JPS62225612A - Drain treatment structure of structure extending and contracting apparatus - Google Patents
Drain treatment structure of structure extending and contracting apparatusInfo
- Publication number
- JPS62225612A JPS62225612A JP6803086A JP6803086A JPS62225612A JP S62225612 A JPS62225612 A JP S62225612A JP 6803086 A JP6803086 A JP 6803086A JP 6803086 A JP6803086 A JP 6803086A JP S62225612 A JPS62225612 A JP S62225612A
- Authority
- JP
- Japan
- Prior art keywords
- sealing member
- view
- sectional
- drain treatment
- contracting apparatus
- 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.)
- Pending
Links
- 238000007789 sealing Methods 0.000 claims description 12
- 230000008602 contraction Effects 0.000 claims description 7
- 238000004065 wastewater treatment Methods 0.000 claims description 4
- 239000013013 elastic material Substances 0.000 claims description 3
- 239000007788 liquid Substances 0.000 description 4
- 239000000565 sealant Substances 0.000 description 4
- 238000010276 construction Methods 0.000 description 3
- 230000000694 effects Effects 0.000 description 3
- 239000000463 material Substances 0.000 description 3
- 239000003795 chemical substances by application Substances 0.000 description 2
- 239000003566 sealing material Substances 0.000 description 2
- 238000003756 stirring Methods 0.000 description 2
- 239000000853 adhesive Substances 0.000 description 1
- 230000001070 adhesive effect Effects 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 238000003780 insertion Methods 0.000 description 1
- 230000037431 insertion Effects 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 239000002351 wastewater Substances 0.000 description 1
Landscapes
- Road Paving Structures (AREA)
- Bridges Or Land Bridges (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〕
本発明はコンクリート製軌道橋等の構造物に設けられる
伸縮装置の排水処理構造に関するものである。DETAILED DESCRIPTION OF THE INVENTION [Field of Industrial Application] The present invention relates to a wastewater treatment structure for an expansion/contraction device installed in a structure such as a concrete track bridge.
従来この種の構造物伸縮装置の排水処理構造としては、
特に排水の処理をしないもの、排水樋(ガラター)を取
付けるもの、非排水形式のものの三つが知られており、
このうち市街地における高架橋や騒音が問題となる住宅
地等では高価ではあるが非排水形式のらのが適しており
、最近多く採用されている。Conventionally, the wastewater treatment structure for this type of structural expansion and contraction equipment is as follows:
In particular, three types are known: those that do not treat wastewater, those that are equipped with a drainage gutter, and those that are non-drainage type.
Although expensive, non-drainage type lanos are suitable for elevated bridges in urban areas and residential areas where noise is a problem, and have recently been widely adopted.
第7.8図はこの非排水形式の従来構造を示すもので、
51は構造物であって、構造物51の上部にはフランジ
52が形成され、各々のフランジ52の上面にはフェー
スプレート53が設けられ、構造物51の温度変化等に
よる伸縮を許容し、かつ対向下部にバックアツプ材54
を固定し、構造物51の対向面に接着剤を塗布したのち
液状の弾性シール材55を充填し、弾性シール材55を
固化養生して伸縮間隙56からの排水処理をするように
構成されている。Figure 7.8 shows the conventional structure of this non-drainage type.
51 is a structure, a flange 52 is formed on the upper part of the structure 51, a face plate 53 is provided on the upper surface of each flange 52, which allows the structure 51 to expand and contract due to temperature changes, etc. Backup material 54 at the opposite bottom
is fixed, an adhesive is applied to the facing surface of the structure 51, and then a liquid elastic sealant 55 is filled, the elastic sealant 55 is solidified and cured, and drainage from the expansion gap 56 is treated. There is.
しかしながら上記弾性シール材55の充填にあたりては
、現場において主剤、硬化剤の混入、−次攪拌、混合、
二次攪拌混合を行って液状の弾性シール材55を作り、
それを作業者が伸縮間隙56を経て上方から構造物51
の対向面間に流し込んで充填する作業となるため作業が
厄介であり、はなはだ作業能率が悪く、施工コストが高
くなるという不都合を有している。However, when filling the elastic sealing material 55, mixing of the main agent and curing agent, stirring, mixing, etc.
A liquid elastic sealing material 55 is made by performing secondary stirring and mixing,
A worker passes it through the expansion gap 56 and attaches it to the structure 51 from above.
The work is cumbersome because it requires pouring the material between the opposing surfaces of the pipes to fill it, which has the disadvantages of extremely low work efficiency and high construction costs.
本発明はこれらの不都合を解消することを目的とするも
ので、その要旨は、対向する構造物の伸縮を許容する部
分に設けられるものであって、上記構造物の対向間に介
在し得る弾性材料製のシール部材を該構造物の一方又は
両方に設けて構成したことを特徴とする構造物伸縮装置
の排水処理構造にある。The present invention aims to eliminate these disadvantages, and its gist is that the present invention is provided in a portion that allows the opposing structures to expand and contract, and is provided with elasticity that may be present between the opposing structures. A wastewater treatment structure for a structure expansion/contraction device is characterized in that a sealing member made of a material is provided on one or both of the structures.
構造物の対向面間に介在し得る弾性材料製のシール部材
を形成して置き、そのシール部材を構造物の一方又は両
方に設ける。A sealing member made of an elastic material that can be interposed between opposing surfaces of the structure is formed and placed on one or both of the structures.
第1図乃至第6図は本発明の好適な実施例を示し、第1
.2図は第1実施例、第3図は第2実施例、第4図は第
3実施例、第5.6図は第4実施例である。1 to 6 show preferred embodiments of the present invention;
.. 2 shows the first embodiment, FIG. 3 shows the second embodiment, FIG. 4 shows the third embodiment, and FIGS. 5 and 6 show the fourth embodiment.
第1.2図の第1実施例において、lは構造物であって
、構造物1の上部にはフランジ2が形成され、各々のフ
ランジ2の上面にはフェースプレート3が設けられ、構
造物lの温度変化等による伸縮を伸縮間隙4により許容
するようにしている。In the first embodiment shown in FIG. 1.2, l is a structure, a flange 2 is formed on the top of the structure 1, a face plate 3 is provided on the top surface of each flange 2, and the structure The expansion and contraction gap 4 allows for expansion and contraction due to temperature changes, etc.
5は弾性材料製のシール部材であって、この場合シール
部材5はゴムにより押出成形されている。Reference numeral 5 denotes a sealing member made of an elastic material, and in this case, the sealing member 5 is extruded from rubber.
6はガイド部材であって、ガイド部材6は構造物1の対
向面にボルト7及びナツト8で取付けられ、シール部材
5にはガイド部材6に係合する係合部9を形成している
。Reference numeral 6 denotes a guide member, and the guide member 6 is attached to the opposing surface of the structure 1 with bolts 7 and nuts 8, and the seal member 5 is formed with an engaging portion 9 that engages with the guide member 6.
この第1実施例は上記構成であるから、構造物lの対向
間に予め製作したシール部材5を介在することができ、
この場合ガイド部材6によって横方向から容易に挿入で
き、このため従来のように液状の弾性シール材を充填す
る作業を不要にでき、作業能率を著しく向上することが
でき、施工コストを低減することができる。 第3図、
第4図の第2.3実施例はシール部材5の横断面形状の
変形例を示したものである。Since this first embodiment has the above-mentioned configuration, the sealing member 5 manufactured in advance can be interposed between the opposing structures l.
In this case, the guide member 6 allows easy insertion from the lateral direction, making it unnecessary to fill the liquid elastic sealant as in the past, significantly improving work efficiency, and reducing construction costs. I can do it. Figure 3,
Embodiment 2.3 in FIG. 4 shows a modification of the cross-sectional shape of the sealing member 5.
第5.6図の第4実施例はシール部材5を分割形成し、
第5図の如く一方のシール部材5aを一方の構造物1に
接着し、他方のシール部材5bを他方の構造物lに接着
し、その後第6図の如く構造物lを接近移動し、両シー
ル部材5を弾圧接触するようにしたものである。In the fourth embodiment shown in FIG. 5.6, the sealing member 5 is formed in parts,
As shown in FIG. 5, one sealing member 5a is adhered to one structure 1, and the other sealing member 5b is adhered to the other structure l, and then the structure l is moved closer to each other as shown in FIG. The sealing member 5 is brought into elastic contact.
第2乃至第4実施例にあっても第1実施例と同様な作用
効果を得るものである。The second to fourth embodiments also provide the same effects as the first embodiment.
尚、シール部材5の横断面形状は適宜変更して設計され
るものである。Note that the cross-sectional shape of the seal member 5 may be designed with appropriate changes.
本発明は上述の如く、構造物の対向間に予め製作したシ
ール部材を介在することができ、このため従来のように
液状の弾性シール材を充填する作業を不要にでき、作業
能率を著しく向上することができ、施工コストを低減す
ることができる。As described above, the present invention allows a pre-fabricated sealing member to be interposed between opposing structures, which eliminates the need for filling a liquid elastic sealant as in the past, significantly improving work efficiency. It is possible to reduce construction costs.
以上、所期の目的を充分達成することができる。As described above, the intended purpose can be fully achieved.
図面は本発明の一実施例を示すもので、第1図は第1実
施例の要部の横断面図、第2図はその使用断面図、第3
図は第2実施例の使用断面図、第4図は第3実施例の要
部の横断面図、第5図は第4実施例の使用断面図、第6
図はその使用断面図、第7図は従来構造の斜視図、第8
図はその使用断面図である。
l・・構造物、5・・シール部材。
昭和61年 3月26日
出願人 真砂産業 株式会社
7Z側
プノ澗
′y%q側
7グ〕
]6廖
77服
]ん勿The drawings show one embodiment of the present invention; Fig. 1 is a cross-sectional view of the main part of the first embodiment, Fig. 2 is a sectional view of its use, and Fig. 3 is a sectional view of the main part of the first embodiment.
The figure is a cross-sectional view of the second embodiment, FIG. 4 is a cross-sectional view of the main part of the third embodiment, FIG. 5 is a cross-sectional view of the fourth embodiment,
The figure is a sectional view of its use, Figure 7 is a perspective view of the conventional structure, and Figure 8 is a perspective view of the conventional structure.
The figure is a sectional view of its use. l...Structure, 5...Seal member. March 26, 1985 Applicant: Masago Sangyo Co., Ltd. 7Z side Puno'y%q side 7gu]] 6 Liao 77 Cloths]
Claims (1)
であって、上記構造物の対向間に介在し得る弾性材料製
のシール部材を該構造物の一方又は両方に設けて構成し
たことを特徴とする構造物伸縮装置の排水処理構造。A sealing member made of an elastic material, which is provided at a portion of the opposing structure that allows expansion and contraction, and which can be interposed between the opposing structures, is provided on one or both of the structures. Wastewater treatment structure for structural expansion and contraction equipment.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP6803086A JPS62225612A (en) | 1986-03-26 | 1986-03-26 | Drain treatment structure of structure extending and contracting apparatus |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP6803086A JPS62225612A (en) | 1986-03-26 | 1986-03-26 | Drain treatment structure of structure extending and contracting apparatus |
Publications (1)
Publication Number | Publication Date |
---|---|
JPS62225612A true JPS62225612A (en) | 1987-10-03 |
Family
ID=13361997
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP6803086A Pending JPS62225612A (en) | 1986-03-26 | 1986-03-26 | Drain treatment structure of structure extending and contracting apparatus |
Country Status (1)
Country | Link |
---|---|
JP (1) | JPS62225612A (en) |
Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JP2006188915A (en) * | 2005-01-07 | 2006-07-20 | Yokohama Rubber Co Ltd:The | Drain gutter for road bridge expansion device |
CN108330822A (en) * | 2018-01-31 | 2018-07-27 | 单国珠 | A kind of dust-proof slag freedom from repairs bridge extension joint and waterstop |
-
1986
- 1986-03-26 JP JP6803086A patent/JPS62225612A/en active Pending
Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JP2006188915A (en) * | 2005-01-07 | 2006-07-20 | Yokohama Rubber Co Ltd:The | Drain gutter for road bridge expansion device |
CN108330822A (en) * | 2018-01-31 | 2018-07-27 | 单国珠 | A kind of dust-proof slag freedom from repairs bridge extension joint and waterstop |
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