JPS63167810A - Construction of concrete grilled frame on slope surface - Google Patents

Construction of concrete grilled frame on slope surface

Info

Publication number
JPS63167810A
JPS63167810A JP31458686A JP31458686A JPS63167810A JP S63167810 A JPS63167810 A JP S63167810A JP 31458686 A JP31458686 A JP 31458686A JP 31458686 A JP31458686 A JP 31458686A JP S63167810 A JPS63167810 A JP S63167810A
Authority
JP
Japan
Prior art keywords
auxiliary reinforcing
reinforcing bars
bars
formwork
slope
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
JP31458686A
Other languages
Japanese (ja)
Inventor
Hidefumi Nabeta
鍋田 秀文
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.)
Individual
Original Assignee
Individual
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 Individual filed Critical Individual
Priority to JP31458686A priority Critical patent/JPS63167810A/en
Publication of JPS63167810A publication Critical patent/JPS63167810A/en
Pending legal-status Critical Current

Links

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

Abstract

PURPOSE:To raise the efficiency of construction work by a method in which auxiliary reinforcing bars set around coil bar are coupled by inverted V-shaped couplers, a formwork is attached to L-shaped hooks provided on both sides of the coupled portion, and cement mortar is poured into the formwork. CONSTITUTION:A round coil bar 2a is extended vertically on a slope 1, and a round coil bar 2b extended sidewards is set crossly and fixed to the slope 1 by anchoring bars. Three sets of auxiliary reinforcing bars 9 coupled to the inside of left, right, and middle circles of several sets of couplers 8 are welded to coil bars 2a and 2b inserted from above. The vertical hole of a formwork 10 is fitted on left- and right-handed L-shaped hooks formed on both ends of the coupler 8 to form left- and right-handed formworks 10 which are erected. Cement mortar is poured into the formworks 10 and hardened, and the formworks 10 are removed. The efficiency of the construction work can thus be raised.

Description

【発明の詳細な説明】 産業上の利用分野 との発明はのり面の補強のためのコンクリート格子枠の
施工方法に関するものである。
DETAILED DESCRIPTION OF THE INVENTION The invention with its industrial application relates to a method of constructing a concrete lattice frame for reinforcing a slope.

従来の技術 従来、のり面に補強のためのコンクリート格子枠を施工
する場合においては、プレキャストコンクリート部材や
鋼製部材よりなる補強枠部材をのり面に配置して組設し
ていたもので、近年においては施工を省力化するために
コイル筋をのり面に格子状に配筋し、無型枠でもってモ
ルタルを吹付ける施工もなしているものである。
Conventional technology In the past, when constructing a concrete lattice frame for reinforcement on a slope, reinforcing frame members made of precast concrete members or steel members were placed on the slope and assembled. In order to save labor during construction, coil reinforcements are arranged in a lattice pattern on the slope, and mortar is sprayed using a formless frame.

発明が解決しようとする問題点 しかしながら、コイル筋をのり面に配筋した場合にはコ
イル筋の上面並びに両側面に補強鉄筋を配置して結束筋
で結束しているため、結束作業に手間を要し、また、コ
イル筋にコンクリートを吹付けした場合、両側面におい
てコンクリートが流出し、半分硬化した状態でこれをカ
ットしてゆくため手間を要する欠点があった。
Problems to be Solved by the Invention However, when coiled reinforcement is arranged on a slope, reinforcing reinforcing bars are placed on the top and both sides of the coiled reinforcement and tied together with binding bars, which makes the binding work time-consuming. In addition, when concrete is sprayed onto the coil reinforcement, the concrete flows out on both sides, and the concrete has to be cut in a half-hardened state, which requires time and effort.

この様な問題点を解消する目的において、本発明はコイ
ル筋の外周に配置した補助鉄筋を結束筋で結束すること
なく、逆V型の係止具で係止すると共に逆V型の係止具
の両側に型枠装着のためのL型フックを1体に設けて型
枠を装着しながらモルタルを型枠内に流込みしてコンク
リート格子枠をのり面に施工する方法であって、コイル
筋と補助鉄筋との連結が容易であると共に吹付けたモル
タルが流出することなく、のり面補強のためのコンクリ
ート格子枠の施工を効率化し得ることを特徴とするもの
である。
In order to solve these problems, the present invention uses an inverted V-shaped locking tool to lock the auxiliary reinforcing bars placed around the outer circumference of the coiled reinforcing bars with an inverted V-shaped locking tool, without tying them with binding bars. This is a method of constructing a concrete lattice frame on a slope by installing L-shaped hooks on both sides of the tool and pouring mortar into the formwork while attaching the formwork. The present invention is characterized in that it is easy to connect the reinforcing bars and the auxiliary reinforcing bars, and the sprayed mortar does not flow out, making it possible to streamline the construction of concrete lattice frames for reinforcing slope surfaces.

問題点を解決するだめの手段 以下、実施例図により本発明の詳細な説明する。A foolproof way to solve problems Hereinafter, the present invention will be explained in detail with reference to embodiment figures.

のり面1に円型のコイル筋2aを縦方向へ伸長させなが
ら左右適当間隔をおいて多数配置させると共に横方向へ
伸長させだ円型のコイル筋2bをコイル筋2aと格子状
に交差させてのり面1に配置しながらアンカー筋でのり
面1に係止し、補助鉄筋と嵌合する中央円弧部3aより
左右斜下方へ左右傾斜杆4,4を斜設して左右傾斜杆4
,4の下部寄り位置に開口を相対向させた左右円弧部3
b、3cを曲成し左右円弧部3b、3cの外面より斜上
方へ腕杆を突設して型枠係止のための左右り型フック5
a、5bを曲成し左右傾斜杆4,4の下端に型枠下端を
受着する左右り型受け6a。
A large number of circular coiled wires 2a are arranged on the slope surface 1 at appropriate intervals on the left and right while extending in the vertical direction, and oval shaped coiled wires 2b are extended in the horizontal direction and intersect with the coiled wires 2a in a lattice pattern. While being placed on the slope surface 1, the left and right sloped rods 4 are latched to the slope surface 1 with anchor reinforcements, and the left and right sloped rods 4, 4 are installed diagonally downward to the left and right from the central circular arc portion 3a that fits with the auxiliary reinforcing bars.
, 4, with the openings facing each other at the lower positions of the left and right circular arc parts 3.
b, 3c are curved and arm rods are protruded diagonally upward from the outer surfaces of the left and right circular arc parts 3b, 3c to form a left-right type hook 5 for locking the formwork.
a, 5b are curved to receive the lower end of the formwork at the lower end of the left and right inclined rods 4, 4.

6bを突設して左右り型フック5a、5bと上下対向さ
せ左右り型フック5a、5b、左右り型受け6a、6b
の下面に打入ぎのためのノツチ7を設けだ補助鉄筋係止
具8を多数形成し、補助鉄筋係止具8の中央円弧部3a
、左右円弧部3b、3C内に補助鉄筋9を嵌合させなが
ら任意数の補助鉄筋係止具8を補助鉄筋9に係着し、の
り面1に格子状に配置したコイル筋2a、2bの上面よ
り補助鉄筋係止具8で係止した3組の補助鉄筋9を挿入
してコイル筋の上面と両側面に補助鉄筋9を圧着させ、
各補助鉄筋係止具8の相対向した左右り型フック5 a
 + 5 bと左右り型受け6a、6bに左右型枠10
.10を係着させ、該左右型枠l0110内にモルタル
11を打設すべくなして成るものである。尚、図中12
は型枠の縦長孔を示す。
6b are protruded and are vertically opposed to the left and right type hooks 5a and 5b, and the left and right type hooks 5a and 5b, and the left and right type receivers 6a and 6b.
A notch 7 for driving is provided on the lower surface of the auxiliary reinforcing bar, and a large number of auxiliary reinforcing bar locking tools 8 are formed, and a central circular arc portion 3a of the auxiliary reinforcing bar fastening tool 8 is provided.
, while fitting the auxiliary reinforcing bars 9 into the left and right circular arc parts 3b, 3C, an arbitrary number of auxiliary reinforcing bars 9 are engaged with the auxiliary reinforcing bars 9, and the coiled reinforcing bars 2a, 2b are arranged in a grid pattern on the slope surface 1. Three sets of auxiliary reinforcing bars 9 locked with auxiliary reinforcing bars 8 are inserted from the top surface, and the auxiliary reinforcing bars 9 are crimped on the top surface and both sides of the coil bar.
Opposed left and right hooks 5 a of each auxiliary reinforcing bar locking device 8
+ 5 b and left and right mold receivers 6a and 6b with left and right formwork 10
.. 10, and mortar 11 is placed in the left and right formworks 10110. In addition, 12 in the figure
indicates a vertical hole in the formwork.

作用効果 のり面1にコイル筋2aを縦方向に配置し、コイル筋2
aと交差する様にコイル筋2bを横方向に配置してアン
カー筋で係止し々がらコイル筋2aとコイル筋2bとを
のり面2に格子状に配置するものである。そして、数組
の補助鉄筋係止具8の中央円弧部3a、左右円弧部3 
b 、 3c内に係止した3組の補助鉄筋9を縦方向の
コイル筋2aや横方向のコイル筋2bに上方よシ挿入し
てコイル筋の上面と両側面に補助鉄筋9をワンタッチで
圧着させるもので、この場合、縦方向のコイル筋2aに
対しては長い補助鉄筋9を、横方向のコイル筋2bに対
しては短尺な補助鉄筋9を用いるものである。各補助鉄
筋係止具8の両側において左右り型フック5a、5bと
嵌合する縦長孔12を開孔した左右型枠10.10を左
右り型フック5a、5bに縦長孔12を嵌合させた後に
下方へとずらして左右型枠10.10の下端を左右り型
受け6a、6bに受は止めさせ、格子状に配置したコイ
ル筋2a、2bの両側に左右型枠10.10を立設して
内部にモルタル11を流込みしてゆくものである。モル
タル11が固化した後に左右型枠10.10の外側に突
出している左右り型フック5a、5bや左右り型受け6
a、6bをハンマーで打撃して打入ぎながら左右型枠1
0.10を取外すものである。
Effects: The coil strips 2a are arranged vertically on the slope 1, and the coil strips 2a are arranged vertically on the slope 1.
The coiled wires 2b are arranged in the horizontal direction so as to intersect with the curved line a, and the coiled wires 2a and 2b are arranged in a lattice pattern on the slope surface 2, while being locked by anchor wires. Then, the central circular arc portion 3a and the left and right circular arc portions 3 of several sets of auxiliary reinforcing bar locking devices 8
b, 3 sets of auxiliary reinforcing bars 9 locked in 3c are inserted upward into the vertical coil bars 2a and the horizontal coil bars 2b, and the auxiliary reinforcing bars 9 are crimped on the top and both sides of the coil bars with one touch. In this case, long auxiliary reinforcing bars 9 are used for the vertical coiled reinforcing bars 2a, and short auxiliary reinforcing bars 9 are used for the horizontal coiled reinforcing bars 2b. On both sides of each auxiliary reinforcing bar locking device 8, the left and right formworks 10.10 are formed with vertical holes 12 to be fitted with the left and right hooks 5a and 5b, and the vertical holes 12 are fitted into the left and right hooks 5a and 5b. After that, shift the left and right formworks 10.10 downward to stop the lower ends of the left and right formworks 10.10 in the left and right mold supports 6a and 6b, and stand the left and right formworks 10.10 on both sides of the coil strips 2a and 2b arranged in a grid pattern. The mortar 11 is then poured into the interior. After the mortar 11 has hardened, left and right hooks 5a and 5b and left and right mold receivers 6 protrude outside the left and right formworks 10 and 10.
While hitting a and 6b with a hammer, insert the left and right formwork 1.
0.10 is removed.

従って、本発明の施工方法においては、コイル筋2a、
2bと補助鉄筋9との連結に補助鉄筋係止具8を用いる
ため手間を要することなく、まだ補助鉄筋係止具8の左
右り型フック5a、sb。
Therefore, in the construction method of the present invention, the coil reinforcement 2a,
Since the auxiliary reinforcing bar locking device 8 is used to connect the auxiliary reinforcing bar 2b and the auxiliary reinforcing bar 9, the hooks 5a, sb of the auxiliary reinforcing bar locking device 8 can be left and right without requiring any effort.

左右り型受け6a、6bを用いて左右型枠10゜10を
装着し得るためにモルタルが流出することなく、角型で
美観的なコンクリート格子枠をのり面に施工し得る等、
前記した顕著々諸効果を奏するものである。
Since the left and right formwork 10°10 can be installed using the left and right mold supports 6a and 6b, a square and aesthetically pleasing concrete lattice frame can be constructed on the slope without mortar flowing out.
This provides the remarkable effects described above.

6一61

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

第1図は本発明方法の実施のだめに補助鉄筋係止具でコ
イル筋の外周に補助鉄筋を取付は型枠を立設した平面図
、第2図はその一部拡大平面図、第3図は第2図A−A
線矢視図、第4図は補助鉄筋係止具の拡大正面図、第5
図はその拡大側面図、第6図はその拡大平面図である。
Fig. 1 is a plan view of a formwork in which auxiliary reinforcing bars are attached to the outer periphery of a coiled bar using an auxiliary reinforcing bar locking device to carry out the method of the present invention, Fig. 2 is a partially enlarged plan view thereof, and Fig. 3 is Figure 2 A-A
Linear view, Figure 4 is an enlarged front view of the auxiliary reinforcing bar locking device, Figure 5
The figure is an enlarged side view thereof, and FIG. 6 is an enlarged plan view thereof.

Claims (1)

【特許請求の範囲】[Claims] 1 のり面に円型のコイル筋を縦方向へ伸長させながら
左右適当間隔をおいて多数配置させると共に横方向へ伸
長させた円型のコイル筋を縦方向のコイル筋に格子状に
交差させてのり面にアンカー筋で係止し、補助鉄筋と嵌
合する中央円弧部より左右斜下方へ左右傾斜杆を斜設し
て下部寄り位置に開口を相対向させた左右円弧部を曲成
した左右円弧部の外面より斜上方へ腕杆を突設して型枠
係止のための左右L型フックを曲成し左右傾斜杆の下端
に型枠下端を受着する左右L型受けを突設した補助鉄筋
係止具を多数形成し、補助鉄筋係止具の中央円弧部、左
右円弧部内に補助鉄筋を嵌合させながら任意数の補助鉄
筋係止具を補助鉄筋に係着し、のり面に格子状に配置し
たコイル筋の上面より補助鉄筋係止具で係止した3組の
補助鉄筋を挿入してコイル筋の上面と両側面に補助鉄筋
を圧着させ、各補助鉄筋係止具の相対向した左右L型フ
ックと左右L型受けに左右型枠を係着させて内部にモル
タルを打設することを特徴とする、のり面におけるコン
クリート格子枠の施工方法。
1. On the slope, a large number of circular coiled lines are arranged at appropriate intervals on the left and right while extending in the vertical direction, and the circular coiled lines extending in the horizontal direction are intersected with the longitudinal coiled lines in a lattice pattern. The left and right curved left and right arc parts are fixed to the slope surface with anchor bars, and the left and right inclined rods are installed diagonally downward to the left and right from the central arc part that fits with the auxiliary reinforcing bars, and the openings are facing each other at the lower positions. An arm rod is provided diagonally upward from the outer surface of the arc portion to form left and right L-shaped hooks for locking the formwork, and left and right L-shaped receivers for receiving the lower end of the formwork are protruded from the lower ends of the left and right inclined rods. A large number of auxiliary reinforcing bar anchors are formed, and an arbitrary number of auxiliary reinforcing bars are engaged with the auxiliary reinforcing bars while fitting the auxiliary reinforcing bars into the central arc part and left and right arc parts of the auxiliary reinforcing bar anchors, and the slope surface is Insert three sets of auxiliary reinforcing bars secured with auxiliary reinforcing bars from the top surface of the coil bars arranged in a grid pattern, crimping the auxiliary reinforcing bars to the top and both sides of the coil bars, and A method for constructing a concrete lattice frame on a slope surface, characterized by attaching left and right formwork to opposing left and right L-shaped hooks and left and right L-shaped receivers, and pouring mortar inside.
JP31458686A 1986-12-27 1986-12-27 Construction of concrete grilled frame on slope surface Pending JPS63167810A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP31458686A JPS63167810A (en) 1986-12-27 1986-12-27 Construction of concrete grilled frame on slope surface

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP31458686A JPS63167810A (en) 1986-12-27 1986-12-27 Construction of concrete grilled frame on slope surface

Publications (1)

Publication Number Publication Date
JPS63167810A true JPS63167810A (en) 1988-07-11

Family

ID=18055077

Family Applications (1)

Application Number Title Priority Date Filing Date
JP31458686A Pending JPS63167810A (en) 1986-12-27 1986-12-27 Construction of concrete grilled frame on slope surface

Country Status (1)

Country Link
JP (1) JPS63167810A (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH0328420A (en) * 1989-06-26 1991-02-06 Shuji Shimizu Slope protection method
JPH041326A (en) * 1990-04-18 1992-01-06 Tadao Kishimoto Protection frame for sloped ground and its construction

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH0328420A (en) * 1989-06-26 1991-02-06 Shuji Shimizu Slope protection method
JPH041326A (en) * 1990-04-18 1992-01-06 Tadao Kishimoto Protection frame for sloped ground and its construction

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