JPH09256451A - Water permeable gutter block, water permeable gutter with earth retaining wall and construction method therefor - Google Patents

Water permeable gutter block, water permeable gutter with earth retaining wall and construction method therefor

Info

Publication number
JPH09256451A
JPH09256451A JP9302496A JP9302496A JPH09256451A JP H09256451 A JPH09256451 A JP H09256451A JP 9302496 A JP9302496 A JP 9302496A JP 9302496 A JP9302496 A JP 9302496A JP H09256451 A JPH09256451 A JP H09256451A
Authority
JP
Japan
Prior art keywords
gutter
earth retaining
water
permeable
soil
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
Application number
JP9302496A
Other languages
Japanese (ja)
Inventor
Akinori Kawamichi
明徳 川路
Takaaki Saito
高明 斉藤
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.)
TOKUKON KK
Original Assignee
TOKUKON 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 TOKUKON KK filed Critical TOKUKON KK
Priority to JP9302496A priority Critical patent/JPH09256451A/en
Publication of JPH09256451A publication Critical patent/JPH09256451A/en
Pending legal-status Critical Current

Links

Landscapes

  • Retaining Walls (AREA)
  • Sewage (AREA)

Abstract

PROBLEM TO BE SOLVED: To protect environment by allowing the construction of a water permeable gutter adjacent to an earth retaining wall, and expanding the construction range of the gutter even in the case of a topographic condition involving a step. SOLUTION: An earth retaining part 3, a beam part 4 and a side wall part 5 are integrated with one another, and a plurality of the beams 4 are projected from a position near the lower end of the earth retaining part 3 formed like an L-shape out of an earth retaining plate part 6 and a bottom plate part 7. Also, the side wall part 5 having a profile lower than the earth retaining plate part 6 is made to stand from the end of each beam part 4, and space between each beam part 4 is formed as an open part. As a result, environment can be protected, using even a gutter adjacent to a retaining wall as a water permeable gutter 1.

Description

【発明の詳細な説明】Detailed Description of the Invention

【0001】[0001]

【発明の属する技術分野】本発明は、土留擁壁ブロック
と透水側溝ブロックを兼用する土留付き透水側溝ブロッ
ク、並びに、このブロックを用いた土留付き透水側溝、
及び、土留付き透水側溝の施工法に関するものである。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a permeation side gutter block with a clasp which serves as both a cleat retaining wall block and a permeation gutter block, and a permeation gutter with a clasp using this block,
Also, it relates to a method of constructing a permeable gutter with soil retention.

【0002】[0002]

【従来の技術】近年、地下水位の低下を防止し、また、
水路内を自然環境に近づけて動植物が生息できるように
して環境保護を図る目的で透水側溝が推奨されている。
しかし、このような透水側溝を土留擁壁に隣接して設け
ることは従来行われていない。これは側溝から浸透した
水により地盤が軟弱化し土留擁壁の地耐力に悪影響を与
えるとの先入観からであると思われる。
2. Description of the Related Art In recent years, it has been possible to prevent a decline in groundwater level and
Permeable gutters are recommended for the purpose of protecting the environment by allowing animals and plants to live close to the natural environment in the waterways.
However, conventionally, such a water-permeable side groove has not been provided adjacent to the earth retaining wall. This seems to be based on the preconception that the ground will be weakened by the water that has permeated from the gutter, which will adversely affect the soil bearing capacity of the retaining wall.

【0003】例えば、実開昭57−147380号公報
には土留擁壁と側溝とを兼用するブロックが示されてい
るが、この側溝は通常の側溝であり、透水側溝ではな
い。
For example, Japanese Utility Model Laid-Open No. 147380/57 discloses a block which also serves as a soil retaining wall and a gutter, but this gutter is a normal gutter and not a water permeable gutter.

【0004】[0004]

【発明が解決しようとする課題】本発明は、擁壁に隣接
する側溝も透水側溝とし、段差のある地形的条件にも透
水側溝の施工範囲を広げることで環境保護を図ることを
目的とするものである。
SUMMARY OF THE INVENTION It is an object of the present invention to protect the environment by expanding the construction range of the water-permeable gutter even in a topographical condition where there is a step, so that the gutter adjacent to the retaining wall is also a water-permeable gutter. It is a thing.

【0005】[0005]

【課題を解決するための手段】本発明は、土留部、梁部
及び側壁部を一体成形してなり、土留板部と底板部でL
字状に形成された土留部の土留板部下端付近から外方に
複数の梁部を突出し、その先端に土留板部よりも背の低
い側壁部を起立させ、梁部と梁部の間を開口部としたこ
とを特徴とする土留付き透水側溝ブロックである。
According to the present invention, an earth retaining portion, a beam portion and a side wall portion are integrally formed, and the earth retaining plate portion and the bottom plate portion are L-shaped.
A plurality of beams are projected outward from the bottom of the soil retaining plate of the letter retaining part, and the side wall that is shorter than the soil retaining plate is erected at the tip of the beam. It is a water-permeable side gutter block with soil retention, which is characterized by having an opening.

【0006】また、上記土留付き透水側溝ブロックを用
いた土留付き透水側溝、すなわち、土留部、梁部及び側
壁部を一体成形してなり、土留板部と底板部でL字状に
形成された土留部の土留板部下端付近から外方に複数の
梁部を突出し、その先端に土留板部よりも背の低い側壁
部を起立させ、梁部と梁部の間の開口部に砕石などの透
水材を充填し、土留板部と側壁部の間を透水側溝とした
ことを特徴とする土留付き透水側溝である。
Further, the water-permeable side gutter with soil retention, which is the above-mentioned water-permeable side gutter block with soil retention, that is, the earth retaining portion, the beam portion and the side wall portion are integrally molded, and the earth retaining plate portion and the bottom plate portion are formed in an L shape. A plurality of beams are projected outward from the bottom of the soil retaining plate of the soil retaining part, a side wall that is shorter than the soil retaining plate is erected at the tip of the beam, and crushed stones, etc. are placed in the opening between the beam and the beam. A water-permeable side groove with soil retention, characterized in that a water-permeable material is filled and a space between the soil retaining plate and the side wall is formed as a water-permeable side groove.

【0007】さらに、上記土留付き透水側溝ブロックを
用いた土留付き透水側溝の施工法、すなわち、施工部分
に地業を施す工程と、地業の上に土留部、梁部及び側壁
部を一体成形してなり、土留板部と底板部でL字状に形
成された土留部の土留板部下端付近から外方に複数の梁
部を突出し、その先端に土留板部よりも背の低い側壁部
を起立させ、梁部と梁部の間を開口部とした土留付き透
水側溝ブロックを設置する工程と、開口部に砕石などの
透水材を充填する工程と、土留付き透水側溝ブロック周
囲を埋め戻す工程とを含むことを特徴とする土留付き透
水側溝の施工法である。
Furthermore, a method of constructing a permeable gutter with soil retention using the above-mentioned permeable gutter block with soil retention, that is, a step of applying earthwork to the construction part, and integrally forming an earth retention part, a beam part and a side wall part on the earthwork. A plurality of beams are projected outward from the vicinity of the lower end of the earth retaining plate portion of the earth retaining plate formed in the L shape by the earth retaining plate portion and the bottom plate portion, and the side wall portion which is shorter than the earth retaining plate portion at the tip thereof. And installing a permeable gutter block with soil retention with openings between the beams, filling the opening with a permeable material such as crushed stone, and backfilling the area around the permeable gutter block with soil retention. It is a method of constructing a permeate gutter with soil retention, characterized by including a step.

【0008】本発明は、前記の構成のブロックをあらか
じめ施工した地業の上に連続して設置していくことで容
易に土留付き透水側溝を構築することができる。このブ
ロックは、土留板部に底板部と梁部とが一体になってい
るので、土留擁壁に作用する背面の土圧から生じる転倒
モーメント及び滑動力に対して、底板部、梁部とその先
端の側壁部とが有効に抵抗し、透水側溝から水が地中に
浸透しても、土留擁壁は安定した状態を保つことができ
る。
According to the present invention, the water-permeable side gutter with soil retention can be easily constructed by successively installing the blocks having the above construction on the prefabricated groundwork. In this block, since the bottom plate and the beam are integrated with the soil retaining plate, the bottom plate, the beam, and the sliding portion against the overturning moment and sliding force generated from the earth pressure on the back surface acting on the soil retaining wall. Even if water penetrates into the ground through the water-permeable side groove, the soil retaining wall can maintain a stable state even if the tip side wall portion effectively resists.

【0009】開口部に砕石などの透水材を充填するの
で、この部分から側溝内の水が地中に浸透する。透水材
の表面には微生物が生息し、その微生物が汚濁物質を分
解するので、側溝内の水が浄化され、さらに昆虫や魚類
の生息も可能となる。側溝内の水が少ないときには透水
材の隙間に植物が根を伸ばし、これら植物によっても水
質が浄化され、環境が保全されることとなる。
Since the opening is filled with a water-permeable material such as crushed stone, water in the gutter penetrates into the ground from this portion. Microorganisms live on the surface of the water permeable material, and the microorganisms decompose pollutants, so that the water in the gutter is purified, and insects and fish can also inhabit. When the water in the gutter is low, the roots of the plants extend into the gaps between the permeable materials, and these plants also purify the water quality and preserve the environment.

【発明の実施の形態】BEST MODE FOR CARRYING OUT THE INVENTION

【0010】以下、実施例を表した図面を参照しつつ本
発明を詳細に説明する。図1は実施例の土留付き透水側
溝1の断面図、図2は実施例の土留付透水側溝ブロック
2の上面図である。
The present invention will be described in detail below with reference to the drawings showing the embodiments. FIG. 1 is a cross-sectional view of a water permeable side gutter 1 with soil retention of the embodiment, and FIG. 2 is a top view of a water permeable side gutter block 2 with soil retention of the embodiment.

【0011】土留付透水側溝ブロック2は、コンクリー
トにより土留部3、梁部4及び側壁部5を一体成形して
なる。土留部3は土留板部6と底板部7でL字状に形成
されており、土留板部6の下端からは外方に3本の梁部
4が突出し、その先端に土留板部6よりも背の低い側壁
部5が起立している。3本の梁部4の間は2カ所の開口
部11となっている。図中符号9及び10は切欠部で、
コンクリート材料を節約し、かつブロック重量を軽減す
るためのものである。
The water retaining gutter block 2 with earth retaining member is formed by integrally forming the earth retaining member 3, the beam portion 4 and the side wall portion 5 with concrete. The soil retaining portion 3 is formed in an L shape by the soil retaining plate portion 6 and the bottom plate portion 7. Three beam portions 4 project outward from the lower end of the soil retaining plate portion 6, and the tip of the soil retaining plate portion 6 Also, the short side wall portion 5 stands up. There are two openings 11 between the three beam portions 4. Reference numerals 9 and 10 in the drawing are notches,
The purpose is to save concrete material and reduce the block weight.

【0012】次に、土留付き透水側溝ブロック1の施工
方法を説明する。まず、土留付き透水側溝ブロックを設
置する場所に掘削、整地、割栗地業、捨てコンクリート
地業など適切な地業を行う。ただし、開口部11の部分
には透水性の地業を行うことが必要である。次にこの地
業の上に土留付き透水側溝ブロック2を設置し、さらに
このブロック多数を連結して設置していく。各ブロック
どうしは適当な連結装置を用いて連結する。また、ブロ
ックとブロックの間には、必要に応じてシール材を設け
ることができる。ブロックを設置した後、開口部11に
透水材8として砕石、砂利、砂等を充填する。なお、透
水材を多く充填して梁部4を完全に覆ってしまってもか
まわない。ブロックを設置した後に土留板部6と側溝部
5の両側を埋め戻す。この埋め戻しの工程は、透水材を
充填する工程よりも前でも後でもよい。
Next, a method of constructing the water permeable gutter block 1 with soil retention will be described. First of all, perform appropriate land works such as excavation, leveling, split ground work, and waste concrete ground work at the location where the permeable gutter block with soil retaining is installed. However, it is necessary to perform water-permeable groundwork in the portion of the opening 11. Next, the permeable gutter block 2 with earth retention is installed on this earthwork, and a large number of these blocks are connected and installed. The blocks are connected to each other using a suitable connecting device. In addition, a sealing material can be provided between the blocks as needed. After installing the block, the opening 11 is filled with crushed stone, gravel, sand or the like as the water permeable material 8. The beam portion 4 may be completely covered by being filled with a large amount of water-permeable material. After installing the blocks, both sides of the retaining plate portion 6 and the gutter portion 5 are backfilled. This backfilling step may be performed before or after the step of filling the water-permeable material.

【0013】土留付き透水側溝1には、図1に示すよう
に、土留板部6の背面の土圧により、転倒モーメント
(矢印A)及び滑動力(矢印B)が作用する。転倒モー
メントに対しては、底板部7の上の土砂の重量及び梁部
4と側壁部5の下の受働土圧が抵抗する。滑動力に対し
ては、底板部7、梁部4、側壁部5の地業に対する摩擦
力、及び、側板部5の背面の受働土圧が抵抗する。そし
て、土留付き透水側溝1は安定した状態を保つことがで
きる。
As shown in FIG. 1, an overturning moment (arrow A) and a sliding force (arrow B) act on the water retaining gutter 1 with earth retention by the earth pressure on the back surface of the earth retaining plate portion 6. The weight of earth and sand above the bottom plate portion 7 and the passive earth pressure below the beam portion 4 and the side wall portion 5 resist the falling moment. The sliding force is resisted by the frictional force of the bottom plate portion 7, the beam portion 4, and the side wall portion 5 against the earthwork, and the passive earth pressure on the back surface of the side plate portion 5. And the water permeable gutter 1 with soil retention can maintain a stable state.

【0014】[0014]

【発明の効果】本発明により、擁壁に隣接する側溝も透
水側溝とすることができ、段差のある地形的条件にも透
水側溝の施工範囲を広げ環境保護を実現する。本発明に
おいては、土留付き透水側溝ブロックをあらかじめ施工
した地業の上に連続して設置していくことで容易に土留
付き透水側溝を構築することができる。このブロック
は、土留板部に底板部と梁部とが一体になっているの
で、土留擁壁に作用する背面の土圧から生じる転倒モー
メント及び滑動力に対して、底板部、梁部とその先端の
側壁部が有効に抵抗し、透水側溝から水が地中に浸透し
ても、土留擁壁は安定した状態を保つことができる。開
口部に透水材を充填するので、この部分から側溝内の水
が地中に浸透する。透水材の表面には微生物が生息し、
その微生物が汚濁物質を分解するので、側溝内の水が浄
化され、さらに昆虫や魚類の生息も可能となる。側溝内
の水が少ないときには透水材の隙間に植物が根を伸ば
し、これら植物によっても水質が浄化され、環境が保全
されることとなる。
According to the present invention, the gutter adjacent to the retaining wall can be made a water permeable gutter, and the construction range of the water permeable gutter can be widened to realize environmental protection even in a topographical condition with a step. In the present invention, the water-permeable side-ditch with soil retention can be easily constructed by continuously installing the water-permeable side-ditch block with soil retention on the previously constructed earthwork. In this block, since the bottom plate and the beam are integrated with the soil retaining plate, the bottom plate, the beam, and the sliding portion against the overturning moment and sliding force generated from the earth pressure on the back surface acting on the soil retaining wall. Even if water penetrates into the ground through the water-permeable gutter, the side wall of the tip effectively keeps the soil retaining wall in a stable state. Since the opening is filled with the water-permeable material, the water in the gutter penetrates into the ground from this portion. Microbes inhabit the surface of the permeable material,
Since the microorganisms decompose pollutants, the water in the gutter is purified, and insects and fish can also inhabit. When the amount of water in the gutter is low, the roots of the plants extend into the gaps between the permeable materials, and these plants also purify the water quality and preserve the environment.

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

【図1】実施例の土留付き透水側溝1の断面図である。FIG. 1 is a cross-sectional view of a water permeable gutter 1 with soil retention of an example.

【図2】実施例の土留付透水側溝ブロック2の上面図で
ある。
FIG. 2 is a top view of a water permeable side gutter block 2 with soil retention according to an embodiment.

【符号の説明】[Explanation of symbols]

1 土留付き透水側溝 2 土留付き透水側溝ブロック 3 土留部 4 梁部 5 側壁部 6 土留板部 7 底板部 8 透水材 9 切欠部 10 切欠部 11 開口部 1 Permeable gutter with soil retention 2 Permeable gutter with soil retention block 3 Soil retaining part 4 Beam part 5 Side wall part 6 Soil retaining plate part 7 Bottom plate part 8 Water permeable material 9 Cutout part 10 Cutout part 11 Opening part

Claims (3)

【特許請求の範囲】[Claims] 【請求項1】 土留部3、梁部4及び側壁部5を一体成
形してなり、土留板部6と底板部7でL字状に形成され
た土留部3の土留板部6下端付近から外方に複数の梁部
4を突出し、その先端に土留板部6よりも背の低い側壁
部5を起立させ、梁部4と梁部4との間を開口部11と
したことを特徴とする土留付き透水側溝ブロック2
1. The earth retaining portion 3, the beam portion 4 and the side wall portion 5 are integrally formed, and the earth retaining plate portion 6 and the bottom plate portion 7 are formed in an L-shape from the vicinity of the lower end of the earth retaining plate portion 6. A plurality of beam portions 4 are projected outward, a side wall portion 5 which is shorter than the soil retaining plate portion 6 is erected at the tip thereof, and an opening 11 is provided between the beam portions 4 and 4. Permeable gutter block 2 with soil retaining
【請求項2】 土留部3、梁部4及び側壁部5を一体成
形してなり、土留板部6と底板部7でL字状に形成され
た土留部3の土留板部6下端付近から外方に複数の梁部
4を突出し、その先端に土留板部6よりも背の低い側壁
部5を起立させ、梁部4と梁部4との間の開口部11に
砕石などの透水材8を充填し、土留板部6と側壁部5の
間を透水側溝としたことを特徴とする土留付き透水側溝
2. The earth retaining portion 3, the beam portion 4 and the side wall portion 5 are integrally formed, and the earth retaining plate portion 6 and the bottom plate portion 7 are formed in an L-shape from the vicinity of the lower end of the earth retaining plate portion 6 of the earth retaining portion 3. A plurality of beam portions 4 are projected outward, a side wall portion 5 which is shorter than the earth retaining plate portion 6 is erected at the tip thereof, and a water-permeable material such as crushed stone is provided in an opening 11 between the beam portions 4 and 4. 8 is filled with water, and a space between the earth retaining plate 6 and the side wall 5 is formed as a water permeable side groove.
【請求項3】 施工部分に地業を施す工程と、地業の上
に土留部3、梁部4及び側壁部5を一体成形してなり、
土留板部6と底板部7でL字状に形成された土留部3の
土留板部6下端付近から外方に複数の梁部4を突出し、
その先端に土留板部6よりも背の低い側壁部5を起立さ
せ、梁部4と梁部4との間を開口部11とした土留付き
透水側溝ブロック2を設置する工程と、開口部11に砕
石などの透水材8を充填する工程と、土留付き透水側溝
ブロック2周囲を埋め戻す工程とを含むことを特徴とす
る土留付き透水側溝の施工法
3. A step of applying earthwork to a construction portion, and an earth retaining portion 3, a beam portion 4 and a side wall portion 5 are integrally formed on the earthwork,
A plurality of beam portions 4 are projected outward from the vicinity of the lower end of the soil retaining plate portion 6 of the soil retaining portion 3 formed in an L shape by the soil retaining plate portion 6 and the bottom plate portion 7,
A step of erecting a side wall portion 5 which is shorter than the soil retaining plate portion 6 at its tip, and installing a water retaining gutter block 2 with an earth retaining portion having an opening 11 between the beam portions 4 and the opening portion 11. A method for constructing a permeable gutter with soil retention, characterized by including a step of filling a permeable material 8 such as crushed stone into the
JP9302496A 1996-03-25 1996-03-25 Water permeable gutter block, water permeable gutter with earth retaining wall and construction method therefor Pending JPH09256451A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP9302496A JPH09256451A (en) 1996-03-25 1996-03-25 Water permeable gutter block, water permeable gutter with earth retaining wall and construction method therefor

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP9302496A JPH09256451A (en) 1996-03-25 1996-03-25 Water permeable gutter block, water permeable gutter with earth retaining wall and construction method therefor

Publications (1)

Publication Number Publication Date
JPH09256451A true JPH09256451A (en) 1997-09-30

Family

ID=14070928

Family Applications (1)

Application Number Title Priority Date Filing Date
JP9302496A Pending JPH09256451A (en) 1996-03-25 1996-03-25 Water permeable gutter block, water permeable gutter with earth retaining wall and construction method therefor

Country Status (1)

Country Link
JP (1) JPH09256451A (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2001065040A (en) * 1999-08-30 2001-03-13 Goto Saiseki Hanbai Kk Construction material for permeable water channel
CN107842095A (en) * 2017-11-28 2018-03-27 佛山科学技术学院 A kind of gutter rubbish interception structure of municipal works

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2001065040A (en) * 1999-08-30 2001-03-13 Goto Saiseki Hanbai Kk Construction material for permeable water channel
CN107842095A (en) * 2017-11-28 2018-03-27 佛山科学技术学院 A kind of gutter rubbish interception structure of municipal works

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