれぞれ
破壊し、遊間より裏込部両端部幅員方向に水平方
向の切り込みを入れ、かつ、裏込部上方より下方
にかけて穿孔した複数のセリ矢打ち込み孔にセリ
矢を挿入し、セリ矢の拡張により裏込部を破壊し
て砕り取ることを特徴とする伸縮継手装置におけ
る裏込部斫り工法とすることにより上記問題点を
解決しようとするものである。
(Means for Solving the Problems) The present invention has its constituent elements, such as making vertical incisions in the width direction of the boundary between each backing part and the pavement at the end of the floor slab facing each other with a gap in between. Parts of the lining parts facing each other with the play space in between are destroyed, horizontal cuts are made in the width direction of both ends of the back cut part from the play space, and a plurality of seri arrows are drilled from the top to the bottom of the back cut part. An attempt is made to solve the above-mentioned problems by using a construction method for cutting the backing part of an expansion joint device, which is characterized by inserting a cutting arrow into the driving hole and destroying and crushing the backing part by expanding the arrow. It is something to do.
(作用)
本発明は、この構成要件において、裏込部と舗
装の境界部に垂直方向の切り込み又裏込部水平方
向にも切り込みを入れてあることにより、セリ矢
挿入孔よりセリ矢を挿入してセリ矢の拡張を行え
ば床版端部の角欠けを防止しつつ、かつ低騒音で
裏込部を容易に破壊できるという作用を有する。(Function) In this configuration, the present invention has a notch in the vertical direction at the boundary between the backing part and the pavement, and also a notch in the horizontal direction in the backing part, so that the auction arrow can be inserted through the auction arrow insertion hole. By doing this and expanding the warp arrows, it is possible to prevent corner chipping at the end of the deck slab and to easily destroy the backfilling part with low noise.
(実施例)
つぎに、本発明の実施例を図面に基いて説明す
る。(Example) Next, an example of the present invention will be described based on the drawings.
まず、第1図において、遊間1をはさんで対向
する床版端部2の裏込部3と舗装4の境界に切り
込み5を垂直方向に入れる。この切り込み5は道
路幅員方向ほぼ全域に入れる。この実施例では、
深さ75mm程度の切断である。 First, in FIG. 1, a cut 5 is vertically made at the boundary between the backing part 3 and the pavement 4 of the floor slab end part 2 facing each other with the play space 1 in between. This cut 5 is made in almost the entire area in the road width direction. In this example,
The cut is about 75mm deep.
ついで第2図において、伸縮継手9を除去した
のち道路幅員方向の一端部11の裏込部3を遊間
1をはさんで斫り取る。この実施例では深さ150
mm程度である。 Next, in FIG. 2, after removing the expansion joint 9, the backfilling part 3 at one end 11 in the road width direction is scooped out with the clearance 1 in between. Depth 150 in this example
It is about mm.
しかるのち、斫り取つた深さ位置に水平切断機
のカツター6を位置させて、水平切断機のカツタ
ー6を道路幅員方向に移動させながら遊間1をは
さんで対向する裏込部3に遊間1側より水平に切
り込み7を入れる。 After that, the cutter 6 of the horizontal cutting machine is positioned at the depth position that has been scooped out, and while moving the cutter 6 of the horizontal cutting machine in the direction of the road width, the clearance is cut into the back-filling part 3 opposite to the clearance 1. Make a horizontal cut 7 from the 1st side.
つぎに、第3図に示すように遊間をはさんで対
向する床版端部裏込部3に上方から下方にかけ
て、複数のセリ矢打ち込み孔8を穿孔する。この
実施例ではジヤツクハンマー等にてφ32mm、深さ
150mm程度に削孔してある。 Next, as shown in FIG. 3, a plurality of paring arrow driving holes 8 are bored from the top to the bottom in the floor slab end backfilling parts 3 facing each other with a play space in between. In this example, use a jack hammer etc. to φ32mm and depth.
The hole is drilled to approximately 150mm.
しかるのち、セリ矢打ち込み孔8に先端を油圧
セリ矢とするクラツカーを挿入し、油圧セリ矢に
拡張を与えて裏込部3を破砕する。クラツカー破
砕にて残つた部分の裏込部はチツパーで仕上げ斫
りを行う。 Thereafter, a cracker whose tip is a hydraulic paring arrow is inserted into the paring arrow driving hole 8, and the hydraulic paring arrow is expanded to crush the backing part 3. The back-filling portion that remains after the Kratzker crushing is finished by using a chipper.
しかして、伸縮継手装置における裏込部の壊し
作業が行われる。 Thus, the work of breaking the back-filling portion of the expansion joint device is performed.
なお、第5図は水平切断機の一例を示すもの
で、6が対向する裏込部に切り込みを入れるため
のカツターである。 In addition, FIG. 5 shows an example of a horizontal cutting machine, and 6 is a cutter for making a cut in the opposing back-cutting part.
本発明は上述のようにして構成されるものでつ
ぎの効果を有する。
The present invention is constructed as described above and has the following effects.
裏込部と舗装の境界部に垂直方向の切り込み、
又、遊間側により裏込部水平方向にも切り込みを
入れるとともに裏込部の上方から下方に向けて穿
孔されたセリ矢挿入孔にセリ矢を挿入してセリ矢
の拡張を行なうので水平方向の切り込みのあるこ
とにより床版端部の角欠けを防止しつつ、かつ、
セリ矢の拡張により低騒音で裏込部は容易に破壊
される。 Vertical cuts at the boundary between the backfill and the pavement.
In addition, a notch is also made in the horizontal direction of the backing part by the play side, and the paring arrows are expanded by inserting them into the paring arrow insertion holes drilled from the top to the bottom of the backing part. The notch prevents corner chipping at the edge of the floor slab, and
Due to the expansion of the arrows, the backfilling part is easily destroyed with low noise.
したがつて、この方法によると従来行つていた
ようなブレーカーで裏込材を叩き壊す方法に見ら
れるような騒音は発生しない。 Therefore, this method does not generate the noise that occurs in the conventional method of breaking the backing material with a breaker.
そのため従来のような伸縮継手装置の取り替
え、修繕工事に伴う裏込部の壊し作業における騒
音公害を防止することができる。 Therefore, it is possible to prevent noise pollution during the conventional work of replacing the expansion joint device or breaking down the backfilling portion during repair work.
第1図は対向する床版端部と伸縮継手装置を示
す概略断面図、第2図、第3図及び第4図は伸縮
継手除去後の断面と平面との関係を示し、第2図
は遊間をはさんで対向する裏込部の一部の破壊個
所を示す概略図、第3図は水平切断機のカツター
の位置を示す概略図、第4図はセリ矢打ち込み孔
を示す概略図、第5図は水平切断機の一例を示す
概略図である。
図において、1は遊間、2は床版端部、3は裏
込部、4は舗装、5は垂直方向の切り込み、6は
カツター、7は水平方向の切り込み、8はセリ矢
打ち込み孔、9は伸縮継手、10はアンカー、1
1は水平カツター用斫り部分である一端部であ
る。
Fig. 1 is a schematic cross-sectional view showing the opposite ends of the floor slab and the expansion joint device, Figs. 2, 3, and 4 show the relationship between the cross section and the plane after the expansion joint has been removed; A schematic diagram showing the damaged parts of the back-filling parts facing each other across the clearance, Figure 3 is a schematic diagram showing the position of the cutter of the horizontal cutting machine, Figure 4 is a schematic diagram showing the holes for driving arrows, FIG. 5 is a schematic diagram showing an example of a horizontal cutting machine. In the figure, 1 is a free space, 2 is an edge of the deck slab, 3 is a backing part, 4 is a pavement, 5 is a vertical cut, 6 is a cutter, 7 is a horizontal cut, 8 is a paring arrow driving hole, 9 is an expansion joint, 10 is an anchor, 1
1 is one end portion which is a cutting portion for a horizontal cutter.
Claims (1)
の裏込部と舗装の境界部幅員方向に垂直方向の切
り込みを入れるとともに遊間をはさんで対向する
裏込部の一部をそれぞれ破壊し、遊間より裏込部
両端部幅員方向に水平方向の切り込みを入れ、か
つ、裏込部上方より下方にかけて穿孔した複数の
セリ矢打ち込み孔にセリ矢を挿入し、セリ矢の拡
張により裏込部を破壊して斫り取ることを特徴と
する伸縮継手装置における裏込部斫り工法。1. Make a vertical cut in the width direction of each backing part of the edge of the floor slab facing each other across the clearance gap and the boundary between the pavement, and destroy a part of the backing part facing each other with the clearance space in between. , make horizontal cuts in the width direction of both ends of the backing part from the free space, and inserting auction arrows into the multiple arrow driving holes drilled from the top to the bottom of the backing part, and by expanding the auction arrows, the backing part A construction method for scooping out the back-filling part of an expansion joint device, which is characterized by destroying and scooping out.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP21344386A JPS6370719A (en) | 1986-09-10 | 1986-09-10 | Cutting work of back-filled portion in expansion joint |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP21344386A JPS6370719A (en) | 1986-09-10 | 1986-09-10 | Cutting work of back-filled portion in expansion joint |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JPS6370719A JPS6370719A (en) | 1988-03-30 |
| JPH0348281B2 true JPH0348281B2 (en) | 1991-07-24 |
Family
ID=16639313
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP21344386A Granted JPS6370719A (en) | 1986-09-10 | 1986-09-10 | Cutting work of back-filled portion in expansion joint |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JPS6370719A (en) |
-
1986
- 1986-09-10 JP JP21344386A patent/JPS6370719A/en active Granted
Also Published As
| Publication number | Publication date |
|---|---|
| JPS6370719A (en) | 1988-03-30 |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| LAPS | Cancellation because of no payment of annual fees |