JPH0754344A - Slope protecting structure, slope protecting construction method and slop protecting member also serving for drainage - Google Patents

Slope protecting structure, slope protecting construction method and slop protecting member also serving for drainage

Info

Publication number
JPH0754344A
JPH0754344A JP20140593A JP20140593A JPH0754344A JP H0754344 A JPH0754344 A JP H0754344A JP 20140593 A JP20140593 A JP 20140593A JP 20140593 A JP20140593 A JP 20140593A JP H0754344 A JPH0754344 A JP H0754344A
Authority
JP
Japan
Prior art keywords
slope
drainage passage
slope protection
drainage
water
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
JP20140593A
Other languages
Japanese (ja)
Inventor
Hidetoshi Yamashita
英俊 山下
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.)
Hazama Corp
Original Assignee
Hazama Gumi Ltd
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 Hazama Gumi Ltd filed Critical Hazama Gumi Ltd
Priority to JP20140593A priority Critical patent/JPH0754344A/en
Publication of JPH0754344A publication Critical patent/JPH0754344A/en
Pending legal-status Critical Current

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  • Pit Excavations, Shoring, Fill Or Stabilisation Of Slopes (AREA)

Abstract

PURPOSE:To prevent the outflow of sediment on the surface of slope and the collapse of the face of slope by providing a porous body on a gutter member forming a ditch on a sheathing board, and disposing this porous body as a protecting member in the state of being communicated with the longitudinal drain passage on the face of slope. CONSTITUTION:A slope protecting member 1 serving for drainage is formed of an approximately rectangular steel plate 2 serving as a sheathing board, angle steel 3 serving as a pile provided at either end part of the steel plate 2, gutter members 6 forming ditches on the steel plate 2, sponge 4 as a porous body, and the like. This member 1 is vertically press-fitted onto the face of slope by a heavy machine and disposed in such a way as to be communicated with a longitudinal drain passage, provided on the filled face of slope, from obliquely above. At this time, the porous body provided on the sheathing board of the member 1 is made face above the face of slope. This porous body prevents the gutter on the sheathing board from being clogged with sediment. The porous body once absorbs surface water such as rainwater 1 flowing down on the face of slope from above, and spring water and seepage water to a slope surface layer part, and then leads the water to the longitudinal drain passage through the gutter on the sheathing board so as to drain the water to a lateral drain passage provided along the toe of slope and a banquette.

Description

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

【0001】[0001]

【産業上の利用分野】本発明は土工事における法面保護
構造、法面保護工法及び排水兼用法面保護部材に関す
る。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a slope protection structure in earthwork, a slope protection method, and a drainage slope protection member.

【0002】[0002]

【従来の技術】従来の盛土法面には法面保護を目的とし
て様々な保護工が設けられており、これらの保護工とし
ては、コンクリートブロック製あるいは鋼製の枠工、ま
たは矢板式の土留工等が知られている。
2. Description of the Related Art Conventional embankment slopes are provided with various protective works for the purpose of protecting the slopes. These protective works include concrete block or steel frame works, or sheet pile type earth retaining works. Engineering is known.

【0003】[0003]

【発明が解決しようとする課題】しかしながら、枠工は
盛土法面を整形した後、ほとんどの部分を作業員の人力
により施工しなければならないため、施工期間や施工費
のうえでの問題がある。また、盛土法面に圧縮等による
沈下が発生した場合には、枠に亀裂や破損が生じ、その
際の補修は大規模なものになるという問題点がある。さ
らに、矢板式の土留工は土留のみを目的としていること
が多いため、雨水等の表面水、湧水及び浸透水により法
表層の土砂流出や法面崩壊が発生しやすいという問題点
がある。
However, since the framing work has to be done by manpower of the workers after shaping the embankment slope, most of the work is problematic in terms of construction period and construction cost. . In addition, when subsidence due to compression or the like occurs on the embankment slope, there is a problem that the frame is cracked or damaged, and the repair at that time becomes large-scale. Further, since the sheet pile type earth retaining work is often intended only for earth retaining, there is a problem that surface water such as rainwater, spring water and seepage water are likely to cause sediment outflow and slope failure of the surface layer.

【0004】本発明はかかる従来の問題点に着目してな
されたもので、その目的は予め排水兼用法面保護部材を
用意しておき、作業員等の人力のみに依存すること無
く、重機にて施工可能であり、盛土法面に亀裂や破損が
生じた場合でも部分的に補修すればよく、さらに、雨水
等の表面水、湧水及び浸透水を排水することができる法
面保護構造、法面保護工法及び排水兼用法面保護部材を
提供することにある。
The present invention has been made by paying attention to such conventional problems, and the purpose thereof is to prepare a drainage and slope protection member in advance so that it can be applied to heavy machinery without depending on only human power of workers or the like. It is possible to construct it, and even if the embankment slope is cracked or damaged, it can be partially repaired. Furthermore, surface water such as rainwater, slope protection structure that can drain spring water and seepage water, An object is to provide a slope protection method and a slope protection member that also serves as drainage.

【0005】[0005]

【課題を解決するための手段】本発明は、上記課題を解
決するためになされたものであって、その要旨は、土工
事における盛土法面保護工に用いる法面保護部材であっ
て、堰板と、この堰板の所要箇所に固設した杭と、前記
堰板に溝を形成する樋材と、前記樋材上に多孔質体を介
して設けられた透水性被覆材とからなる排水兼用法面保
護部材にある。
The present invention has been made to solve the above problems, and its gist is a slope protection member used for embankment slope protection in earthworks. Drainage consisting of a plate, a pile fixed to a required position of the dam plate, a gutter material that forms a groove in the dam plate, and a water-permeable covering material provided on the gutter material via a porous body. It is a dual-purpose slope protection member.

【0006】また、本発明の別の要旨は、土工事におけ
る盛土法面保護構造であって、法尻及び小段に沿って設
けられた横排水通路と、この横排水通路に連通して法面
に設けられた縦排水通路と、前記法面に設けられ、前記
縦排水通路に支路として斜め上方より下方に連通した法
面保護兼用排水通路とからなる法面保護構造にある。
Another aspect of the present invention is a bank slope protection structure for earthwork, which comprises a lateral drainage passage provided along a slope and a step, and a sloped surface communicating with the horizontal drainage passage. The slope protection structure includes a vertical drainage passage provided on the slope and a sloped drainage passage that is provided on the slope and communicates with the vertical drainage passage as a branch from obliquely above to below.

【0007】ここで法面保護兼用排水通路は、上記した
排水兼用法面保護部材を用いて形成することもできる。
The slope protection / drainage passage can be formed by using the above-described drainage / slope protection member.

【0008】さらに、本発明の別の要旨は、土工事にお
ける盛土法面の整形後の法面保護工法であって、(1)
前記法面に排水兼用法面保護部材を圧入する保護部材圧
入工程と、(2)前記保護部材の圧入された法面の補修
と整形を行う法面補修工程と、(3)前記排水兼用法面
保護部材に連通する縦排水通路を前記法面に設ける縦排
水通路配設工程と、(4)法尻あるいは小段に沿って前
記縦排水通路に連通する横排水通路を設ける横排水通路
配設工程との前記(1)〜(4)の各工程の組合せによ
り構成される法面保護工法にある。
Further, another subject matter of the present invention is a slope protection method after shaping of an embankment slope in earthwork, comprising (1)
A protective member press-fitting step of press-fitting a drainage / drainage slope protection member into the slope, (2) a slope repair step of repairing and shaping the press-fitted slope of the protection member, and (3) the drainage / usage method A vertical drainage passage providing step of providing a vertical drainage passage communicating with the surface protection member on the slope, and (4) a horizontal drainage passage providing a horizontal drainage passage communicating with the vertical drainage passage along the slope or step. There is a slope protection method constructed by a combination of the above steps (1) to (4).

【0009】[0009]

【作用】本発明の排水兼用法面保護工は、排水兼用法面
保護部材をバックホー等の重機により法面に鉛直に圧入
し、盛土法面に設けられた縦排水通路に斜め上方より連
通するように配設する。この時、排水兼用法面保護部材
の堰板上に設けられた多孔質体が法面の上方に面するよ
うに配する。この多孔質体は堰板上の樋が土砂により詰
まるのを防止し、かつ法面を上方から流れ下る雨水等の
表面水、法表層部への湧水及び浸透水を一旦吸収し、こ
の水を堰板上の樋を経路として、縦排水通路へと導き、
法尻及び小段に沿って設けられた横排水通路へと排水す
る。このように、法面の表面水、湧水及び浸透水を排水
して、法表層の土砂流出や法面崩壊を防ぐ。
In the drainage / slope protection work of the present invention, the drainage / slope protection member is vertically press-fitted to the slope by a heavy machine such as a backhoe, and communicates diagonally from above to the vertical drainage passage provided on the embankment slope. It is arranged as follows. At this time, the porous body provided on the dam plate of the drainage and slope protection member is arranged so as to face above the slope. This porous body prevents the gutter on the dam plate from being clogged with earth and sand, and once absorbs surface water such as rainwater flowing down from the slope, spring water and permeated water to the surface layer of the slope, Through the gutter on the weir board to the vertical drainage passage,
Drain water to the horizontal drainage passages along the slopes and steps. In this way, the surface water, spring water, and seepage water on the slope are drained to prevent sediment outflow and slope collapse on the slope surface.

【0010】また、盛土法面に圧縮等による沈下が発生
した場合、本発明の法面保護構造では、破損した箇所の
排水兼用法面保護部材、横排水通路あるいは縦排水通路
のみを取り替えることによって対応する。
Further, in the case where settlement occurs due to compression or the like on the embankment slope, in the slope protection structure of the present invention, only the drainage / slope protection member, the horizontal drainage passage or the vertical drainage passage at the damaged portion can be replaced. Correspond.

【0011】[0011]

【実施例】以下に、本発明の実施例を添付図面に基づい
て詳細に説明する。
Embodiments of the present invention will be described in detail below with reference to the accompanying drawings.

【0012】図1は請求項1に記載した本発明の排水兼
用法面保護部材であり、(a)図は(b)図におけるA
−A断面図、(b)図は正面図、(c)図は平面図であ
る。本発明の排水工兼用法面保護部材1は、堰板として
の略長方形の鋼板2と、この鋼板の両端部に長手方向略
直角に固設した杭としての山形鋼3と、鋼板2上に溝を
形成する樋材6と、鋼板2上に設けられた多孔質体とし
てのスポンジ4と、このスポンジ4の上に設けられた透
水性被覆材としてのメッシュ5とで構成される。
FIG. 1 is a drainage / slope protection member according to the present invention as defined in claim 1, wherein FIG.
-A sectional drawing, (b) figure is a front view, (c) figure is a top view. The slope protection member 1 that also serves as the drainage work of the present invention has a substantially rectangular steel plate 2 as a weir plate, an angle steel 3 as a pile fixed to both ends of the steel plate at a substantially right angle in the longitudinal direction, and a steel plate 2 on the steel plate 2. A gutter member 6 for forming a groove, a sponge 4 as a porous body provided on the steel plate 2, and a mesh 5 as a water-permeable coating provided on the sponge 4.

【0013】ここで、樋材6は、軽山形鋼の二つの辺材
を曲げて鋭角になるように変形したものを使用するか、
または、標準形鋼、平鋼、軽量形鋼あるいは合成樹脂の
板等を組合せて鋼板2上に鋭角の溝を形成したものを使
用する。また、上記メッシュ6は金網あるいは合成樹脂
製網とし、山形鋼3はスポンジ4、メッシュ5及び軽山
形鋼6の設けられた鋼板面と逆側に固設することが望ま
しい。なお、上記の略長方形の板は鋼板2としたが、こ
れ以外では硬質木材あるいは合成樹脂の板とすることが
できるとともに、上記杭は山形鋼3以外では硬質木材、
丸鋼、異形棒鋼またはその他の鋼材を用いることができ
る。
Here, as the gutter material 6, use is made by bending two sapwoods of light angle steel and deforming them into acute angles, or
Alternatively, a combination of standard shaped steel, flat steel, lightweight shaped steel, or a synthetic resin plate, etc. in which an acute groove is formed on the steel plate 2 is used. Further, it is desirable that the mesh 6 is a metal net or a net made of synthetic resin, and the angle steel 3 is fixed on the side opposite to the steel plate surface on which the sponge 4, the mesh 5 and the light angle steel 6 are provided. In addition, although the above-mentioned substantially rectangular plate is the steel plate 2, other than this, it can be made of hard wood or a synthetic resin plate, and the pile is made of hard wood other than the angle steel 3,
Round steel, deformed steel bar or other steel materials can be used.

【0014】次に請求項2に記載した法面保護構造につ
いて図2を参照して説明する。図2は本発明の法面保護
構造を適用した盛土の天端から小段までの部分図を示
し、(a)図は側面図、(b)図は(a)図のB−B側
面図である。本発明の法面保護構造10は、法尻(図示
せず)及び小段15に沿って設けられた横排水通路14
と、この横排水通路14に連通して法面13に設けられ
た縦排水通路11と、法面13に設けられ、縦排水通路
11に斜め上方より連通する法面保護兼用排水通路1
a,1bとで主要部が構成され、この主要部以外では、
縦排水通路11の下端部11aと横排水通路14とを連
通して配設された配水管としての塩化ビニールパイプ1
6がある。
Next, the slope protection structure described in claim 2 will be described with reference to FIG. FIG. 2 is a partial view from the top of the embankment to the small steps to which the slope protection structure of the present invention is applied, in which (a) is a side view and (b) is a BB side view of (a). is there. The slope protection structure 10 of the present invention includes a lateral drainage passage 14 provided along a slope bottom (not shown) and a step 15.
And a vertical drainage passage 11 provided on the slope 13 so as to communicate with the horizontal drainage passage 14, and a slope protection / drainage passage 1 provided on the slope 13 and communicating with the vertical drainage passage 11 obliquely from above.
The main part is composed of a and 1b, and other than this main part,
A vinyl chloride pipe 1 as a water distribution pipe, which is arranged to connect the lower end portion 11a of the vertical drainage passage 11 and the horizontal drainage passage 14 to each other.
There is 6.

【0015】ここで、法面保護兼用排水通路1a,1b
は、請求項1の実施例に記載した排水兼用法面保護部材
1を用い、法面保護兼用排水通路1aと法面保護兼用排
水通路1bとは、相互に10〜20cm程度重なるよう
にして設ける。この時、図2(b)に示すように、排水
兼用法面保護部材のメッシュ5が法面上方に面するよう
配し、かつ法面保護兼用排水通路1a,1bと縦排水通
路11とで法面13に魚の骨状の模様を形成するように
配する。
Here, the drainage passages 1a and 1b also serving as slope protection.
Uses the drainage and slope protection member 1 described in the embodiment of claim 1, and the slope protection and drainage passage 1a and the slope protection and drainage passage 1b are provided so as to overlap each other by about 10 to 20 cm. . At this time, as shown in FIG. 2 (b), the mesh 5 of the drainage and slope protection member is arranged so as to face above the slope, and the slope protection and drainage passages 1 a and 1 b and the vertical drainage passage 11 are combined. The slope 13 is arranged so as to form a fish bone pattern.

【0016】また、縦排水通路11は、作業員が手掘り
にて法面13に、図3に示すようなU字型の溝21を形
成し、この溝21にビニールシート20を敷き、その上
に多孔質体、例えばスポンジ22等を法面13と同程度
の高さに配設して形成する。このスポンジ22は、法面
保護兼用排水通路1aに直接連通するように配する。
In the vertical drainage passage 11, an operator manually dugs a slope 13 into a U-shaped groove 21 as shown in FIG. 3, and a vinyl sheet 20 is laid in the groove 21. A porous body, for example, a sponge 22 or the like is arranged on the upper surface of the slope 13 to have the same height. The sponge 22 is arranged so as to directly communicate with the slope protection / drainage passage 1a.

【0017】さらに、横排水通路14はU字溝を法尻及
び小段15に埋設して形成する。
Further, the lateral drainage passage 14 is formed by embedding a U-shaped groove in the slope and the step 15.

【0018】次に、法面保護構造10により、雨水等の
表面水、法表層部への湧水及び浸透水が排水される際の
水の流れについて図2を参照して説明する。法面13に
沿って流れ下る雨水等の表面水は、図2(a)の矢印で
示すように、一旦、法面保護兼用排水通路1a,1bの
スポンジ4に吸収される。この時、法面13には法面保
護兼用排水通路1a,1bが魚の骨状に密に配されてい
るため、そのスポンジ4は効率良く表面水を吸収するこ
とができる。また、スポンジ4は鋼板2上の樋材6が土
砂により詰まるのを防止する。かようにして吸収された
表面水は、スポンジ4から鋼板2と樋材6に導かれて斜
め下方に流れ、縦排水通路11のスポンジ22に吸収さ
れ、さらに、縦排水通路11のビニールシート21に沿
って下方に流れて、塩化ビニール管16を介して横排水
通路14まで流れる。
Next, the flow of water when surface water such as rainwater, spring water to the surface layer of the slope, and permeated water are discharged by the slope protection structure 10 will be described with reference to FIG. Surface water such as rainwater flowing down along the slope 13 is once absorbed by the sponge 4 of the slope protection / drainage passages 1a and 1b as shown by the arrow in FIG. 2 (a). At this time, since the slope protection and drainage passages 1a and 1b are densely arranged in a fish bone shape on the slope 13, the sponge 4 can efficiently absorb surface water. Further, the sponge 4 prevents the gutter 6 on the steel plate 2 from being clogged with earth and sand. The surface water thus absorbed is guided from the sponge 4 to the steel plate 2 and the gutter 6 and flows obliquely downward, is absorbed by the sponge 22 of the vertical drainage passage 11, and is further absorbed by the vinyl sheet 21 of the vertical drainage passage 11. Flows downward along the flow path and flows through the vinyl chloride pipe 16 to the lateral drainage passage 14.

【0019】また、法内部から法表層部に流れでる湧水
及び浸透水も、図2(b)の矢印で示すように、雨水等
の表面水と同様に、法面保護兼用排水通路1a,1bの
スポンジ4に吸収されて、同様の経路で横排水通路14
まで導かれて排水される。
Further, the spring water and the permeated water flowing from the inside of the method to the surface layer of the method, as shown by the arrow in FIG. 2 (b), like the surface water such as rainwater, also serve as the slope protection drainage passage 1a, It is absorbed by the sponge 4 of 1b, and the horizontal drainage passage 14 is taken along the same route.
It is guided up to and drained.

【0020】以上のようにして法面保護兼用排水通路1
a,1bは、法表層の土砂流出や法面崩壊を防ぐ法面保
護部材としての働きに加えて、法面13の表面水、湧水
及び浸透水を排水する排水通路としても機能する。ま
た、法面保護構造10では、法面保護兼用排水通路1
a,1b、縦排水通路11及び横排水通路14がそれぞ
れ独立して配設されているので、法面13に圧縮等によ
る沈下が発生した場合でも、補修の際には、破損した法
面保護兼用排水通路1a,1b、縦排水通路11あるい
は横排水通路14を取り替えるによって容易に補修する
ことができる。
As described above, the drainage passage 1 that also serves as slope protection
In addition to the function as a slope protection member that prevents sediment outflow and slope collapse of the slope surface, a and 1b also function as drainage passages for discharging surface water of the slope 13, spring water, and permeated water. Further, in the slope protection structure 10, the drainage passage 1 that also serves as a slope protection
Since a and 1b, the vertical drainage passage 11 and the horizontal drainage passage 14 are independently arranged, even when the slope 13 is submerged due to compression or the like, the damaged slope is protected during repair. The combined drainage passages 1a and 1b, the vertical drainage passage 11 or the horizontal drainage passage 14 can be easily repaired by replacing them.

【0021】次に、請求項3に記載した法面保護工法に
ついて説明する。本発明の法面保護工法では、最下層の
盛土から最上層の盛土まで積層して形成する過程におい
て、各層の盛土法面を整形した後、最初に、重機により
この法面に排水兼用法面保護部材を圧入する保護部材圧
入工程を行う。この時、重機はバックホーを使用し、重
機のアタッチメントはクラムシェル等を適宜用いる。こ
こで、排水兼用法面保護部材は重機の圧入に耐え得る、
例えば上記請求項1の実施例に記載したものを使用す
る。次に、保護部材圧入工程の際に重機によって荒され
た法面の補修と整形を法面補修工程にて行い、続いて、
縦排水通路配設工程を行う。この縦排水通路配設工程で
は、作業員の手掘りにより法面に縦の溝を形成し、その
溝表面に防水シート等の防水手段によって防水層を設
け、さらに、この防水層の上に多孔質体等の透水性のあ
るものを充填し、法面と同じ高さとする。この縦排水通
路は、排水兼用法面保護部材に連通するように設ける。
次に、横排水通路配設工程において法尻及び小段に沿っ
て縦排水通路に連通するようにU字溝等の横排水通路を
設ける。なお、本発明の法面保護工法は上記以外の順序
でも実施可能である。
Next, the slope protection method described in claim 3 will be described. In the slope protection method of the present invention, in the process of stacking from the bottom embankment to the top embankment, after shaping the embankment slope of each layer, first, with a heavy machine, this slope is also used as a drainage / drainage slope. A protective member press-fitting step of press-fitting the protective member is performed. At this time, a backhoe is used as the heavy equipment, and a clam shell or the like is appropriately used as the attachment of the heavy equipment. Here, the drainage and slope protection member can withstand press-fitting of heavy machinery,
For example, the one described in the embodiment of claim 1 is used. Next, during the protective member press-fitting process, repair and shaping of the slope roughened by the heavy machine is performed in the slope repair process, and then,
Perform the vertical drainage passage installation process. In this vertical drainage passage arranging step, a vertical groove is formed on the slope by hand digging by an operator, a waterproof layer is provided on the surface of the groove by a waterproofing means such as a waterproof sheet, and a porous layer is formed on the waterproof layer. Fill it with a water-permeable material such as a particle, and make it the same height as the slope. This vertical drainage passage is provided so as to communicate with the drainage and slope protection member.
Next, in the horizontal drainage passage arranging step, a horizontal drainage passage such as a U-shaped groove is provided so as to communicate with the vertical drainage passage along the slope and the step. The slope protection method of the present invention can be carried out in a sequence other than the above.

【0022】以上のように、本発明の法面保護工法で
は、従来、作業員の人力にて行われていた、法面法面保
護工や排水工の施工を、バックホー等の重機を用いて行
うことによって、施工期間の短縮や施工費用の削減が図
れる。
As described above, in the slope protection construction method of the present invention, the construction of slope slope protection work and drainage construction, which has been conventionally performed manually by workers, is performed by using a heavy machine such as a backhoe. By doing so, the construction period and construction cost can be reduced.

【0023】なお、上記請求項2及び請求項3の実施例
において、排水兼用法面保護部材として、請求項1の実
施例の排水兼用法面保護部材1を用いて説明したが、請
求項2の実施例においては、排水通路と兼用可能な法面
保護部材であれば、特にこれに限定されず、請求項3の
実施例においては、重機にて法面に圧入可能な排水兼用
法面保護部材であれば、これも特に限定されない。した
がって、上記請求項1から請求項3の実施例はそれぞれ
各別に実施可能である。
In the embodiments of claims 2 and 3, the drainage and slope protection member 1 of the embodiment of claim 1 has been used as the drainage and slope protection member. In the embodiment of the present invention, the slope protection member is not limited to this as long as it is a slope protection member that can also be used as a drainage passage. This is not particularly limited as long as it is a member. Therefore, the embodiments of claims 1 to 3 can be implemented separately.

【0024】[0024]

【発明の効果】本発明の排水兼用法面保護部材は、法表
層の土砂流出や法面崩壊を防ぐ法面保護部材としての働
きに加えて、法面の表面水、湧水及び浸透水を排水する
排水通路としても機能する。また、本発明の法面保護構
造は、法面保護兼用排水通路、縦排水通路及び横排水通
路がそれぞれ独立して配設されているので、法面に圧縮
等による沈下が発生した場合でも、補修の際には、破損
した排水兼用法面保護部材、縦排水通路あるいは横排水
通路を取り替えるによって容易に補修することができ
る。さらに、本発明の法面保護工法は、従来、作業員の
人力にて行われていた、法面保護部材や排水通路の施工
を、バックホー等の重機を用いて行うことによって、施
工期間の短縮や施工費用の削減が図れる。
EFFECT OF THE INVENTION The drainage and slope protection member of the present invention not only functions as a slope protection member for preventing sediment outflow and slope collapse of the slope surface, but also adds surface water, spring water and permeated water on the slope. It also functions as a drainage passage for draining water. Further, the slope protection structure of the present invention, since the slope protection combined drainage passage, the vertical drainage passage and the horizontal drainage passage are respectively independently arranged, even when subsidence due to compression or the like occurs on the slope, Upon repair, the damaged drainage / slope protection member, vertical drainage passage or horizontal drainage passage can be replaced easily for repair. Further, the slope protection method of the present invention shortens the construction period by performing the construction of the slope protection member and the drainage passage, which were conventionally performed manually by a worker, by using a heavy machine such as a backhoe. And construction costs can be reduced.

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

【図1】図1は本発明の排水工兼用法面保護部材であ
り、(a)図は、(b)図におけるA−A断面図、
(b)図は正面図、(c)図は平面図である。
FIG. 1 is a drainage work / slope protection member of the present invention, wherein FIG. 1 (a) is a sectional view taken along line AA in FIG. 1 (b),
The figure (b) is a front view and the figure (c) is a plan view.

【図2】図2は本発明の法面保護構造を適用した盛土の
天端から小段までの部分図であり、(a)図は側面図、
(b)図は(a)図のB−B側面図である。
FIG. 2 is a partial view from the top to the step of the embankment to which the slope protection structure of the present invention is applied, FIG. 2 (a) is a side view,
(B) figure is a BB side view of (a) figure.

【図3】図2(b)の縦排水通路のC−C断面図であ
る。
FIG. 3 is a sectional view taken along line CC of the vertical drainage passage of FIG. 2 (b).

【符号の説明】[Explanation of symbols]

1,1a,1b 排水兼用法面保護部材 2 鋼板(板) 3 山形鋼(杭) 4 スポンジ(多孔質体) 5 メッシュ(透水性被覆材) 6 樋材 10 法面保護構造 11 縦排水通路 12 天端 13 法面 14 横排水通路 15 小段 1, 1a, 1b Drainage and slope protection member 2 Steel plate (plate) 3 Angle steel (pile) 4 Sponge (porous body) 5 Mesh (water permeable covering material) 6 Gutter material 10 Slope protection structure 11 Vertical drainage passage 12 Top end 13 Slope 14 Horizontal drainage passage 15 Small stage

Claims (3)

【特許請求の範囲】[Claims] 【請求項1】 土工事における盛土法面保護工に用いる
法面保護部材であって、堰板と、この堰板の所要箇所に
固設した杭と、前記堰板に溝を形成する樋材と、前記樋
材上に多孔質体を介して設けられた透水性被覆材とから
なる排水兼用法面保護部材。
1. A slope protection member used for embankment slope protection in earthwork, which comprises a dam plate, a pile fixed to a required portion of the dam plate, and a gutter member for forming a groove in the dam plate. And a drainage and slope protection member comprising a water-permeable covering material provided on the gutter material via a porous body.
【請求項2】 土工事における盛土法面保護構造であっ
て、法尻及び小段に沿って設けられた横排水通路と、こ
の横排水通路に連通して法面に設けられた縦排水通路
と、前記法面に設けられ、前記縦排水通路に支路として
斜め上方より下方に連通した法面保護兼用排水通路とか
らなる法面保護構造。
2. An embankment slope protection structure for earthwork, comprising a horizontal drainage passage provided along a slope and a step, and a vertical drainage passage communicating with the horizontal drainage passage and provided on the slope. A slope protection structure comprising a slope protection and drainage passage provided on the slope and communicating with the vertical drainage passage as a branch from obliquely above to below.
【請求項3】 土工事における盛土法面の整形後の法面
保護工法であって、(1)前記法面に排水兼用法面保護
部材を圧入する保護部材圧入工程と、(2)前記保護部
材の圧入された法面の補修と整形を行う法面補修工程
と、(3)前記排水兼用法面保護部材に連通する縦排水
通路を前記法面に設ける縦排水通路配設工程と、(4)
法尻あるいは小段に沿って前記縦排水通路に連通する横
排水通路を設ける横排水通路配設工程との前記(1)〜
(4)の各工程の組合せにより構成される法面保護工
法。
3. A slope protection method after shaping an embankment slope in earthwork, comprising: (1) a protection member press-fitting step of press-fitting a drainage / combined slope protection member into the slope, and (2) the protection. A slope repairing step for repairing and shaping the slope of the member press-fitted, and (3) a vertical drainage passage providing step for providing a vertical drainage passage communicating with the drainage-use slope protection member on the slope, 4)
(1) to the horizontal drainage passage disposing step of providing a horizontal drainage passage communicating with the vertical drainage passage along a slope or a small step
A slope protection method constructed by combining the respective steps of (4).
JP20140593A 1993-08-13 1993-08-13 Slope protecting structure, slope protecting construction method and slop protecting member also serving for drainage Pending JPH0754344A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP20140593A JPH0754344A (en) 1993-08-13 1993-08-13 Slope protecting structure, slope protecting construction method and slop protecting member also serving for drainage

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP20140593A JPH0754344A (en) 1993-08-13 1993-08-13 Slope protecting structure, slope protecting construction method and slop protecting member also serving for drainage

Publications (1)

Publication Number Publication Date
JPH0754344A true JPH0754344A (en) 1995-02-28

Family

ID=16440550

Family Applications (1)

Application Number Title Priority Date Filing Date
JP20140593A Pending JPH0754344A (en) 1993-08-13 1993-08-13 Slope protecting structure, slope protecting construction method and slop protecting member also serving for drainage

Country Status (1)

Country Link
JP (1) JPH0754344A (en)

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN107119701A (en) * 2017-07-11 2017-09-01 云南恒达市政园林工程有限公司 A kind of low-carbon ecological guard system of rock slope
CN107916673A (en) * 2017-12-20 2018-04-17 张家冀 The ecological safeguard structure and its construction method of a kind of rock slope
JP2019163636A (en) * 2018-03-20 2019-09-26 中国電力株式会社 Acidic water drainage structure and acidic water drainage method in sloped face
CN112049227A (en) * 2020-09-14 2020-12-08 广州地铁设计研究院股份有限公司 Practice thrift drainage structures in trackbound district of wastewater disposal basin

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN107119701A (en) * 2017-07-11 2017-09-01 云南恒达市政园林工程有限公司 A kind of low-carbon ecological guard system of rock slope
CN107916673A (en) * 2017-12-20 2018-04-17 张家冀 The ecological safeguard structure and its construction method of a kind of rock slope
JP2019163636A (en) * 2018-03-20 2019-09-26 中国電力株式会社 Acidic water drainage structure and acidic water drainage method in sloped face
CN112049227A (en) * 2020-09-14 2020-12-08 广州地铁设计研究院股份有限公司 Practice thrift drainage structures in trackbound district of wastewater disposal basin

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