Deprecated: The each() function is deprecated. This message will be suppressed on further calls in /home/zhenxiangba/zhenxiangba.com/public_html/phproxy-improved-master/index.php on line 456
JPH0826581B2 - Abrasion resistant concrete structure for sewerage facilities - Google Patents
[go: Go Back, main page]

JPH0826581B2 - Abrasion resistant concrete structure for sewerage facilities - Google Patents

Abrasion resistant concrete structure for sewerage facilities

Info

Publication number
JPH0826581B2
JPH0826581B2 JP2227402A JP22740290A JPH0826581B2 JP H0826581 B2 JPH0826581 B2 JP H0826581B2 JP 2227402 A JP2227402 A JP 2227402A JP 22740290 A JP22740290 A JP 22740290A JP H0826581 B2 JPH0826581 B2 JP H0826581B2
Authority
JP
Japan
Prior art keywords
wear
rubber layer
resistant plate
fixing member
washer
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 - Fee Related
Application number
JP2227402A
Other languages
Japanese (ja)
Other versions
JPH04108929A (en
Inventor
誠司 高田
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 Kasei KK
Original Assignee
Seibu Polymer Kasei KK
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 Kasei KK filed Critical Seibu Polymer Kasei KK
Priority to JP2227402A priority Critical patent/JPH0826581B2/en
Publication of JPH04108929A publication Critical patent/JPH04108929A/en
Publication of JPH0826581B2 publication Critical patent/JPH0826581B2/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

Links

Landscapes

  • Sewage (AREA)
  • Underground Structures, Protecting, Testing And Restoring Foundations (AREA)

Description

【発明の詳細な説明】 〔産業上の利用分野〕 本発明は、下水道施設の合流人孔、落差工等高所から
下水が落下する部分のコンクリート構築物を摩耗から保
護するために設けられるコンクリート用耐摩耗板構造に
関する。
DETAILED DESCRIPTION OF THE INVENTION [Industrial field of application] The present invention is for concrete provided for protecting a concrete structure in a portion where sewage falls from a high place such as a confluence hole of a sewerage facility or a head drop construction from abrasion. Abrasion resistant plate structure.

〔従来の技術〕[Conventional technology]

下水道施設はコンクリートで構築される部分が多く、
コンクリートの摩耗侵蝕を防止するため、通常下水流の
流速を3m/秒以内に抑えるように設計されている。しか
し地形的に高低差がある地域に管渠を敷設する場合に
は、合流人孔、落差工等流速が上記速度を超える人孔を
設けざるを得ず、コンクリートの摩耗侵蝕を防止するた
め何らかのコンクリート保護手段を設けることが必要に
なる。
Many sewerage facilities are constructed of concrete,
In order to prevent wear erosion of concrete, it is usually designed to keep the flow rate of sewage within 3 m / sec. However, when laying a pipe in an area with a topographical difference in height, there is no choice but to provide a confluence hole, a drop hole, etc. It is necessary to provide concrete protection measures.

このような保護手段として、従来はこのような人孔に
石、ステンレス板、鉄板入りゴム板等をコンクリート用
耐摩耗板として張立てる方法が採用されていた。第3図
はその中鉄板入りゴム板を使用した例を示す。第3図
(a)は人孔1の上部を取除いて示す平面図、第3図
(b)は第3図(a)のA−A線断面図、第3図(c)
は第3図(a)のB−B線断面図、第3図(d)は鉄板
入りゴム板の展開図、第3図(e)は鉄板入りゴム板の
固定部材挿入孔附近の部分拡大側面断面図である。
As such protection means, conventionally, a method has been adopted in which stones, stainless steel plates, rubber plates containing iron plates, etc. are stretched over such human holes as wear resistant plates for concrete. FIG. 3 shows an example in which a rubber plate containing an iron plate is used. FIG. 3 (a) is a plan view showing the human hole 1 with the upper part removed, FIG. 3 (b) is a cross-sectional view taken along the line AA of FIG.
Is a sectional view taken along the line BB in FIG. 3 (a), FIG. 3 (d) is a development view of the rubber plate containing an iron plate, and FIG. 3 (e) is a partial enlargement of the rubber plate containing an iron plate near the fixing member insertion hole. It is a side sectional view.

第3図において、人孔1内には落差のある管路2,3を
連結する断面半円形のインバート部の表面を覆って鉄板
4a入りゴム板4が張設されており、この鉄板入りゴム板
4はホールアンカー等の図示しない固定部材によりイン
バート部のコンクリート構築物に固定されている。この
鉄板入りゴム板4はそれが取付けられるインバート部の
形状に対応する形状を有するものであるが、鉄板入りゴ
ム板を施工現場で切断加工することは困難であるので個
々のインバート部の形状に基いて第3図(d)に示す展
開図を人孔ごとに設計計算により作成し、この展開図の
形状に合せて予め鉄板入りゴム板を工場で作成して人孔
に持込み張設するようにしている。
In FIG. 3, an iron plate is formed by covering the surface of an invert portion having a semicircular cross section that connects the pipe lines 2 and 3 having a drop in the human hole 1.
A rubber plate 4 containing 4a is stretched, and the rubber plate 4 containing an iron plate is fixed to a concrete structure in the invert portion by a fixing member (not shown) such as a hole anchor. The iron plate-containing rubber plate 4 has a shape corresponding to the shape of the invert portion to which it is attached. However, it is difficult to cut the iron plate-containing rubber plate at the construction site, so the shape of each invert portion is changed. Based on this, the development drawing shown in Fig. 3 (d) is created for each human hole by design calculation, and a rubber plate containing an iron plate is created in advance at the factory according to the shape of this development hole so that it can be brought into the human hole and stretched. I have to.

〔発明が解決しようとする課題〕[Problems to be Solved by the Invention]

前記従来のコンクリート用耐摩耗板構造においては、
上記のとおり各人孔毎に個別に展開図を設計し、それに
合せて工場で鉄板入りゴム板を作成し、現場に持込んで
いるが、人孔毎に設計計算を必要とするので製作するま
でに時間がかかる上に、展開図に合せて鉄板入りゴム板
を切ったり、曲げたりする手間のかかる工程を経て所定
の形状に形成しても、施工現場における管渠の取付け誤
差等のため実際にはインバート部にぴったり合わず、取
付け仕上りがきれいにできないことが多い、という問題
点がある。
In the conventional wear-resistant plate structure for concrete,
As mentioned above, a development plan is individually designed for each human hole, and a rubber plate containing an iron plate is created at the factory according to it, and brought to the site, but it is necessary to make a design calculation for each human hole. It takes time to complete, and even if the rubber plate containing the iron plate is cut or bent in accordance with the development drawing to form it into a predetermined shape through the labor-intensive process, it may be due to errors in the installation of the pipe at the construction site. Actually, there is a problem that it is not fitted exactly to the invert part and the mounting finish is often not clean.

本発明は上記従来のコンクリート用耐摩耗板構造の問
題点にかんがみなされたものであって、耐摩耗性に優
れ、かつ施工現場でコンクリート構築物の形状に合せて
切断加工が可能であり、取付け仕上りもきれいなコンク
リート用耐摩耗板構造を提供しようとするものである。
The present invention has been made in consideration of the problems of the conventional wear-resistant plate structure for concrete, has excellent wear resistance, and can be cut at a construction site in accordance with the shape of a concrete structure, and has a finished installation. It is also intended to provide a clean wear-resistant plate structure for concrete.

〔課題を解決するための手段および作用〕[Means and Actions for Solving the Problems]

上記目的を達成する請求項1記載の下水道施設のコン
クリート用耐摩耗板構造は、耐摩耗性に優れた表面側ゴ
ム層と、該表面側ゴム層の内側に設けられ、該表面側ゴ
ム層よりも高い硬度を有する補強繊維入り硬質ゴム層
と、該硬質ゴム層の内側に設けられ、該表面側ゴム層と
ほぼ同一の材質の内側ゴム層とを一体的に形成してな
り、かつ複数の固定部材挿人孔が形成された耐摩耗板本
体を該固定部材挿人孔に挿入された固定部材によりコン
クリート構築物に固定したことを特徴とするものであ
る。
The wear-resistant plate structure for concrete of sewerage facility according to claim 1, which achieves the above-mentioned object, is provided with a surface-side rubber layer having excellent wear resistance and the inside of the surface-side rubber layer, A reinforcing rubber-containing hard rubber layer having a high hardness and an inner rubber layer which is provided inside the hard rubber layer and is made of substantially the same material as the surface-side rubber layer are integrally formed. The wear resistant plate body having the fixing member insertion hole is fixed to the concrete structure by the fixing member inserted in the fixing member insertion hole.

本発明によれば、耐摩耗板本体が、耐摩耗性に優れた
表面側ゴム層と、これよりも硬度が高い補強繊維入り硬
質ゴム層からなるものであるので、必要な耐摩耗性を確
保することができるとともに施工現場でコンクリート構
築物の形状に合わせて耐摩耗板本体を容易に切断加工す
ることができる。
According to the present invention, the wear-resistant plate main body is composed of the surface-side rubber layer having excellent wear resistance and the hard rubber layer containing the reinforcing fiber having a hardness higher than that, thus ensuring the necessary wear resistance. In addition, the wear-resistant plate body can be easily cut at the construction site according to the shape of the concrete structure.

また請求項2記載の下水道施設のコンクリート用耐摩
耗板構造は、上記請求項1の構成要件に加えて、該固定
部材はホールアンカーと、取付けボルトと、該ホールア
ンカーと該取付けボルトの間に介挿されるワッシャから
なり、該ワッシャは円周方向に延長する爪部が形成され
ており、かつ該固定部材挿人孔は上部の径が該ワッシャ
の径よりも大きく下部の径が該ワッシャの径よりも小さ
くなるように該補強繊維入り硬質ゴム層からなる段部が
形成されており、該固定部材により耐摩耗板本体をコン
クリート構築物に固定する際該ワッシャの該爪部が該段
部に食込むことを特徴とするものである。
Further, in the wear-resistant plate structure for concrete of a sewerage facility according to claim 2, in addition to the constituent features of claim 1, the fixing member is provided with a hole anchor, a mounting bolt, and between the hole anchor and the mounting bolt. The washer has a claw portion extending in the circumferential direction, and the fixing member insertion hole has an upper diameter larger than that of the washer and a lower diameter of the washer. A step made of the hard rubber layer containing the reinforcing fiber is formed so as to have a diameter smaller than the diameter, and when the wear-resistant plate body is fixed to the concrete structure by the fixing member, the claw part of the washer is formed on the step. It is characterized by eating.

本発明によれば、固定部材中のワッシャに円周方向に
延長する爪部が形成されており、固定部材により耐摩耗
板本体をコンクリート構築物に固定する際ワッシャの爪
部が補強繊維入り硬質ゴム層からなる段部に食込むの
で、耐摩耗板本体がコンクリート構築物から引剥される
方向に力が加わっても、固定部材挿人孔の周りのゴムが
伸びて取付ボルトが該挿人孔から抜け出すことが防止さ
れる。
According to the present invention, the washer in the fixing member is formed with the claw portion extending in the circumferential direction, and the claw portion of the washer when the wear-resistant plate body is fixed to the concrete structure by the fixing member is a hard rubber containing reinforcing fibers. Since it erodes into the stepped part consisting of layers, even if a force is applied in the direction in which the wear resistant plate body is peeled off from the concrete structure, the rubber around the fixing member insertion hole extends and the mounting bolts from the insertion hole. It is prevented from getting out.

〔実施例〕〔Example〕

以下添付図面について本発明の1実施例について説明
する。
An embodiment of the present invention will be described below with reference to the accompanying drawings.

第1図は本発明にかかるコンクリート用耐摩耗板構造
の1実施例の部分拡大側面断面図、第2図は同耐摩耗板
本体の平面図である。コンクリート用耐摩耗板構造5の
耐摩耗板本体6は耐摩耗性に優れた表面側ゴム層7と、
その内側に一体的に設けられた補強繊維入り硬質ゴム層
8とを備えている。表面側ゴム層7の硬度はHS60〜70が
好適であり、これより硬度が低いと表面に外傷を受け易
くなりまたこれより硬度が高いと耐摩耗性が低下するの
で好ましくない。このような硬度と充分な耐摩耗性を有
するゴム材としてはたとえばSBR(スチレンブタジエン
ゴム)を使用することができる。また硬質ゴム層8は、
耐摩耗性は要求されてないかわりに、耐摩耗板本体6が
コンクリート構築物10から引剥される方向に力が加わっ
た時に伸長して取付ボルト14が抜出さないように充分な
硬度を有することが必要である。このような要求を充足
する硬質ゴム層8の硬度はHS80〜90の範囲が好適であ
り、このような硬質ゴムとしては、たとえばビニロン布
入りSBR等の補強繊維入りゴムを使用することができ
る。またこの実施例においては、耐摩耗板本体6の製造
過程において表面側ゴム層7の伸縮により完成した耐摩
耗板本体6が湾曲することを防止するために、硬質ゴム
層8のさらに内側に内側ゴム層9が一体的に形成されて
いる。この内側ゴム層9としては表面側ゴム層7と同一
のゴムたとえばSBRを使用することができる。上記3層
のゴムからなる本実施例の耐摩耗板本体6の全体の厚み
は20〜30mmとなる。
FIG. 1 is a partially enlarged side sectional view of an embodiment of a wear resistant plate structure for concrete according to the present invention, and FIG. 2 is a plan view of the wear resistant plate body. The wear-resistant plate body 6 of the wear-resistant plate structure 5 for concrete has a surface-side rubber layer 7 having excellent wear resistance,
A hard rubber layer 8 containing reinforcing fibers is integrally provided inside thereof. The hardness of the surface side rubber layer 7 is preferably HS60 to 70. If the hardness is lower than this, the surface is likely to be scratched, and if it is higher than this, abrasion resistance is deteriorated, which is not preferable. As a rubber material having such hardness and sufficient abrasion resistance, for example, SBR (styrene butadiene rubber) can be used. The hard rubber layer 8 is
The wear resistance is not required, but the wear resistance plate main body 6 has sufficient hardness so as to extend and prevent the mounting bolt 14 from pulling out when a force is applied in the direction of peeling from the concrete structure 10. is necessary. The hardness of the hard rubber layer 8 satisfying such requirements is preferably in the range of HS80 to 90. As such hard rubber, for example, rubber containing reinforcing fiber such as SBR containing vinylon cloth can be used. Further, in this embodiment, in order to prevent the abrasion resistant plate body 6 completed by the expansion and contraction of the front side rubber layer 7 from being curved in the manufacturing process of the abrasion resistant plate body 6, the inner side is further inside the hard rubber layer 8. The rubber layer 9 is integrally formed. As the inner rubber layer 9, the same rubber as the front side rubber layer 7, for example, SBR can be used. The total thickness of the wear-resistant plate body 6 of the present embodiment made of the above three layers of rubber is 20 to 30 mm.

表面側ゴム層7の表面は、施工時および維持管理のた
めの点検時に作業員が安全に進行できるように、滑り止
め用のエンボス加工を施すことが好ましい。
The surface of the surface side rubber layer 7 is preferably embossed to prevent slipping so that a worker can safely proceed during construction and inspection for maintenance.

上記耐摩耗板本体6をコンクリート構築体10に固定す
るため、耐摩耗板本体6には、複数の固定部材挿人孔11
が形成されている。耐摩耗板本体6は、この固定部材挿
人孔11に挿入されたホールアンカー13、取付けボルト14
およびワッシャ15からなる固定部材12によってコンクリ
ート構築物10に固定される。固定部材挿人孔11は、第1
図から明らかなように、上部の径がワッシャ15の経より
も大きく下部の径がワッシャ15の径よりも小さくなるよ
うに硬質ゴム層8からなる段部16が形成されている。
In order to fix the wear resistant plate body 6 to the concrete structure 10, the wear resistant plate body 6 has a plurality of fixing member insertion holes 11
Are formed. The wear-resistant plate body 6 includes a hole anchor 13 and a mounting bolt 14 inserted in the fixing member insertion hole 11.
It is fixed to the concrete structure 10 by a fixing member 12 including a washer 15. The fixing member insertion hole 11 is the first
As is clear from the figure, the stepped portion 16 made of the hard rubber layer 8 is formed so that the upper diameter is larger than the diameter of the washer 15 and the lower diameter is smaller than the diameter of the washer 15.

固定部材12のワッシャ15は、第4図の側面断面図に示
すように、中央に取付ボルト14の挿人孔15aが形成され
た円形の部材であって、その下面には円周方向に延長す
る環状の爪部15bが設けられている。
As shown in the side sectional view of FIG. 4, the washer 15 of the fixing member 12 is a circular member in which the insertion hole 15a of the mounting bolt 14 is formed in the center, and its lower surface extends in the circumferential direction. An annular claw portion 15b is provided.

次に上記構成の耐摩耗板本体5をコンクリート構築物
10上に敷設し固定部材12でコンクリート構築物10に固定
する施工法について説明する。
Next, the wear-resistant plate body 5 having the above-mentioned structure
A construction method of laying on the concrete structure 10 and fixing it to the concrete structure 10 with the fixing member 12 will be described.

まず、施工現場において、実際のコンクリート構築物
10にビニールシート等をあてがいカット線を現物合わせ
で描き、耐摩耗板本体6の上にこのビニールシート等を
重ねてカット線に沿って耐摩耗板本体6を切断する。こ
のようにして切断した複数枚の耐摩耗板本体6をコンク
リート構築物10上の所定の位置に配置し、納まり具合を
確認した後、固定部材挿人孔11に対応するコンクリート
構築物10の位置にホールアンカー打込み孔を穿設し、固
定部材挿人孔11を介して、ホールアンカー13を打込んだ
後、取付けボルト14にワッシャ15を嵌めホールアンカー
13にねじ込むことによって耐摩耗板本体6をコンクリー
ト構築物10に固定する。この際ワッシャ15の爪部15bは
硬質ゴム層からなる段部16にしっかりと食い込み、耐摩
耗板本体6のコンクリート構築物10に対する碇着強度を
高める。しかる後各固定部材挿人孔11および各耐摩耗板
本体6間の間隙に充填材を充填して平坦な表面を形成
し、コンクリート用耐摩耗板構造5を完成する。
First, at the construction site, the actual concrete structure
A vinyl sheet or the like is applied to 10 and a cut line is drawn according to the actual product. The vinyl sheet or the like is superposed on the wear-resistant plate body 6 and the wear-resistant plate body 6 is cut along the cut line. After disposing the plurality of wear-resistant plate bodies 6 cut in this way at predetermined positions on the concrete structure 10 and confirming the fitting condition, a hole is formed at the position of the concrete structure 10 corresponding to the fixing member insertion hole 11. After forming an anchor driving hole and driving the hole anchor 13 through the fixing member insertion hole 11, the washer 15 is fitted to the mounting bolt 14 and the hole anchor.
The wear-resistant plate body 6 is fixed to the concrete structure 10 by screwing it into 13. At this time, the claw portion 15b of the washer 15 firmly bites into the stepped portion 16 made of a hard rubber layer to enhance the anchoring strength of the wear resistant plate body 6 to the concrete structure 10. Then, the gap between each fixing member insertion hole 11 and each wear resistant plate body 6 is filled with a filler to form a flat surface, and the wear resistant plate structure 5 for concrete is completed.

なお、コンクリート構築物10の曲面部においても第5
図に示すように耐摩耗板本体6を曲面部の曲面形状に合
せて張り付けるだけで良く。従来の鉄板入りゴム板のよ
うに予め工場で曲げ加工を行う必要はない。
In addition, even in the curved surface part of the concrete structure 10,
As shown in the figure, it suffices that the wear-resistant plate body 6 be attached according to the curved surface shape of the curved surface portion. It is not necessary to perform bending in advance at the factory unlike the conventional rubber plate with an iron plate.

〔発明の効果〕 以上述べたように、本発明によれば、耐摩耗板本体
が、耐摩耗性に優れた表面側ゴム層と、これよりも硬度
が高い補強繊維入り硬質ゴム層からなるものであるの
で、必要な耐摩耗性を確保することができるとともに、
施工現場でコンクリート構築物の形状に合わせて耐摩耗
板本体を容易に切断することができ、取付け仕上もきれ
いにできる。
[Effects of the Invention] As described above, according to the present invention, the wear-resistant plate body is composed of the surface-side rubber layer having excellent wear resistance and the hard rubber layer containing the reinforcing fiber having a higher hardness than this. Therefore, it is possible to secure the necessary wear resistance and
The wear-resistant plate body can be easily cut according to the shape of the concrete structure at the construction site, and the installation finish can be made clean.

また従来の鉄板入りゴム板のような各人孔ごとに個々
に設計計算をする必要がないので、施工の開始までの時
間を短縮することができる。施工コストも節約すること
ができる。
Further, since it is not necessary to individually perform design calculation for each human hole unlike the conventional rubber plate with an iron plate, it is possible to shorten the time until the start of construction. Construction costs can also be saved.

また、コンクリート構築物の曲面部や曲面部と平坦部
との接続部においても、鉄板入りゴム板のように予め工
場で複雑な曲げ加工を必要としないので、これらの部分
における耐摩耗板構造の施工を極めて容易に行うことが
できる。
Also, the curved parts of the concrete structure and the joints between the curved parts and the flat parts do not require complicated bending work in advance at the factory unlike rubber plates with iron plates, so construction of wear resistant plate structures in these parts is required. Can be done very easily.

さらに、本発明によれば、固定部材中のワッシャに円
周方向に延長する爪部が形成されており、固定部材によ
り耐摩耗板本体をコンクリート構築物に固定する際ワッ
シャの爪部が補強繊維入り硬質ゴム層からなる段部に食
込むので、耐摩耗板本体がコンクリート構築物から引剥
される方向に力が加わっても、固定部材挿人孔の周りの
ゴムが伸びて取付ボルトが固定部材挿人孔から抜出すこ
とが防止され耐摩耗板本体のコンクリート構造物に対す
る碇着強度が一層高められる。
Further, according to the present invention, the washer in the fixing member is formed with a claw portion extending in the circumferential direction, and the claw portion of the washer contains reinforcing fibers when the wear-resistant plate body is fixed to the concrete structure by the fixing member. Even if a force is applied in the direction in which the wear resistant plate body is peeled off from the concrete structure, the rubber around the fixing member insertion hole extends and the mounting bolts It is prevented from being pulled out from the human hole, and the anchor strength of the wear resistant plate body to the concrete structure is further enhanced.

さらに、本発明によれば、補強繊維入り硬質ゴム層の
内側に表面側ゴム層とほぼ同一の材質の内側ゴム層を一
体的に形成したので、耐摩耗板本体の製造過程において
は表面側ゴム層の伸縮により完成した耐摩耗板本体が湾
曲することを防止することができる。
Further, according to the present invention, the inner rubber layer made of substantially the same material as the surface-side rubber layer is integrally formed inside the hard rubber layer containing the reinforcing fibers. It is possible to prevent the completed wear-resistant plate body from bending due to the expansion and contraction of the layers.

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

第1図は本発明にかかるコンクリート用耐摩耗板構造の
1実施例を示す部分拡大側面断面図、第2図は耐摩耗板
本体の平面図、第3図は従来の鉄板入りゴム板を使用し
たコンクリート用耐摩耗板構造を示す図で、第3図
(a)は人孔の上部を取除いて示す平面図、第3図
(b)は第3図(a)のA−A線断面図、第3図(c)
は第1図(a)のB−B線断面図、第3図(d)は鉄板
入りゴム板の展開図を示し、第3図(e)は鉄板入りゴ
ム板の固定部材挿人孔附近の部分拡大側面断面図を示
す。第4図はワッシャの側面断面図、第5図はコンクリ
ート構築物の曲面部と平坦部との接続部における耐摩耗
板構造の一例を示す斜視図である。 5……コンクリート用耐摩耗板構造、6……耐摩耗板本
体、7……表面側ゴム層、8……硬質ゴム層、10……コ
ンクリート構築物、11……固定部材挿入孔、12……固定
部材、13……ホールアンカー、14……取付けボルト、15
……ワッシャ、15b……爪部、16……段部
FIG. 1 is a partially enlarged side sectional view showing an embodiment of a wear resistant plate structure for concrete according to the present invention, FIG. 2 is a plan view of a wear resistant plate body, and FIG. 3 uses a conventional rubber plate containing an iron plate. FIG. 3 (a) is a plan view showing the wear-resistant plate structure for concrete with the upper part of the human hole removed, and FIG. 3 (b) is a sectional view taken along line AA of FIG. 3 (a). Figure, Figure 3 (c)
Is a cross-sectional view taken along the line BB of FIG. 1 (a), FIG. 3 (d) is a development view of the rubber plate containing an iron plate, and FIG. 3 (e) is a fixing member insertion hole near the fixing plate of the rubber plate containing an iron plate. The partial expanded side sectional view of FIG. FIG. 4 is a side sectional view of the washer, and FIG. 5 is a perspective view showing an example of a wear-resistant plate structure at a connecting portion between a curved surface portion and a flat portion of a concrete structure. 5 ... Wear-resistant plate structure for concrete, 6 ... Wear-resistant plate body, 7 ... Surface rubber layer, 8 ... Hard rubber layer, 10 ... Concrete structure, 11 ... Fixing member insertion hole, 12 ... Fixing member, 13 …… Hole anchor, 14 …… Mounting bolt, 15
...... Washer, 15b …… Claw, 16 …… Step

Claims (2)

【特許請求の範囲】[Claims] 【請求項1】耐摩耗性に優れた表面側ゴム層と、該表面
側ゴム層の内側に設けられ、該表面側ゴム層よりも高い
硬度を有する補強繊維入り硬質ゴム層と、該硬質ゴム層
の内側に設けられ、該表面側ゴム層とほぼ同一の材質の
内側ゴム層とを一体的に形成してなり、かつ複数の固定
部材挿入孔が形成された耐摩耗板本体を、該固定部材挿
入孔に挿入された固定部材により、コンクリート構築物
に固定したことを特徴とする下水道施設のコンクリート
用耐摩耗板構造。
1. A surface-side rubber layer having excellent wear resistance, a hard rubber layer containing reinforcing fibers provided inside the surface-side rubber layer and having a hardness higher than that of the surface-side rubber layer, and the hard rubber. The wear-resistant plate body provided inside the layer, integrally formed with the inner rubber layer of the same material as the surface side rubber layer, and having a plurality of fixing member insertion holes, A wear resistant plate structure for concrete in a sewerage facility, characterized by being fixed to a concrete structure by a fixing member inserted into a member insertion hole.
【請求項2】該固定部材は、ホールアンカーと、取付け
ボルトと、該ホールアンカーと該取付けボルトの間に介
挿されるワッシャからなり、該ワッシャは内周方向に延
長する爪部が形成されており、かつ該固定部材挿入孔は
上部の径が該ワッシャの径よりも大きく下部の径が該ワ
ッシャの径よりも小さくなるように該補強繊維入り硬質
ゴム層からなる段部が形成されており、該固定部材によ
り耐摩耗板本体をコンクリート構築物に固定する際該ワ
ッシャの該爪部が該段部に食込むことを特徴とする請求
項1記載の下水道施設のコンクリート用耐摩耗板構造。
2. The fixing member comprises a hole anchor, a mounting bolt, and a washer inserted between the hole anchor and the mounting bolt, the washer having a claw portion extending in the inner circumferential direction. Further, the fixing member insertion hole is formed with a stepped portion made of the hard rubber layer containing the reinforcing fiber such that the diameter of the upper portion is larger than the diameter of the washer and the diameter of the lower portion is smaller than the diameter of the washer. 2. The wear-resistant plate structure for concrete of sewerage facilities according to claim 1, wherein when the wear-resistant plate body is fixed to the concrete structure by the fixing member, the claw portion of the washer bites into the step.
JP2227402A 1990-08-29 1990-08-29 Abrasion resistant concrete structure for sewerage facilities Expired - Fee Related JPH0826581B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP2227402A JPH0826581B2 (en) 1990-08-29 1990-08-29 Abrasion resistant concrete structure for sewerage facilities

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP2227402A JPH0826581B2 (en) 1990-08-29 1990-08-29 Abrasion resistant concrete structure for sewerage facilities

Publications (2)

Publication Number Publication Date
JPH04108929A JPH04108929A (en) 1992-04-09
JPH0826581B2 true JPH0826581B2 (en) 1996-03-13

Family

ID=16860271

Family Applications (1)

Application Number Title Priority Date Filing Date
JP2227402A Expired - Fee Related JPH0826581B2 (en) 1990-08-29 1990-08-29 Abrasion resistant concrete structure for sewerage facilities

Country Status (1)

Country Link
JP (1) JPH0826581B2 (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2010024676A (en) * 2008-07-17 2010-02-04 Takamura Sogyo Kk Method for mounting impact-resisting protective plate on concrete structure

Families Citing this family (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH06249889A (en) * 1993-02-27 1994-09-09 Yokogawa Hewlett Packard Ltd Voltage and current measuring unit and voltage and current measuring method
JP2579609Y2 (en) * 1993-11-02 1998-08-27 常盤ゴム株式会社 Abrasion resistant rubber plate
JP2007222749A (en) * 2006-02-22 2007-09-06 Sumiju Kankyo Engineering Kk Waste water treatment apparatus and method
JP6411251B2 (en) * 2015-03-16 2018-10-24 株式会社熊谷組 Piping for collecting water, reinforcing pipe and method for arranging rubber sheet

Family Cites Families (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS61152085U (en) * 1985-11-21 1986-09-19
JPS62251103A (en) * 1986-04-24 1987-10-31 北海道積水工業株式会社 Manufacture of water channel
JPH0211514U (en) * 1988-06-30 1990-01-24
JPH0258616A (en) * 1988-08-24 1990-02-27 Yokohama Rubber Co Ltd:The Protecting structure of concrete floor system

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2010024676A (en) * 2008-07-17 2010-02-04 Takamura Sogyo Kk Method for mounting impact-resisting protective plate on concrete structure

Also Published As

Publication number Publication date
JPH04108929A (en) 1992-04-09

Similar Documents

Publication Publication Date Title
US3934422A (en) Pile splicing apparatus and method
KR100473965B1 (en) How to cover building structures and materials
JPH0826581B2 (en) Abrasion resistant concrete structure for sewerage facilities
US844296A (en) Building construction.
JP2893490B2 (en) Waterway repair method
JP2002038575A (en) Concrete abrasion resisting plate structure for sewerage system
JP3938826B2 (en) Lattice hollow slab
JP3875645B2 (en) Wear-resistant plate for concrete in running water facilities
JP3721528B2 (en) Construction method of underground tank
JP2672472B2 (en) Method for forming waterproof layer on continuous underground wall
JPH03197718A (en) Floor material having releasable prestress and method for making canal by cast wall technique using said material
JP3745664B2 (en) Underdrain fittings
US6564518B1 (en) Floor with floor covering, method for laying said floor convering and auxiliary laying device
KR100302901B1 (en) a duct and a method of construction
JPS6114399A (en) Construction of timbering in shield construction method
KR20020005876A (en) A Construction Method for Foundation of the Bridge and A Structure thereof
JP2002339578A (en) Repair structure of building outer-circumferential surface
JPS60126448A (en) Crack inducing structure of concrete structure
JPH0853846A (en) Side slope repairing and reinforcing method, and shearing bolt therefor
JP6853864B2 (en) Mortar or concrete surface peeling prevention method by spraying resin
JPH04285256A (en) Tile wall structure
JPH057348Y2 (en)
CA1229453A (en) Liquid retaining structures
JPH0641995A (en) Toori Slab
JP2001003435A (en) Reinforcement method for concrete structure, reinforcement / form structure used therefor, and reinforcement / form support device constituting the reinforcement / form structure

Legal Events

Date Code Title Description
FPAY Renewal fee payment (event date is renewal date of database)

Free format text: PAYMENT UNTIL: 20080313

Year of fee payment: 12

S531 Written request for registration of change of domicile

Free format text: JAPANESE INTERMEDIATE CODE: R313531

FPAY Renewal fee payment (event date is renewal date of database)

Free format text: PAYMENT UNTIL: 20080313

Year of fee payment: 12

R360 Written notification for declining of transfer of rights

Free format text: JAPANESE INTERMEDIATE CODE: R360

S531 Written request for registration of change of domicile

Free format text: JAPANESE INTERMEDIATE CODE: R313531

FPAY Renewal fee payment (event date is renewal date of database)

Free format text: PAYMENT UNTIL: 20080313

Year of fee payment: 12

FPAY Renewal fee payment (event date is renewal date of database)

Free format text: PAYMENT UNTIL: 20080313

Year of fee payment: 12

R370 Written measure of declining of transfer procedure

Free format text: JAPANESE INTERMEDIATE CODE: R370

FPAY Renewal fee payment (event date is renewal date of database)

Free format text: PAYMENT UNTIL: 20080313

Year of fee payment: 12

R350 Written notification of registration of transfer

Free format text: JAPANESE INTERMEDIATE CODE: R350

FPAY Renewal fee payment (event date is renewal date of database)

Free format text: PAYMENT UNTIL: 20090313

Year of fee payment: 13

FPAY Renewal fee payment (event date is renewal date of database)

Free format text: PAYMENT UNTIL: 20090313

Year of fee payment: 13

FPAY Renewal fee payment (event date is renewal date of database)

Free format text: PAYMENT UNTIL: 20090313

Year of fee payment: 13

FPAY Renewal fee payment (event date is renewal date of database)

Free format text: PAYMENT UNTIL: 20100313

Year of fee payment: 14

FPAY Renewal fee payment (event date is renewal date of database)

Free format text: PAYMENT UNTIL: 20100313

Year of fee payment: 14

FPAY Renewal fee payment (event date is renewal date of database)

Free format text: PAYMENT UNTIL: 20100313

Year of fee payment: 14

LAPS Cancellation because of no payment of annual fees