JPS62174414A - Cement plate having water-permeable function - Google Patents
Cement plate having water-permeable functionInfo
- Publication number
- JPS62174414A JPS62174414A JP17401985A JP17401985A JPS62174414A JP S62174414 A JPS62174414 A JP S62174414A JP 17401985 A JP17401985 A JP 17401985A JP 17401985 A JP17401985 A JP 17401985A JP S62174414 A JPS62174414 A JP S62174414A
- Authority
- JP
- Japan
- Prior art keywords
- water
- permeable
- plate
- ribs
- cement board
- 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
- 239000004568 cement Substances 0.000 title claims abstract description 22
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims description 25
- 239000000463 material Substances 0.000 claims description 21
- 238000010521 absorption reaction Methods 0.000 claims description 9
- 230000035699 permeability Effects 0.000 claims description 4
- 239000000919 ceramic Substances 0.000 claims 1
- 238000010276 construction Methods 0.000 abstract description 6
- 238000000034 method Methods 0.000 abstract description 4
- 238000001125 extrusion Methods 0.000 description 5
- 239000004576 sand Substances 0.000 description 4
- 235000013162 Cocos nucifera Nutrition 0.000 description 2
- 244000060011 Cocos nucifera Species 0.000 description 2
- 238000004026 adhesive bonding Methods 0.000 description 2
- 230000015572 biosynthetic process Effects 0.000 description 2
- 230000000694 effects Effects 0.000 description 2
- 238000005516 engineering process Methods 0.000 description 2
- 238000009415 formwork Methods 0.000 description 2
- 239000004745 nonwoven fabric Substances 0.000 description 2
- 230000000149 penetrating effect Effects 0.000 description 2
- 230000009467 reduction Effects 0.000 description 2
- 241001070941 Castanea Species 0.000 description 1
- 235000014036 Castanea Nutrition 0.000 description 1
- 229910000831 Steel Inorganic materials 0.000 description 1
- 239000010425 asbestos Substances 0.000 description 1
- 230000008901 benefit Effects 0.000 description 1
- 230000007423 decrease Effects 0.000 description 1
- 239000000835 fiber Substances 0.000 description 1
- 239000002657 fibrous material Substances 0.000 description 1
- 239000008187 granular material Substances 0.000 description 1
- 238000009413 insulation Methods 0.000 description 1
- 239000003562 lightweight material Substances 0.000 description 1
- 238000004519 manufacturing process Methods 0.000 description 1
- 239000004570 mortar (masonry) Substances 0.000 description 1
- 238000000465 moulding Methods 0.000 description 1
- 230000008569 process Effects 0.000 description 1
- 230000003014 reinforcing effect Effects 0.000 description 1
- 229910052895 riebeckite Inorganic materials 0.000 description 1
- 239000011435 rock Substances 0.000 description 1
- 239000010959 steel Substances 0.000 description 1
- 239000004575 stone Substances 0.000 description 1
- 239000000758 substrate Substances 0.000 description 1
Abstract
Description
【発明の詳細な説明】
〔産業上の利用分野〕
この発明は土木建築に用いる透水機能を有するセメント
板体にかかわる。[Detailed Description of the Invention] [Industrial Application Field] The present invention relates to a cement board having a water permeability function used in civil engineering and construction.
従来コンクリート擁壁を構築する場合、その背面水圧を
低下させるために擁壁の裏面に栗石・砂・吸水パイプ・
透水マットなどの透水材料を設置してきた。又、それら
の透水材料が土圧により圧縮されてしまわないように、
透水材料を設置する部分のコンクリートに溝条の凹部を
形成してきた。コンクリート二次製品の場合にも裏面に
凹部を設け、これに透水材料を付設する方法が用いられ
てきた。When constructing a conventional concrete retaining wall, the back side of the retaining wall is covered with chestnut stone, sand, water absorption pipes, etc. to reduce the water pressure on the back side.
We have installed water-permeable materials such as water-permeable mats. Also, to prevent those permeable materials from being compressed by earth pressure,
Grooves have been formed in the concrete where the permeable material will be installed. In the case of secondary concrete products as well, a method has been used in which a recess is provided on the back surface and a water-permeable material is attached to the recess.
〔発明が解決しようとした、問題点
〕しかし、これらの従来技術によるものは、現場打設の
コンクリート擁壁であったり、重量式二次製品であった
りで人力で作業できるような軽量な材料ではなかった。[Problem that the invention sought to solve] However, these conventional technologies are not suitable for construction of concrete retaining walls cast on site or heavy secondary products, which are lightweight materials that can be worked by hand. It wasn't.
又、透水材料を設置する凹部の形成方法は型枠に凸部を
設け、その部分を凹ます方法に依って形成するので、型
枠脱型の必要から逆テーパーのものは形成出来ず、透水
部としては不充分であった。透水材料を設置するにも糊
付け、テープはり等の手段が必要であった。又、連続す
る凹部を設けるとその深さ分だけコンクリート強度が低
下するため、全体を分厚な構造としなければならず嫌わ
れている。In addition, the method of forming the concave part in which the water-permeable material is installed is to create a convex part on the formwork and recess that part, so it is not possible to form a reverse taper because of the need to remove the formwork. As a department, it was insufficient. Gluing, tape, and other means were necessary to install the water-permeable material. Furthermore, if continuous recesses are provided, the strength of the concrete decreases by the depth, which requires a thick structure as a whole, which is disliked.
この発明はこのような従来の擁壁材料の欠点を解決し、
軽量で人力で施工出来、又、充分の透水機能を有し、透
水材料が簡単に付設でき、強度低下の問題のないセメン
ト板体を提供することを目的としている。This invention solves the drawbacks of such conventional retaining wall materials,
The object of the present invention is to provide a cement board that is lightweight, can be constructed by hand, has sufficient water permeability, can be easily attached with water permeable material, and does not have the problem of strength reduction.
この目的のために、この発明では繊維補強をした押出し
成形セメント板を基材とし、押出し成形の過程で透水部
を形成することをその骨子としている。For this purpose, the main feature of the present invention is to use a fiber-reinforced extruded cement board as a base material, and to form a water-permeable portion during the extrusion process.
押出し成形によるセメントは低スランプのモルタルを高
圧で押し出して成形するものであり、石綿のような繊維
状物で補強し、高温オートクレーブ養生を行うので、圧
縮・引張などの強度にすぐれ、実写1〜3c+n程度の
極めて薄い板体でも充分の強度を示す。又、押出し成形
であるから、その二次断面はかなり自由に設計でき、中
空部、奥広の溝などが成形可能である。Extrusion-molded cement is formed by extruding low-slump mortar under high pressure, and is reinforced with fibrous material such as asbestos and cured in a high-temperature autoclave, so it has excellent compressive and tensile strength, and has excellent compressive and tensile strength. Even an extremely thin plate of approximately 3c+n exhibits sufficient strength. Furthermore, since it is extrusion molded, its secondary cross section can be designed quite freely, and hollow parts, deep and wide grooves, etc. can be molded.
この発明はこのような押出し成形セメントの特性を生か
し、薄い板体を用い、互いに平行な複数本のリブを用い
て板体の強度を補強し、その補強用のリブとリブの間に
透水部を形成するものである。This invention takes advantage of the characteristics of extruded cement, uses a thin plate, uses multiple ribs parallel to each other to reinforce the strength of the plate, and creates water-permeable areas between the reinforcing ribs. It forms the
中空板体を基材にする場合には、二次加工でもって片側
の表面板から中空孔に貫通する吸水孔を付設し、中空孔
を透水部として用いる。When a hollow plate is used as a base material, a water absorption hole penetrating from one side of the surface plate to the hollow hole is added by secondary processing, and the hollow hole is used as a water permeable part.
一枚の表面板からなる板体を基材にする場合には、リブ
を外面側を太くし、リブとリブの間に奥の方が広まった
溝を形成し、この溝を透水部とし、リブとリブの間の細
い隙間を吸水孔とした、ものである。When using a plate consisting of a single surface plate as a base material, the ribs are made thicker on the outer surface side, and a groove is formed between the ribs that is wider at the back, and this groove is used as a water permeable part. The thin gaps between the ribs serve as water absorption holes.
このように設けられた透水部は、空洞のまま残してもよ
いし透水性の良い材料を装填し土砂などによる目詰りを
防ぐこともできる。装填するものとしては、例えば、透
水性シートからなる細長い袋に砂などの粒体を詰めたも
の・表面が細かい目のプラスチック吸水パイプ・ヤシ殻
繊維を立体的に絡ませたロック材・肉厚の不織布など一
般に透水材として使用しているものを用いることが出来
る。The water-permeable portion provided in this manner may be left as a cavity, or may be filled with a material with good water-permeability to prevent clogging with earth and sand. Items to be loaded include, for example, a long and narrow bag made of a water-permeable sheet filled with granules such as sand, a plastic water absorption pipe with a fine surface, a rock material made of coconut shell fibers intertwined in three dimensions, a thick walled bag, etc. Materials commonly used as water-permeable materials, such as nonwoven fabric, can be used.
又、内部に透水材料を装填する代わりに、吸水孔外側に
不織布などを付設して土砂などの流入を防いでもよい。Furthermore, instead of filling the inside with a water-permeable material, a nonwoven fabric or the like may be attached to the outside of the water absorption hole to prevent the inflow of earth and sand.
透水材料の充填との併用を否定するものではない。This does not negate the use of water-permeable materials in combination.
透水部に入った水を排出するために、板体の表面の下方
に透水部に通ずる小さな排水孔を設けておけば更に好都
合である。排水孔には塩ビパイプなどを差し込んで突出
させておいてもよい。In order to drain the water that has entered the water permeable part, it is further advantageous if a small drainage hole is provided below the surface of the plate, leading to the water permeable part. You may also insert a PVC pipe or the like into the drainage hole to make it protrude.
押出し成形であるので側縁を相研りに丈ることも可能で
あるし、長尺物の生産も容易である。Since it is extruded, the side edges can be polished to match the length, and long products can be easily produced.
更に、板体の表面には押出し時にリブ模様を施しておい
たり、二次加工によるエンボス模様を施したり、施釉し
たりして予め装飾をしておいてもよい。Furthermore, the surface of the plate may be decorated in advance by applying a rib pattern during extrusion, applying an embossed pattern by secondary processing, or applying glaze.
尚、この発明の板体を生産するには押出し成形が最も適
しているが、スパンクリートの製造方法によっても形成
でき、特に大判の製品を成形するに適している。Although extrusion molding is most suitable for producing the plate of this invention, it can also be formed by a spuncrete manufacturing method, and is particularly suitable for molding large-sized products.
この発明は上記のように構成しているので、板体は軽量
であり、人力で施工することが充分可能である。Since the present invention is constructed as described above, the plate body is lightweight and can be constructed by hand.
セメント自体に強度があるし、リブを生かした断面構造
により強度が出せるので、このようなセメント板は盛土
擁壁などに用いることができる。セメント板自体の裏面
に透水部が設けられているので、擁壁に用いた場合背面
水圧を低下させることができ好都合である。Cement itself has strength, and the cross-sectional structure that makes use of ribs provides strength, so this type of cement board can be used for embankment retaining walls, etc. Since a water-permeable part is provided on the back side of the cement board itself, it is advantageous when used for a retaining wall because the water pressure on the back side can be reduced.
又、押出し成形で根本が細く外側の広い、所謂逆テーパ
ーのリブが形成できるので、透水材料をセットする場合
、従来のように釘付け、糊付け、テープ貼り付けの必要
はなく、ワンタッチでセット出来、施工性が極めて良い
。又、透水材料は透水部の中に保護され、直接土圧がか
からないので、透水性能の低下がない。In addition, extrusion molding allows the formation of ribs with a so-called reverse taper, which is narrow at the base and wide at the outside, so when setting water-permeable materials, there is no need for nailing, gluing, or pasting tape as in the past, and it can be set with one touch. Workability is extremely good. In addition, the permeable material is protected within the permeable part and is not directly subjected to earth pressure, so there is no drop in permeability.
更に、機能の異なるリブを付設しておくことにより一部
のリブは透水部の形成に、他のリブは板体の固定に用い
るなども可能である。Furthermore, by providing ribs with different functions, some of the ribs can be used to form a water-permeable part, and other ribs can be used to fix the plate.
〔実施例1〕
押出し成形したセメント板により、第1図に示すような
、片面に、高さが同じで互いに平行な数本のリブ1を本
体と一体に付設した板体2を形成する。板体の側縁には
互いに嵌合する凹凸溝3を付設する。リブの形状は図に
示すように、外面が広いもので、リブとリブの間には奥
の広い長方形の溝4が構成されている。溝にはそれぞれ
目の細かいプラスチックネット5を折り曲げたものを全
長にセットして透水部を構成する。適宜の個所にはネッ
トの外側に次に示すような連結具6を付設する。[Example 1] A plate body 2 as shown in FIG. 1 is formed from an extruded cement plate, with several ribs 1 having the same height and parallel to each other integrally attached to the main body on one side. Concave and convex grooves 3 that fit into each other are attached to the side edges of the plate. As shown in the figure, the ribs have a wide outer surface, and a deep rectangular groove 4 is formed between the ribs. In each groove, a bent plastic net 5 with a fine mesh is set over the entire length to constitute a water permeable part. Connectors 6 as shown below are attached to the outside of the net at appropriate locations.
第2図に示すのが連結具6であり、溝3の内側に合致す
る鉄板からなる係止板7の中央に外側に突出し、連結孔
8の付設された連結板9が付設されている。この連結具
は板体を施工する場合にタイロッドなどの引張材に板体
を連結して建て込む時に用いる。A connecting device 6 is shown in FIG. 2, in which a connecting plate 9, which projects outwardly and has a connecting hole 8, is attached to the center of a locking plate 7 made of a steel plate that fits inside the groove 3. This connector is used when constructing a board by connecting it to a tension member such as a tie rod.
板体のサイズは、通常長さが1〜5m、巾が0.3〜1
m、厚さが基板が1〜3cm、リブの高さが5〜lQc
m、リブの巾が3〜10印程度である。The size of the board is usually 1 to 5 m in length and 0.3 to 1 m in width.
m, the thickness of the substrate is 1~3cm, the height of the rib is 5~1Qc
m, the width of the rib is about 3 to 10 marks.
リブの間隔は通常5〜3Qcmである。The spacing between the ribs is usually 5 to 3 Qcm.
〔実施例2〕
押出し成形したセメント板により、第3図に示すような
、平行な複数本の中空孔10を有する中空板体11を形
成し、その片面に中空孔に貫通する吸水孔12を多数設
ける。[Example 2] A hollow plate body 11 having a plurality of parallel hollow holes 10 as shown in FIG. 3 was formed using an extruded cement plate, and water absorption holes 12 penetrating the hollow holes were formed on one side of the hollow plate body 11 as shown in FIG. Provide many.
この中空板体11を擁壁として施工する場合には、第4
図に示すように、中空板体の裏面にヤシ殻の透水マット
13をはった上で盛土14を行う。When constructing this hollow plate body 11 as a retaining wall, the fourth
As shown in the figure, a water-permeable mat 13 made of coconut shell is placed on the back side of the hollow plate, and then embankment 14 is performed.
上記実施例以外に、この発明に用いる板体の断面構成の
二三の例を示す。In addition to the above embodiments, a few examples of cross-sectional configurations of the plate used in the present invention will be shown.
第5図は中空板体の内側に突出した中空リブ15が形成
され、中空リブの表面に吸水孔12が付設されている。In FIG. 5, a hollow rib 15 protruding from the inside of a hollow plate is formed, and water absorption holes 12 are provided on the surface of the hollow rib.
中空板体の強度がそのまま生かせるので強度が大であり
、中空構造で遮断性能に優れているので地下室などを建
造するときなどに用いるのに便利である。It has great strength because the strength of the hollow plate can be utilized as is, and the hollow structure has excellent insulation performance, making it convenient for use when constructing basements, etc.
第6図は略円形で外部に通ずる巾の狭いスリット16を
付設した円形溝17を有する板体の例である。透水用の
プラスチックパイプをそのまま溝の中に設置するのに好
都合である。FIG. 6 shows an example of a plate having a substantially circular groove 17 with a narrow slit 16 communicating with the outside. This is convenient for installing a plastic pipe for water permeation directly into the trench.
この発明は上記のように構成されているので、次のよう
な特長を存している。Since the present invention is configured as described above, it has the following features.
■ 人力で施工できる軽さで、強度が大きくそのままで
擁壁などの表面板に用いることが出来る。■ Light enough to be constructed by hand, yet strong enough to be used as is for surface plates such as retaining walls.
■ 板体の施工と同時に透水部が形成でき、擁壁に用い
た時に背面水圧を低下さすことが可能なので、施工コス
トが安い。■ The water-permeable part can be formed at the same time as the plate construction, and when used as a retaining wall, it is possible to reduce the back water pressure, so the construction cost is low.
■ 透水部は板体の強度をだすためのリブを利用したも
ので、わざわざ形成するものではないから経済的である
。■ The water-permeable part uses ribs to increase the strength of the plate, and is economical because it is not specially formed.
■ 板体の強度は表面板とリブで設計されているので、
透水部の形成により、従来のような強度低下の懸念がな
い。■ The strength of the plate is designed by the surface plate and ribs, so
Due to the formation of water-permeable parts, there is no concern about strength reduction as in the conventional case.
第1図・第5図並びに第6図はこの発明の板体の構成を
示す平面断面図、第2図は連結具の斜視図、第3図は板
体の斜視図、第4図は中空板体の施工状況を示す側面図
である。
1・・リブ、2・・板体、3・・凹凸溝、4・・溝、5
・・プラスチックネット、6・・連結具、7・・係止板
、8・・連結孔、9・・連結板、10・・中空孔、11
・・中空板体、12・・吸水孔、13・・透水マット、
14・・盛土、15・・中空リブ、16・・スリット、
17・・円形溝。Figures 1, 5, and 6 are plan sectional views showing the configuration of the plate body of the present invention, Figure 2 is a perspective view of the connector, Figure 3 is a perspective view of the plate body, and Figure 4 is a hollow view. FIG. 3 is a side view showing the construction status of the plate body. 1. Rib, 2. Plate, 3. Uneven groove, 4. Groove, 5
...Plastic net, 6.. Connecting tool, 7.. Locking plate, 8.. Connecting hole, 9.. Connecting plate, 10.. Hollow hole, 11
...Hollow plate body, 12..Water absorption hole, 13..Water permeable mat,
14... Embankment, 15... Hollow rib, 16... Slit,
17...Circular groove.
Claims (6)
表面板に一体に付設された互いに平行な複数本のリブで
構成された中空ないしリブ付き板体の、リブとリブの間
に透水部が設けられたことを特徴とした透水機能を有す
るセメント板体。(1) Water permeable between the ribs of a hollow or ribbed plate made of a ceramic product and consisting of at least one surface plate and a plurality of mutually parallel ribs integrally attached to the surface plate. A cement board having a water-permeable function characterized by being provided with a section.
、特許請求の範囲第(1)項記載の透水機能を有するセ
メント板体。(2) A cement board having a water-permeable function as set forth in claim (1), wherein the water-permeable portion is loaded with a water-permeable material.
とを特徴とした、特許請求の範囲第(1)項ないし第(
2)項記載の透水機能を有するセメント板体。(3) Claims (1) to (3) characterized in that a water-permeable sheet material is attached to the outer surface of the water-permeable part.
2) A cement board having a water-permeable function as described in item 2).
した、特許請求の範囲第(1)項ないし第(3)項記載
のするセメント板体。(4) A cement board according to claims (1) to (3), characterized in that the board is an extruded cement board.
に中空孔に貫通する吸水孔が付設されたことを特徴とし
た、特許請求の範囲第(1)項ないし第(4)項記載の
透水機能を有するセメント板体。(5) Claims (1) to (4) characterized in that the plate is a hollow plate, and at least one surface plate is provided with a water absorption hole that penetrates the hollow hole. A cement board having the water permeability function described above.
該リブとリブの間に奥広の溝からなる透水部が付設され
たことを特徴とした、特許請求の範囲第(1)項ないし
第(4)項記載の透水機能を有するセメント板体。(6) The plate has multiple ribs that widen on the outside,
A cement board having a water-permeable function according to claims (1) to (4), characterized in that a water-permeable portion consisting of a deep and wide groove is provided between the ribs.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP17401985A JPS62174414A (en) | 1985-08-09 | 1985-08-09 | Cement plate having water-permeable function |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP17401985A JPS62174414A (en) | 1985-08-09 | 1985-08-09 | Cement plate having water-permeable function |
Publications (1)
Publication Number | Publication Date |
---|---|
JPS62174414A true JPS62174414A (en) | 1987-07-31 |
Family
ID=15971216
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP17401985A Pending JPS62174414A (en) | 1985-08-09 | 1985-08-09 | Cement plate having water-permeable function |
Country Status (1)
Country | Link |
---|---|
JP (1) | JPS62174414A (en) |
Cited By (6)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPS6255640U (en) * | 1985-09-26 | 1987-04-07 | ||
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CN105887802A (en) * | 2016-06-06 | 2016-08-24 | 浙江工业大学 | Foundation pit support structure with screw holes and pyramid-shaped bottom |
CN105908756A (en) * | 2016-05-31 | 2016-08-31 | 浙江工业大学 | Variable-stiffness foundation pit supporting structure |
CN105908758A (en) * | 2016-06-06 | 2016-08-31 | 浙江工业大学 | Foundation pit supporting structure with bottom in pyramid shape |
Citations (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPS507684U (en) * | 1973-05-18 | 1975-01-27 |
-
1985
- 1985-08-09 JP JP17401985A patent/JPS62174414A/en active Pending
Patent Citations (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPS507684U (en) * | 1973-05-18 | 1975-01-27 |
Cited By (7)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPS6255640U (en) * | 1985-09-26 | 1987-04-07 | ||
JPH0352256Y2 (en) * | 1985-09-26 | 1991-11-12 | ||
CN105862879A (en) * | 2016-05-31 | 2016-08-17 | 浙江工业大学 | Rigidity-variable foundation pit supporting structure |
CN105887893A (en) * | 2016-05-31 | 2016-08-24 | 浙江工业大学 | Variable-rigidity foundation pit support structure |
CN105908756A (en) * | 2016-05-31 | 2016-08-31 | 浙江工业大学 | Variable-stiffness foundation pit supporting structure |
CN105887802A (en) * | 2016-06-06 | 2016-08-24 | 浙江工业大学 | Foundation pit support structure with screw holes and pyramid-shaped bottom |
CN105908758A (en) * | 2016-06-06 | 2016-08-31 | 浙江工业大学 | Foundation pit supporting structure with bottom in pyramid shape |
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