JPH0826581B2 - Abrasion resistant concrete structure for sewerage facilities - Google Patents
Abrasion resistant concrete structure for sewerage facilitiesInfo
- 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
Links
- 238000005299 abrasion Methods 0.000 title description 7
- 229920001971 elastomer Polymers 0.000 claims description 45
- 239000005060 rubber Substances 0.000 claims description 45
- 238000003780 insertion Methods 0.000 claims description 19
- 230000037431 insertion Effects 0.000 claims description 19
- 229920001875 Ebonite Polymers 0.000 claims description 18
- 210000000078 claw Anatomy 0.000 claims description 11
- 239000012783 reinforcing fiber Substances 0.000 claims description 10
- 239000000463 material Substances 0.000 claims description 4
- XEEYBQQBJWHFJM-UHFFFAOYSA-N Iron Chemical compound [Fe] XEEYBQQBJWHFJM-UHFFFAOYSA-N 0.000 description 34
- 229910052742 iron Inorganic materials 0.000 description 17
- 238000010276 construction Methods 0.000 description 12
- 238000011161 development Methods 0.000 description 6
- 229920003048 styrene butadiene rubber Polymers 0.000 description 4
- 239000002174 Styrene-butadiene Substances 0.000 description 3
- 238000005452 bending Methods 0.000 description 3
- 238000004364 calculation method Methods 0.000 description 3
- 238000013461 design Methods 0.000 description 3
- 238000009434 installation Methods 0.000 description 3
- 230000008602 contraction Effects 0.000 description 2
- 238000000034 method Methods 0.000 description 2
- 239000010865 sewage Substances 0.000 description 2
- 125000000391 vinyl group Chemical group [H]C([*])=C([H])[H] 0.000 description 2
- 229920002554 vinyl polymer Polymers 0.000 description 2
- 229920002978 Vinylon Polymers 0.000 description 1
- 238000004873 anchoring Methods 0.000 description 1
- 239000000470 constituent Substances 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 230000003628 erosive effect Effects 0.000 description 1
- 239000004744 fabric Substances 0.000 description 1
- 239000000945 filler Substances 0.000 description 1
- -1 for example Polymers 0.000 description 1
- 238000007689 inspection Methods 0.000 description 1
- 238000012423 maintenance Methods 0.000 description 1
- 238000004519 manufacturing process Methods 0.000 description 1
- 230000003014 reinforcing effect Effects 0.000 description 1
- 229910001220 stainless steel Inorganic materials 0.000 description 1
- 239000010935 stainless steel Substances 0.000 description 1
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.
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.
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.
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.
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.
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)
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.
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.
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)
| 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)
| 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)
| 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 |
-
1990
- 1990-08-29 JP JP2227402A patent/JPH0826581B2/en not_active Expired - Fee Related
Cited By (1)
| 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 |
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