JPH0316897Y2 - - Google Patents

Info

Publication number
JPH0316897Y2
JPH0316897Y2 JP17506585U JP17506585U JPH0316897Y2 JP H0316897 Y2 JPH0316897 Y2 JP H0316897Y2 JP 17506585 U JP17506585 U JP 17506585U JP 17506585 U JP17506585 U JP 17506585U JP H0316897 Y2 JPH0316897 Y2 JP H0316897Y2
Authority
JP
Japan
Prior art keywords
plate
plates
frame
slope
bottom plate
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
Application number
JP17506585U
Other languages
Japanese (ja)
Other versions
JPS6285535U (en
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 filed Critical
Priority to JP17506585U priority Critical patent/JPH0316897Y2/ja
Publication of JPS6285535U publication Critical patent/JPS6285535U/ja
Application granted granted Critical
Publication of JPH0316897Y2 publication Critical patent/JPH0316897Y2/ja
Expired legal-status Critical Current

Links

Landscapes

  • Pit Excavations, Shoring, Fill Or Stabilisation Of Slopes (AREA)
  • Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)

Description

【考案の詳細な説明】 (産業上の利用分野) 本考案は、法面崩壊防止型枠に関するものであ
る。
[Detailed description of the invention] (Field of industrial application) The present invention relates to formwork for preventing slope collapse.

(従来の技術) 従来、法面の強化は、足場を組んで型枠を形成
し、この型枠にセメントモルタル等の充填材を充
填して硬化させる大規模なものが主流であつた。
(Prior Art) Conventionally, slope reinforcement has mainly been carried out on a large scale by erecting scaffolding to form a formwork, filling the formwork with filler such as cement mortar, and hardening the formwork.

また、小規模なものとしては、特公昭52−
14522号公報記載の斜面の土留用格子装置および
特公昭58−20340号公報記載の厚層客土安定工法
があつた。
In addition, as a small-scale project,
There was a lattice device for earth retaining on slopes described in Publication No. 14522 and a method for stabilizing thick layered soil described in Japanese Patent Publication No. 1982-20340.

前者は、溝材を格子状に組み合わせて斜面に配
設したもので、斜面の水はけを良くするものであ
る。
The former is a combination of groove materials arranged in a lattice pattern and arranged on a slope to improve drainage on the slope.

後者は、網状体を格子状にし、モルタル、コン
クリート等を吹き付け、植物種子を吹き付けたも
のである。
The latter is made by forming a mesh into a grid, spraying mortar, concrete, etc., and then spraying plant seeds.

(考案が解決しようとする課題) 従来は前記の通りであつたため、小規模なもの
の例の前者は斜面の強化という点においてやや弱
いこと、また後者はコスト高であり、モルタル、
コンクリート等が養生硬化する際、混入した空気
を除去することができないことが問題となつてい
た。
(Problem to be solved by the invention) Conventionally, as mentioned above, the former example of a small scale is somewhat weak in terms of strengthening the slope, and the latter is expensive, and mortar,
A problem has been that when concrete, etc. cures and hardens, it is not possible to remove air that is mixed in with the concrete.

本考案は、このような欠点に鑑み、法面をセメ
ントモルタル等の充填材により強化する際、型枠
の組立てが容易で、充填材の充填後、充填材の空
気層の除去が容易に行え、充填材の硬化をより強
固とし、作業人員の削減を図り、低コストとする
ことができる法面崩壊防止型枠を提供することを
目的とするものである。
In view of these drawbacks, the present invention has been developed to make it easy to assemble the formwork when reinforcing the slope with filler such as cement mortar, and to easily remove the air space in the filler after filling with the filler. The object of the present invention is to provide a formwork for preventing slope collapse, which can harden the filler more strongly, reduce the number of workers, and reduce costs.

(課題を解決するための手段) 本考案は、垂直板の側縁に底板を直角に設けて
断面L字型の側板を形成し、前記垂直板の底板寄
りに排気孔を穿設し、前記の一対の側板の底板を
内側に向けて互いに対向させ、各側板間の所要個
所を支持棒を介して、かつ各底板間を底部支持板
を介してそれぞれ連結してなる第1枠体と、垂直
板の側縁に底板を直角に設けて断面L字型の側板
を形成し、前記垂直板の底板寄りに排気孔を穿設
し、前記の一対の側板の底板を内側に向けて互い
に対向させ、各側板間の所要個所を支持棒を介し
て、かつ各底板間を底部支持板を介してそれぞれ
連結し、両側板の垂直板の対向する位置に方形状
の切欠きを設け、この切欠きの両端に外方向きに
案内片を設け、この切欠きを設けた位置の両側板
の底板間を支持板を介して連結してなる第2枠体
と、からなり、第2枠体の案内片間に第1枠体の
長手方向の端部を装着してなるものである。
(Means for Solving the Problems) In the present invention, a bottom plate is provided at right angles to the side edge of a vertical plate to form a side plate having an L-shaped cross section, an exhaust hole is bored near the bottom plate of the vertical plate, and an exhaust hole is formed near the bottom plate of the vertical plate. a first frame body formed by arranging the bottom plates of a pair of side plates to face each other with the bottom plates facing inward, and connecting the required portions between each side plate via a support rod and the bottom plates via a bottom support plate; A bottom plate is provided at a right angle to the side edge of the vertical plate to form a side plate having an L-shaped cross section, an exhaust hole is bored near the bottom plate of the vertical plate, and the bottom plates of the pair of side plates face each other with the bottom plates facing inward. The required points between each side plate are connected via support rods, and the bottom plates are connected via a bottom support plate, and rectangular notches are provided at opposing positions of the vertical plates of both side plates. a second frame body formed by providing guide pieces facing outward at both ends of the notch, and connecting the bottom plates of both side plates at the positions where the notches are provided, via a support plate; The longitudinal end of the first frame is mounted between the guide pieces.

(作用) 本考案の作用を説明する。(effect) The operation of the present invention will be explained.

本考案に係る法面崩壊防止型枠を使用する際、
まず法面の所要位置に第2枠体を設置し、この第
2枠体の案内片に第1枠体を連結して十字形状を
形成し、これらを多数連結して法面を被覆する。
When using the slope collapse prevention formwork according to the present invention,
First, a second frame is installed at a predetermined position on the slope, the first frame is connected to the guide piece of the second frame to form a cross shape, and a large number of these are connected to cover the slope.

次に、第1枠体および第2枠体の溝にセメント
モルタル等の充填材を充填し、上面より押圧片等
を利用して、排気孔より充填材中の空気を抜く。
Next, the grooves of the first frame and the second frame are filled with a filler such as cement mortar, and the air in the filler is evacuated from the upper surface using a pressing piece or the like through the exhaust hole.

次に、充填材を硬化させ、法面の崩壊を防止す
る。
Next, the filler is cured to prevent the slope from collapsing.

(実施例) 本考案の実施例を図面に基づいて説明する。(Example) Embodiments of the present invention will be described based on the drawings.

第1図〜第5図に示すように、本考案に係る法
面崩壊防止型枠1は後述の第1枠体7および第2
枠体11からなるものである。
As shown in FIGS. 1 to 5, the slope collapse prevention formwork 1 according to the present invention has a first frame body 7 and a second frame body 7, which will be described later.
It consists of a frame 11.

平板状の垂直板2aの側縁に平板状の底板2b
を直角に設けて断面L字型の側板2を形成し、前
記垂直板2aの底板2b寄りに排気孔3を穿設
し、前記の一対の側板2の底板2bを内側に向け
て互いに対向させ、各側板2間の所要個所を支持
棒6を介して、かつ各底板2b間を底部支持板4
を介してそれぞれ連結してなる第1枠体7を設け
てある。
A flat bottom plate 2b is attached to the side edge of the flat vertical plate 2a.
are provided at right angles to form a side plate 2 having an L-shaped cross section, an exhaust hole 3 is bored near the bottom plate 2b of the vertical plate 2a, and the bottom plates 2b of the pair of side plates 2 are made to face each other with the bottom plates 2b facing inward. , through the support rods 6 at required points between each side plate 2, and between each bottom plate 2b through the bottom support plate 4.
A first frame body 7 is provided which is connected to each other via.

平板状の垂直板2aの側縁に平板状の底板2b
を直角に設けて断面L字型の側板2を形成し、前
記垂直板2aの底板2b寄りに排気孔3を穿設
し、前記の一対の側板2の底板2bを内側に向け
て互いに対向させ、各側板2間の所要個所を支持
棒6を介して、かつ各底板2b間を底部支持板4
を介してそれぞれ連結し、両側板2の垂直板2a
の対向する中央部に方形状の切欠き8を設け、こ
の切欠き8の両端に外方向きに案内片9を設け、
この切欠き8を設けた位置の両側板2の底板2b
間を支持板10を介して連結してなる第2枠体1
1を設けてある。
A flat bottom plate 2b is attached to the side edge of the flat vertical plate 2a.
are provided at right angles to form a side plate 2 having an L-shaped cross section, an exhaust hole 3 is bored near the bottom plate 2b of the vertical plate 2a, and the bottom plates 2b of the pair of side plates 2 are made to face each other with the bottom plates 2b facing inward. , through the support rods 6 at required points between each side plate 2, and between each bottom plate 2b through the bottom support plate 4.
vertical plates 2a of both side plates 2.
A rectangular notch 8 is provided in the opposing center portions, and guide pieces 9 are provided outwardly at both ends of this notch 8,
Bottom plate 2b of both side plates 2 at the position where this notch 8 is provided
a second frame 1 connected through a support plate 10;
1 is provided.

第2枠体11の案内片9間に第1枠体7の長手
方向の端部を装着し、ボルト12を介して十字形
状に組み合わせてある。
The longitudinal ends of the first frame 7 are fitted between the guide pieces 9 of the second frame 11, and are assembled together in a cross shape via bolts 12.

前記第1枠体7および第2枠体11には溝5が
それぞれ形成されている。
Grooves 5 are formed in the first frame 7 and the second frame 11, respectively.

前記第1枠体7の先端部はやや偏平形状で、か
つ偏平形状のボルト連結孔13を設けてあり、ま
た第2枠体11の先端部もやや偏平形状で、かつ
偏平形状のボルト連結孔13を設けると共に、第
2枠体11の切欠き8の案内片9間に第1枠体7
の長手方向の端部を挿入し、ボルト12を案内片
9のボルト連結孔13および第1枠体7の先端の
ボルト連結孔13に螺入し、両者を連結して十字
形状に組み合わせてある。
The tip of the first frame 7 is slightly flat and has a flat bolt connection hole 13, and the tip of the second frame 11 is also slightly flat and has a flat bolt connection hole. 13, and the first frame 7 is provided between the guide pieces 9 of the notch 8 of the second frame 11.
The bolts 12 are screwed into the bolt connection holes 13 of the guide piece 9 and the bolt connection holes 13 at the tip of the first frame 7 to connect them and combine them in a cross shape. .

このように、第1枠体7および第2枠体11の
各先端部のボルト連結孔13は偏平形状に穿設し
てあるため、法面Eでの組も合わせが容易である
ばかりか、凹凸のある法面Eに沿つて部分的にこ
の第1枠体7および第2枠体11を傾斜させて組
み合わせることができる。
In this way, since the bolt connection holes 13 at each tip of the first frame 7 and the second frame 11 are bored in a flat shape, it is not only easy to assemble on a slope E, but also easy to assemble on a slope E. The first frame 7 and the second frame 11 can be partially inclined and combined along the uneven slope E.

本考案に係る法面崩壊防止型枠1を使用する
際、第6図に示すように、まず法面Eの所要位置
に十字形状に組み合わせてなる法面崩壊防止型枠
1を設置し、これを多数連結して法面Eを被覆す
る。
When using the slope collapse prevention formwork 1 according to the present invention, as shown in FIG. A large number of these are connected to cover the slope E.

また、急斜面の法面Eにおいては、支持板10
の支持孔14にボルト、支持柱等を打ち込み、法
面崩壊防止型枠1を法面Eに固定する。
In addition, on the slope E of a steep slope, the support plate 10
The slope collapse prevention formwork 1 is fixed to the slope E by driving bolts, support columns, etc. into the support holes 14.

次に、第1枠体7および第2枠体11の溝5に
セメントモルタルを充填し、上面より押圧片等を
利用して、排気孔3よりセメントモルタル中の空
気を抜く。
Next, the grooves 5 of the first frame 7 and the second frame 11 are filled with cement mortar, and the air in the cement mortar is evacuated from the upper surface through the exhaust hole 3 using a pressing piece or the like.

次に、セメントモルタルを養生硬化させ、法面
Eの崩壊を防止する。
Next, the cement mortar is cured and hardened to prevent the slope E from collapsing.

また、連結の際、第1枠体7の先端部および第
2枠体11の両端部をテーパー状に狭くすること
により、両者の連結がより強固となるようにして
もよい。
Furthermore, when connecting, the tip end of the first frame 7 and both ends of the second frame 11 may be tapered to make the connection between them stronger.

なお、本実施例では溝5内にセメントモルタル
を充填して硬化させ、法面の崩壊を防止したが、
必ずしもセメントモルタルでなくても、土砂等の
充填材であればよい。
In addition, in this example, cement mortar was filled in the groove 5 and hardened to prevent the slope from collapsing.
It does not necessarily have to be cement mortar, but any filler such as earth and sand may be used.

(考案の効果) 本考案に係る法面崩壊防止型枠によれば、第1
型枠および第2型枠の組立てが容易で、法面の所
要位置に適宜連結して、セメントモルタル等の充
填材を充填後、空気層の除去が容易に行え、充填
の硬化をより強固とし、作業人員の削減を図り、
低コストとすることができる。
(Effect of the invention) According to the slope collapse prevention formwork according to the invention, the first
It is easy to assemble the formwork and the second formwork, and after connecting it to the required position on the slope and filling it with a filler such as cement mortar, it is easy to remove the air layer, which makes the filling harder to harden. , aiming to reduce the number of workers,
It can be made at low cost.

【図面の簡単な説明】[Brief explanation of the drawing]

第1図は本考案に係る第2枠体の平面図、第2
図は同、正面図、第3図は本考案に係る第1枠体
の平面図、第4図は同、正面図、第5図は本考案
に係る法面崩壊防止型枠の斜視図、第6図は同、
使用状態を示す平面図である。 主要部分の符号の説明、1……法面崩壊防止型
枠、2a……垂直板、2b……底板、2……側
板、3……排気孔、4……底部支持板、5……
溝、6……支持棒、7……第1枠体、8……切欠
き、9……案内片、10……支持板、11……第
2枠体、12……ボルト、13……ボルト連結
孔、14……支持孔、E……法面。
Figure 1 is a plan view of the second frame according to the present invention;
The figures are the same, a front view, Figure 3 is a plan view of the first frame according to the present invention, Figure 4 is the same, a front view, and Figure 5 is a perspective view of the slope collapse prevention formwork according to the present invention, Figure 6 is the same,
FIG. 3 is a plan view showing the state of use. Explanation of symbols of main parts, 1...Slope collapse prevention formwork, 2a...Vertical plate, 2b...Bottom plate, 2...Side plate, 3...Exhaust hole, 4...Bottom support plate, 5...
Groove, 6... Support rod, 7... First frame, 8... Notch, 9... Guide piece, 10... Support plate, 11... Second frame, 12... Bolt, 13... Bolt connection hole, 14...Support hole, E...Slope surface.

Claims (1)

【実用新案登録請求の範囲】 垂直板2aの側縁に底板2bを直角に設けて断
面L字型の側板2を形成し、前記垂直板2aの底
板2b寄りに排気孔3を穿設し、前記の一対の側
板2の底板2bを内側に向けて互いに対向させ、
各側板2間の所要個所を支持棒6を介して、かつ
各底板2b間を底部支持板4を介してそれぞれ連
結してなる第1枠体7と、 垂直板2aの側縁に底板2bを直角に設けて断
面L字型の側板2を形成し、前記垂直板2aの底
板2b寄りに排気孔3を穿設し、前記の一対の側
板2の底板2bを内側に向けて互いに対向させ、
各側板2間の所要個所を支持棒6を介して、かつ
各底板2b間を底部支持板4を介してそれぞれ連
結し、両側板2の垂直板2aの対向する位置に方
形状の切欠き8を設け、この切欠き8の両端に外
方向きに案内片9を設け、この切欠き8を設けた
位置の両側板2の底板2b間を支持板10を介し
て連結してなる第2枠体11と、からなり、 第2枠体11の案内片9間に第1枠体7の長手
方向の端部を装着してなる法面崩壊防止型枠。
[Claims for Utility Model Registration] A bottom plate 2b is provided at a right angle to the side edge of a vertical plate 2a to form a side plate 2 having an L-shaped cross section, and an exhaust hole 3 is bored near the bottom plate 2b of the vertical plate 2a. The bottom plates 2b of the pair of side plates 2 are faced to each other with the bottom plates 2b facing inward,
A first frame body 7 that connects required points between each side plate 2 via support rods 6 and between each bottom plate 2b via a bottom support plate 4, and a bottom plate 2b on the side edge of the vertical plate 2a. A side plate 2 is provided at right angles to form an L-shaped cross section, an exhaust hole 3 is bored near the bottom plate 2b of the vertical plate 2a, and the bottom plate 2b of the pair of side plates 2 is turned inward to face each other,
Required points between the side plates 2 are connected via support rods 6, and respective bottom plates 2b are connected via the bottom support plate 4, and rectangular notches 8 are formed at opposing positions of the vertical plates 2a of the side plates 2. A second frame is formed by providing a guide piece 9 in the outward direction at both ends of this notch 8, and connecting the bottom plates 2b of both side plates 2 at the position where this notch 8 is provided via a support plate 10. A slope collapse prevention formwork comprising a body 11 and a longitudinal end portion of the first frame body 7 mounted between the guide pieces 9 of the second frame body 11.
JP17506585U 1985-11-14 1985-11-14 Expired JPH0316897Y2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP17506585U JPH0316897Y2 (en) 1985-11-14 1985-11-14

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP17506585U JPH0316897Y2 (en) 1985-11-14 1985-11-14

Publications (2)

Publication Number Publication Date
JPS6285535U JPS6285535U (en) 1987-06-01
JPH0316897Y2 true JPH0316897Y2 (en) 1991-04-10

Family

ID=31114036

Family Applications (1)

Application Number Title Priority Date Filing Date
JP17506585U Expired JPH0316897Y2 (en) 1985-11-14 1985-11-14

Country Status (1)

Country Link
JP (1) JPH0316897Y2 (en)

Also Published As

Publication number Publication date
JPS6285535U (en) 1987-06-01

Similar Documents

Publication Publication Date Title
JPH0316897Y2 (en)
JP3615834B2 (en) Retaining wall construction method
JPH0475966B2 (en)
EP0034565B1 (en) Wall built up with elements
JPH0122827Y2 (en)
JPH10306457A (en) Foundation block
JPS6115084Y2 (en)
JPH0455091Y2 (en)
JPH0455090Y2 (en)
JP2552860B2 (en) Basement method
JP2520364B2 (en) Construction method of underground structure
JPS625086Y2 (en)
JPS5840123Y2 (en) Formwork for legal framework
JP2552863B2 (en) Basement method
JPH0352822Y2 (en)
JPH0455092Y2 (en)
JPH037458Y2 (en)
JPH0678633B2 (en) Construction method of slope protection structure and block used for it
JP2003003491A (en) Box-type foundation structure and method for constructing the same
JPS6312191Y2 (en)
JPS6011171Y2 (en) Hōto formwork
JPS6029496Y2 (en) Cutting formwork
JPS5812917Y2 (en) Foundation formwork support structure
JPH0452321A (en) Block for continuous footing construction
JPH0139778Y2 (en)