JPH0581339U - Formwork for slope protection structures - Google Patents

Formwork for slope protection structures

Info

Publication number
JPH0581339U
JPH0581339U JP3000292U JP3000292U JPH0581339U JP H0581339 U JPH0581339 U JP H0581339U JP 3000292 U JP3000292 U JP 3000292U JP 3000292 U JP3000292 U JP 3000292U JP H0581339 U JPH0581339 U JP H0581339U
Authority
JP
Japan
Prior art keywords
formwork
plate
mesh
cross
protruding
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.)
Granted
Application number
JP3000292U
Other languages
Japanese (ja)
Other versions
JPH0730752Y2 (en
Inventor
晃代 山田
邦光 山田
Original Assignee
建設基礎エンジニアリング株式会社
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 建設基礎エンジニアリング株式会社 filed Critical 建設基礎エンジニアリング株式会社
Priority to JP3000292U priority Critical patent/JPH0730752Y2/en
Publication of JPH0581339U publication Critical patent/JPH0581339U/en
Application granted granted Critical
Publication of JPH0730752Y2 publication Critical patent/JPH0730752Y2/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

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

Abstract

(57)【要約】 【目的】 施工を容易に行なうことができるとともに、
生コンクリートの重みによって型枠がズレたり変形する
ことがなくなる。 【構成】 エキスパンドメタルによって交差補強板1と
型枠板2を形成し、交差補強板1の左右両端から、引っ
掛け部3を突出させる。一端から突出させた引っ掛け部
3を鋭角に屈曲し、一方の型枠板2に引っ掛け、他端に
突出した引っ掛け部3は、他方の型枠板2の網目に挿入
する。このような交差補強板1四枚によって縦横の型枠
4・4の交差部分を囲み、セメント系硬化材であるモル
タルを打設する。もう一方の引っ掛け部3を鈍角に屈曲
しておき、網目に差し入れて型枠板2に沿わすようにし
てもよい。交差補強板1に補強材7を固定し、この両端
を交差補強板1の左右端から突出して引っ掛け部3・3
してもよい。この引っ掛け部3・3を型枠板2・2に引
っ掛けることもできる。
(57) [Summary] [Purpose] The construction is easy and
The weight of fresh concrete prevents the formwork from shifting or deforming. [Structure] A cross reinforcing plate 1 and a form plate 2 are formed of expanded metal, and hook portions 3 are projected from both left and right ends of the cross reinforcing plate 1. The hooking portion 3 protruding from one end is bent at an acute angle and hooked on one of the mold plates 2, and the hooking portion 3 protruding at the other end is inserted into the mesh of the other mold plate 2. The crossing reinforcing plates are used to surround the crossing portions of the vertical and horizontal molds 4 and 4, and mortar, which is a cement-based hardening material, is placed. Alternatively, the other hooking portion 3 may be bent at an obtuse angle and inserted into a mesh so as to be along the form frame plate 2. The reinforcing member 7 is fixed to the cross reinforcing plate 1, both ends of which are projected from the left and right ends of the cross reinforcing plate 1, and the hook portions 3 and 3 are formed.
You may. It is also possible to hook this hooking part 3.3 on the formwork plate 2.2.

Description

【考案の詳細な説明】[Detailed description of the device]

【0001】[0001]

【産業上の利用分野】[Industrial applications]

この考案は法面の保護を目的とする構造物の構築に使用する型枠に関するもの であり、特に組立てが容易に行なえる型枠に関するものである。 The present invention relates to a formwork used for constructing a structure for the purpose of protecting a slope, and more particularly to a formwork that can be easily assembled.

【0002】[0002]

【従来の技術】[Prior Art]

本件出願人は特願昭61ー142332号(特公昭3ー33856号)にかか る発明を開示している。当該発明は、法面上に格子状に型枠を設置し、さらに格 子状の交点にはこれを囲むように型枠を設置するものである。硬化材を型枠に打 設して、格子状の法枠部分とその交点を補強する交差補強部分を形成するもので あって、交差補強部分が応力の集中する交点部分を保護して、強度の大きな法面 保護構造物となるものである。このような施工法で法枠部分の型枠と交差補強部 分の型枠を連結して固定するには、両型枠の堰板を結束線などによって結束して いた。 The applicant of the present invention discloses the invention according to Japanese Patent Application No. 61-142332 (Japanese Patent Publication No. 33856 / SHO). According to the invention, the formwork is installed on the slope in a grid pattern, and the formwork is installed so as to surround the grid-like intersection. A hardening material is cast into the formwork to form a grid-like method frame part and a cross-reinforcement part that reinforces the intersections.The cross-reinforcement part protects the intersections where stress concentrates and strengthens the strength. It will be a large slope protection structure. In order to connect and fix the formwork of the method frame part and the formwork of the cross reinforcement part by such a construction method, the weir plates of both formwork were tied with a binding wire.

【0003】[0003]

【考案が解決しようとする課題】[Problems to be solved by the device]

このように堰板同士を結束線によって連結する方法であると、結束線による結 束が弱く、交差補強部分の型枠と法枠部分の型枠内に打設した生コンクリートの 重みによってダレが生じていた。これによって構造物全体の外観を損ねることが あった。また結束線による結束作業は極めて面倒であり、施工期間を長くしてい た。 With this method of connecting the weir plates to each other by the binding line, the binding by the binding line is weak, and the sagging is caused by the weight of the fresh concrete cast in the formwork of the cross reinforcement part and the formwork of the method frame part. It was happening. This could impair the appearance of the entire structure. In addition, the binding work with the binding wire is extremely troublesome, and the construction period was lengthened.

【0004】 この考案は以上のような課題を解決するためになされたもので、組立てが容易 であって、コンクリートの重みによってダレが生じることがない法面保護構造物 に使用する型枠を提供することを目的とする。The present invention has been made to solve the above problems, and provides a formwork that is easy to assemble and that is used for a slope protection structure that does not sag due to the weight of concrete. The purpose is to do.

【0005】[0005]

【課題を解決するための手段】[Means for Solving the Problems]

この考案にかかる法面保護構造物用の型枠は、網状の材料を型枠板と交差補強 板に使用するものである。交差補強板にはエキスパンドメタルプを使用する。交 差補強に使用する交差補強板は、左右両端部に引っ掛け部を突出させ、一方の端 部から突出した引っ掛け部は鋭角に屈曲しておく。この交差補強板を縦横の型枠 に型枠板に対して交差するように掛け渡し、屈曲した方の引っ掛け部を型枠板の 網目に引っ掛け、他端に突出した引っ掛け部を他方の型枠板の網目に挿入する。 このような交差補強板四枚によって、交差補強部分を囲むようにする。 The formwork for slope protection structure according to the present invention uses a net-like material for the form plate and the cross reinforcing plate. Expanded metal plate is used for the cross reinforcing plate. For the cross reinforcing plate used for the cross reinforcement, the hooks are projected at both left and right ends, and the hooks protruding from one end are bent at an acute angle. This cross reinforcing plate is laid across the vertical and horizontal formwork so as to intersect the formwork plate, the bent hooking part is hooked on the mesh of the formwork plate, and the hooking part protruding to the other end is the other formwork. Insert into the mesh of the board. The four cross reinforcing plates surround the cross reinforcing portion.

【0006】 また交差補強板の一端に突出した引っ掛け部を鋭角に屈曲し、他端に突出した 引っ掛け部は鈍角に屈曲する。縦横の型枠板に対して交差するように、この交差 補強板を掛け渡し、鋭角に屈曲した引っ掛け部を一方の型枠板に引っ掛け、鈍角 に屈曲した引っ掛け部を他方の型枠板の網目に挿入して、型枠板に沿わすことも できる。Further, the hooking portion protruding from one end of the cross reinforcing plate is bent at an acute angle, and the hooking portion protruding at the other end is bent at an obtuse angle. This cross reinforcing plate is laid across so that it intersects the vertical and horizontal formwork plates, the hooked part bent at an acute angle is hooked on one formwork, and the hooked part bent at an obtuse angle is meshed on the other formwork. It can also be inserted alongside the formwork plate.

【0007】 交差補強板に補強材を固定して、この補強材の両端を交差補強板の左右両端か ら引っ掛け部として突設して、この引っ掛け部を縦横の型枠板の網目に挿入して 引っ掛けることが可能である。[0007] A reinforcing material is fixed to the cross reinforcing plate, both ends of this reinforcing material are projected from both left and right ends of the cross reinforcing plate as hooks, and the hooks are inserted into the meshes of the horizontal and vertical formwork plates. It is possible to hook.

【0008】[0008]

【実施例】【Example】

以下、図に示す一実施例に基づきこの考案を詳細に説明する。図1において交 差補強板1と型枠板2はともにエキスパンドメタルが使用されている。エキスパ ンドメタルとは、鋼板に多数のスリットを入れ、引き伸ばして網状材としたもの である。交差補強板1の左右両端には引っ掛け部3が溶接などにより固定してあ り、一端の引っ掛け部3は鋭角に屈曲してある。この交差補強板1を縦横に組ん だ型枠4の型枠板2・2に交差するように掛け渡す。鋭角に屈曲した方の引っ掛 け部3を、一方の型枠板2に引っ掛ける。他端に突出した引っ掛け部3を型枠板 2の網目に挿入する。このような交差補強板1四枚によって縦横の型枠4・4の 交差部分を囲むようにする。5は型枠4・4の中に配した鉄筋である。このよう な状態で型枠4内と、型枠板2と交差補強板1によって囲まれた空間にセメント 系硬化材であるモルタル6を打設する。交差補強板1の両端は型枠板2・2に引 っ掛けてあるため、モルタル6の重みがかかってもダレが生じない。 Hereinafter, the present invention will be described in detail based on an embodiment shown in the drawings. In FIG. 1, both the cross reinforcing plate 1 and the mold plate 2 are made of expanded metal. Expanded metal is a reticulated material that is made by drawing a number of slits in a steel sheet and then stretching it. Hook portions 3 are fixed to the left and right ends of the cross reinforcing plate 1 by welding or the like, and the hook portions 3 at one end are bent at an acute angle. The cross reinforcing plate 1 is laid vertically and horizontally so as to cross the form plates 2 and 2 of the form frame 4 assembled. The hook portion 3 that is bent at an acute angle is hooked on the one mold plate 2. The hook portion 3 protruding at the other end is inserted into the mesh of the form plate 2. The four cross reinforcing plates are used to surround the crossing portions of the vertical and horizontal formwork 4, 4. 5 is a reinforcing bar arranged in the formwork 4/4. In this state, mortar 6, which is a cement-based hardening material, is placed in the mold 4 and in the space surrounded by the mold plate 2 and the cross reinforcing plate 1. Since both ends of the cross reinforcing plate 1 are hooked on the mold plates 2 and 2, the sagging does not occur even if the weight of the mortar 6 is applied.

【0009】 図2に示すのは、エキスパンドメタルからなる交差補強板1の左右両端から、 同じく引っ掛け部3を若干突出させてある。交差補強板1の一端から突出した引 っ掛け部3は鋭角に屈曲してあり、他端から突出した引っ掛け部3は鈍角に屈曲 してある。この交差補強板1の鋭角に屈曲した引っ掛け部3を一方の型枠板2の 網目に引っ掛け、他端の鈍角に屈曲した引っ掛け部3を他方の型枠板2の網目に 挿入して、型枠板2に沿わせる。これによって両端の引っ掛け部3・3双方とも 型枠4の内側に突出せず、鉄筋5の配筋の支障とならない。As shown in FIG. 2, the hook portions 3 are slightly projected from the left and right ends of the cross reinforcing plate 1 made of expanded metal. The hook 3 protruding from one end of the cross reinforcing plate 1 is bent at an acute angle, and the hook 3 protruding from the other end is bent at an obtuse angle. The hook portion 3 bent at an acute angle of the cross reinforcing plate 1 is hooked on the mesh of one of the mold plates 2, and the hook portion 3 bent at an obtuse angle of the other end is inserted in the mesh of the other mold plate 2 to form a mold. Place along the frame plate 2. As a result, neither of the hook portions 3 on both ends protrudes inside the form 4, and the bar arrangement of the reinforcing bar 5 is not hindered.

【0010】 図3に示すのは、交差補強板1に平板状の補強材7・7を溶接などで固定し、 その左右両端を引っ掛け部3・3として採用した場合である。これを縦横の型枠 5・5の型枠板2・2の網目に引っ掛ける。補強材7・7は交差補強板1の補強 となるとともに、引っ掛け部3をひとつづつ固定する手間を省くことができるも ので、丸棒状の補強材7・7も採用できる。図1及び図2に示す実施例では、引 っ掛け部3を別個にしてそれぞれ固定しているが、図3のような連続した補強材 7を固定して、その両端を引っ掛け部3・3として屈曲することも採用できるFIG. 3 shows a case in which flat reinforcing members 7 are fixed to the cross reinforcing plate 1 by welding or the like, and both left and right ends thereof are adopted as the hooks 3.3. This is hooked on the mesh of the form plates 2 and 2 of the horizontal and vertical form frames 5.5. Since the reinforcing members 7 and 7 reinforce the cross reinforcing plate 1 and the labor for fixing the hook portions 3 one by one can be omitted, the round rod-shaped reinforcing members 7 and 7 can also be adopted. In the embodiment shown in FIGS. 1 and 2, the hook portions 3 are separately fixed and fixed, but the continuous reinforcing member 7 as shown in FIG. 3 is fixed and both ends thereof are hooked by the hook portions 3 and 3. Can also be used as a bend

【0011】[0011]

【考案の効果】[Effect of the device]

この考案は以上のような構成を有し、交差補強板によって縦横の型枠の交差部 分を囲み、これに硬化材を打設して補強するため、強度の大きな法面保護構造物 を構築することができる。エキスパンドメタルを交差補強板として、その左右端 に突出させた引っ掛け部を引っ掛けることによって、硬化材の重みによっても補 強板がズレるようなことがない。したがって構造物全体の形状を美観よく仕上げ ることができる。また交差補強板の取付けは極めて容易で、施工期間を短縮化で きる。また補強材を固定して、その両端を引っ掛け部として交差補強板の左右端 突出させることにより、交差補強板の補強と引っ掛け部の取付けの省力が可能と なる。 The present invention has the above-mentioned configuration, and a cross-strengthening plate surrounds the crossing portion of the vertical and horizontal formwork, and a stiffening material is placed on it to reinforce it, thus constructing a strong slope protection structure. can do. Expanded metal is used as a cross reinforcing plate, and by hooking the protruding parts at the left and right ends, the reinforcing plate will not be displaced even by the weight of the hardened material. Therefore, the shape of the entire structure can be finished aesthetically. Also, the installation of the cross reinforcing plate is extremely easy and the construction period can be shortened. Further, by fixing the reinforcing material and projecting the left and right ends of the cross reinforcing plate with both ends as hooks, it is possible to save labor for reinforcing the cross reinforcing plate and attaching the hooks.

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

【図1】この考案の法面保護構造物用の型枠の一実施例
の斜視図である。
FIG. 1 is a perspective view of an embodiment of a formwork for a slope protection structure according to the present invention.

【図2】他の型枠の斜視図である。FIG. 2 is a perspective view of another formwork.

【図3】他の型枠の斜視図であるFIG. 3 is a perspective view of another formwork.

【図4】法面保護構造物の施工状態の斜視図である。FIG. 4 is a perspective view showing a construction state of a slope protection structure.

【符号の説明】[Explanation of symbols]

1 交差補強板 2 型枠板 3 引っ掛け部 4 型枠 5 鉄筋 6 モルタル 7 補強材 1 Cross reinforcing plate 2 Form frame plate 3 Hooking part 4 Form frame 5 Reinforcing bar 6 Mortar 7 Reinforcing material

Claims (3)

【実用新案登録請求の範囲】[Scope of utility model registration request] 【請求項1】 網状材からなる型枠板を法面の地山に平
行に並べて型枠とし、この型枠を地山に縦横に並べて格
子状に組み、セメント系硬化材を打設して法面保護構造
物を構築する場合において、エキスンドメタルからなる
交差補強板の左右両端から引っ掛け部を突出させて一端
から突出した引っ掛け部を鋭角に屈曲し、この交差補強
板を縦横の型枠の型枠板に対して交差するように掛け渡
し、一端の屈曲した引っ掛け部を型枠板の網目に引っ掛
け、他端に突出した引っ掛け部を他方の型枠板の網目に
挿入し、この交差補強板四枚によって縦横の型枠の型枠
の交差部を四方から囲むようにしたことを特徴とする法
面保護構造物用の型枠。
1. Forming a formwork plate made of a mesh material in parallel with the ground of the slope to form a formwork, and arranging the formwork vertically and horizontally in the ground, assembling in a grid pattern, and setting a cement-based hardening material. When constructing a slope protection structure, the hooking portions protruding from the left and right ends of the cross reinforcing plate made of expanded metal are bent, and the hooking portions protruding from one end are bent at an acute angle. Crossing over the form plate of the above, hook the bent part at one end into the mesh of the form plate, insert the protruding part at the other end into the mesh of the other form plate, A formwork for a slope protection structure, characterized in that four reinforcing plates are used to surround the intersections of the formwork in vertical and horizontal directions from four sides.
【請求項2】 網状材からなる型枠板を法面の地山に平
行に並べて型枠とし、この型枠を地山に縦横に並べて格
子状に組み、セメント系硬化材を打設して法面保護構造
物を構築する場合において、エキスパンドメタルからな
る交差補強板の左右両端から引っ掛け部を突出させて一
端から突出した引っ掛け部を鋭角に屈曲して他端から突
出した引っ掛け部を鈍角に屈曲し、この交差補強板の縦
横の型枠の型枠板に対し交差するように掛け渡し、一端
の鋭角に屈曲した引っ掛け部を型枠板の網目に引っ掛
け、他端に突出した引っ掛け部を他方に型枠板の網目か
ら挿入してその型枠板に沿わし、この交差補強板四枚に
よって縦横の型枠の交差部を四方から囲むようにしたこ
とを特徴とする法面保護構造物用の型枠。
2. A form plate made of a mesh material is arranged in parallel with the ground of the slope to form a form, and the form frames are arranged vertically and horizontally on the ground to assemble in a lattice form, and a cement-based hardening material is placed. When constructing a slope protection structure, projecting hooks from the left and right ends of the cross reinforcing plate made of expanded metal, bending the hooks protruding from one end into an acute angle, and making the hooks protruding from the other end obtuse Bend and cross over the form plate of the vertical and horizontal form of this cross reinforcement plate, hook the hook part bent at an acute angle at one end to the mesh of the form plate, and the hook part protruding at the other end On the other side, the slope protection structure is characterized in that it is inserted from the mesh of the form plate along the form plate, and that the four cross reinforcement plates surround the crossing parts of the vertical and horizontal form frames from four sides. Formwork for.
【請求項3】 網状材からなる型枠板を法面の地山に平
行に並べて型枠とし、この型枠を地山に縦横に並べて格
子状に組み、セメント系硬化材を打設して法面保護構造
物を構築する場合において、エキスパンドメタルからな
る交差補強板に補強材を固定して、この補強材の両端を
交差補強板の左右両端から引っ掛け部として突設し、こ
の交差補強板を縦横の型枠の型枠板に掛け渡して引っ掛
け部を型枠板の網目に挿入して引っ掛け、この四枚の交
差補強板によって縦横の型枠の交差部を四方から囲むよ
うにしたことを特徴とする法面保護構造物用の型枠。
3. A form plate made of a mesh material is arranged in parallel with the ground of the slope to form a form, and the form frames are arranged vertically and horizontally on the ground to assemble in a grid pattern, and a cement-based hardening material is cast. When constructing a slope protection structure, a reinforcing material is fixed to a cross reinforcing plate made of expanded metal, and both ends of this reinforcing material are projected from both left and right ends of the cross reinforcing plate as hooks. Was hung on the formwork plates of the vertical and horizontal formwork, the hooks were inserted into the mesh of the formwork plate and hooked, and the four cross reinforcement plates surround the intersections of the vertical and horizontal formwork from four sides. Formwork for slope protection structures characterized by.
JP3000292U 1992-04-08 1992-04-08 Formwork for slope protection structures Expired - Lifetime JPH0730752Y2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP3000292U JPH0730752Y2 (en) 1992-04-08 1992-04-08 Formwork for slope protection structures

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP3000292U JPH0730752Y2 (en) 1992-04-08 1992-04-08 Formwork for slope protection structures

Publications (2)

Publication Number Publication Date
JPH0581339U true JPH0581339U (en) 1993-11-05
JPH0730752Y2 JPH0730752Y2 (en) 1995-07-19

Family

ID=12291703

Family Applications (1)

Application Number Title Priority Date Filing Date
JP3000292U Expired - Lifetime JPH0730752Y2 (en) 1992-04-08 1992-04-08 Formwork for slope protection structures

Country Status (1)

Country Link
JP (1) JPH0730752Y2 (en)

Also Published As

Publication number Publication date
JPH0730752Y2 (en) 1995-07-19

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