JP3443040B2 - Concrete sprayed one-sided lath-filled frame method and one-sided lath folding type reinforcing bar support used in the method - Google Patents

Concrete sprayed one-sided lath-filled frame method and one-sided lath folding type reinforcing bar support used in the method

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Publication number
JP3443040B2
JP3443040B2 JP19567299A JP19567299A JP3443040B2 JP 3443040 B2 JP3443040 B2 JP 3443040B2 JP 19567299 A JP19567299 A JP 19567299A JP 19567299 A JP19567299 A JP 19567299A JP 3443040 B2 JP3443040 B2 JP 3443040B2
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JP
Japan
Prior art keywords
frame
lath
reinforcing bar
support
wall surface
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 - Fee Related
Application number
JP19567299A
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Japanese (ja)
Other versions
JP2001020290A (en
Inventor
栄賢 原
Original Assignee
原総業株式会社
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Filing date
Publication date
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Priority to JP19567299A priority Critical patent/JP3443040B2/en
Publication of JP2001020290A publication Critical patent/JP2001020290A/en
Application granted granted Critical
Publication of JP3443040B2 publication Critical patent/JP3443040B2/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

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

Description

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

【0001】[0001]

【発明が属する技術分野】本発明は、切り通した法面の
表面を補強して法面が崩壊するのを防止するためのコン
クリート吹付け法枠工法とその法枠工法に使用する内部
補強形成部材に関する。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a concrete spraying method frame method for reinforcing the surface of a cut slope to prevent the slope from collapsing, and an internal reinforcement forming member used in the method frame method. Regarding

【0002】[0002]

【従来の技術】法面を保護するためのにコンクリート吹
き付けによる各種法枠工法が行われている。最近は工事
件数が減少し業者間で工事受注競争が激化している。そ
の上、高い性能が要求されているにもかかわらず発注価
格が厳しく抑制されているのが実情である。
2. Description of the Related Art In order to protect the slope, various frame construction methods using concrete spray have been carried out. Recently, the number of construction contracts has decreased, and competition for contracts among contractors has intensified. Moreover, despite the demand for high performance, the order price is severely controlled.

【0003】そして、一般的には、図7(金属横枠直線
が片側1本の場合)及び図8(金属横枠直線が片側4本
の場合)に示すように、中央凹み下開き湾曲状金属線を
弦状の横棒で固定し、その湾曲状金属線の複数を横棒が
平行になるように間隔置き配置し、その各湾曲状金属線
の両側に金属横枠直線を固着して自立させた鉄筋支持体
を使用し、その鉄筋支持体の多くを直列させて縦横方向
に定間隔で格子状に交差させ、中央凹み部分や横棒部分
に鉄筋を支持固定し、この周囲を蒲鉾型にコンクリート
を吹き付けて格子状の法枠を形成施工している。この構
造においては、価格面では比較的安価であるが、吹き付
けコンクリートを法枠内部で線的に支持するものなの
で、できた法枠全体が強度的に劣る難点があった。
In general, as shown in FIG. 7 (when one metal horizontal frame straight line is provided on one side) and FIG. 8 (when four metal horizontal frame straight lines are provided on one side), a central recessed lower open curved shape is formed. Fix the metal wire with a string-shaped horizontal bar, place a plurality of curved metal wires at intervals so that the horizontal bars are parallel, and fix the metal horizontal frame straight lines on both sides of each curved metal wire. Using a self-supporting rebar support, most of the rebar supports are connected in series and crossed in a grid pattern at regular intervals in the vertical and horizontal directions, and the rebar is supported and fixed in the central recessed part and the horizontal bar part, and the surroundings are kamaboko. Concrete is sprayed onto the mold to form a grid-shaped frame. Although this structure is relatively inexpensive in terms of price, it has a drawback in that the sprayed concrete is linearly supported inside the legal frame, and thus the entire legal frame is inferior in strength.

【0004】そこで、法枠強度を高めるために、図6に
示すように、鉄筋支持軸の両側に金属ラス面体を平行に
設けた鉄筋支持体を使用して、それにコンクリートを吹
き付け施工する形態の施工がなされている。この構造の
場合には、吹き付けコンクリートを線(鉄筋支持軸)及
び面(金属ラス面体)的に支持するものなので、法枠全
体に優れた強度を得ることはできるが、使用する部材の
材料費及び施工手間賃のコスト削減が容易に実現でき
ず、価格競争では要求に応えきれない面があった。
Therefore, in order to increase the strength of the legal frame, as shown in FIG. 6, a reinforcing bar support having parallel metal lath face bodies on both sides of the reinforcing bar support shaft is used, and concrete is sprayed onto the reinforcing bar support. It is being constructed. In the case of this structure, since the sprayed concrete is supported by wire (reinforcing rod support shaft) and surface (metal lath surface), excellent strength can be obtained over the entire legal frame, but the material cost of the members used In addition, the cost of construction labor could not be easily reduced, and price competition could not meet the demand.

【0005】[0005]

【発明が解決しようとする課題】本発明は上記実情に鑑
みてなされたもので、コンクリート法面枠としての強
度、耐久性などの優れた性能が損なわれず施工コストを
大幅に削減できるコンクリート吹付け法枠工法と、その
工法の使用に適した鉄筋支持部材を提供するものであ
る。
SUMMARY OF THE INVENTION The present invention has been made in view of the above circumstances, and concrete spraying capable of significantly reducing construction cost without impairing excellent performance such as strength and durability as a concrete slope frame. A frame method and a reinforcing bar supporting member suitable for use in the method.

【0006】[0006]

【課題を解決するための手段】上記課題を解決するため
に、本発明は、法面に縦横格子状に形成するコンクリー
ト吹付け法枠工法において、ラス壁面体3の片面に枢着
部4を設け、その枢着部4に対して、交差部6を有し且
つ外側寄りに自立棒脚7を備えた鉄筋支持枠体5を擺動
可能に枢支して成るラス折畳み型鉄筋支持体Aを使用す
る。
In order to solve the above-mentioned problems, the present invention is a concrete spraying method frame construction method in which a slope is formed in a vertical and horizontal lattice pattern. A lath-folding type reinforcing bar support A is provided which is provided with a crossing part 6 and a rebar supporting frame 5 having a self-supporting rod leg 7 on the outer side with respect to the pivoting part 4 so as to be pivotable. use.

【0007】そして、前記鉄筋支持体Aを、法面1に直
接又は法面1に張ったラス網2上の法枠形成予定位置
に、縦法枠11a部分においては前記ラス壁面体3を縦
法枠11aの一側方に寄せて、また横法枠11b部分に
おいては前記ラス壁面体3を横法枠11bの傾斜下側に
寄せ、各々配列して法枠全体が格子状になるようにす
る。そして、前記各鉄筋支持枠体5を開いて前記自立棒
脚7を法面1に載せるか又は刺してその鉄筋支持体Aを
自立させる。
Then, the reinforcing bar support A is placed directly on the slope 1 or at a predetermined position for forming a frame on a lath net 2 stretched on the slope 1, and in the vertical frame 11a, the lath wall surface body 3 is vertically arranged. The lath wall surface bodies 3 are brought to one side of the legal frame 11a, and the lath wall surface bodies 3 are brought to the lower side of the slant of the lateral legal frame 11b in the lateral diagonal frame 11b portion so as to be arranged so that the entire legal frame becomes a lattice shape. To do. Then, each of the reinforcing bar support frames 5 is opened and the self-supporting rod leg 7 is placed on the slope 1 or stabbed to make the reinforcing bar support A self-supporting.

【0008】そして、前記鉄筋支持枠体5の交差部6に
接して鉄筋8を挿通してその各交差部6に前記鉄筋8を
固定部材9で固定する。そして、前記鉄筋支持体A及び
鉄筋8の全体が埋まるように盛り上げてコンクリート1
0を吹付けて成るコンクリート吹付け片側ラス入り法枠
工法である。
Then, the reinforcing bars 8 are inserted in contact with the intersections 6 of the reinforcing bar support frame 5, and the reinforcing bars 8 are fixed to the respective intersections 6 by fixing members 9. Then, the reinforcing bar support A and the reinforcing bar 8 are piled up so that the whole is filled up with the concrete 1
This is a concrete frame construction method in which one side is lathed by spraying 0.

【0009】さらに、上記構成おいて、前記上の横支持
枠体5aの末端部12を、吹き付けにより盛り上げた法
枠の上部コーナーに近くに至るように上方に折り曲げ、
その折り曲げ上端部12に当り線13を張設して成るも
のである。
Further, in the above structure, the end portion 12 of the upper horizontal support frame 5a is bent upward so as to come close to the upper corner of the method frame raised by spraying,
A contact line 13 is stretched on the bent upper end portion 12.

【0010】また、上記各構成のコンクリート吹付け片
側ラス入り法枠工法に使用する片側ラス折畳み型鉄筋支
持体Aは、横長なラス壁面体3の片面3aに横方向間隔
置きにその上部と下部に枢着部4を設け、それらの枢着
部4に、上下二本の横支持枠体5a,5bの基部5dを
擺動可能に枢支するとともにそれらの横支持枠体5a,
5bの中間部位を縦支持枠体5cで鉄筋配置予定位置に
交差させて連結固定する。
Further, the one-sided lath-folding type rebar support A used in the concrete spraying one-side lath-containing method frame construction of each of the above-mentioned constructions has the upper and lower portions thereof laterally spaced on one surface 3a of the horizontally long lath wall surface body 3. Is provided with a pivotal attachment portion 4, and the base portions 5d of the upper and lower two horizontal support frame bodies 5a and 5b are pivotably supported on the pivotal attachment portions 4 and the horizontal support frame bodies 5a, 5a,
The intermediate portion of 5b is crossed with the vertical support frame 5c at the rebar arranging planned position and connected and fixed.

【0011】そして、その縦支持枠体5c又は横支持枠
体5a,5bの外端又は外端胆側寄り部位に前記ラス壁
面体3を立てた時の下端が前記ラス壁面体3の底辺より
低い位置に達するように自立棒脚7を設けて成る。
Then, when the lath wall surface body 3 is erected at the outer end of the vertical support frame body 5c or the horizontal support frame bodies 5a, 5b or at the outer end gall side, the lower end of the lath wall surface body 3 is lower than A self-supporting rod leg 7 is provided so as to reach a low position.

【0012】さらに、上記構成の鉄筋支持体Aにおい
て、前記ラス壁面体3を、金網、金属格子、合板、合成
樹脂板又は厚紙の面材とするものである。
Further, in the reinforcing bar support A having the above-mentioned structure, the lath wall surface body 3 is a wire mesh, a metal grid, a plywood, a synthetic resin plate or a cardboard face material.

【0013】[0013]

【発明の実施の形態】本発明の実施の形態を図で以下説
明する。先ず、本発明の法面に縦横格子状に形成するコ
ンクリート吹付け法枠工法について説明する。その構成
は、図1に示すように、法面に縦横格子状に形成するコ
ンクリート吹付け法枠工法におけるものである。そし
て、図3、図4及び図5に示すように、ラス壁面体3の
片面3aに枢着部4を設け、その枢着部4に対して、交
差部6を有し且つ外側寄りに自立棒脚7を備えた鉄筋支
持枠体5を擺動可能に枢支して成るラス折畳み型鉄筋支
持体Aを使用する。
BEST MODE FOR CARRYING OUT THE INVENTION Embodiments of the present invention will be described below with reference to the drawings. First, a concrete spraying method frame construction method of forming a vertical and horizontal lattice on the slope of the present invention will be described. As shown in FIG. 1, the structure is in a concrete spraying method frame construction method in which vertical and horizontal lattices are formed on the slope. Then, as shown in FIGS. 3, 4 and 5, a pivot portion 4 is provided on one surface 3a of the lath wall surface body 3, and an intersection portion 6 is provided with respect to the pivot portion 4 and is self-standing toward the outer side. A lath-folding type rebar support A, which is formed by pivotally supporting a rebar support frame 5 having rod legs 7, is used.

【0014】そして、前記鉄筋支持体Aを、法面1に直
接又は、図1に示すように、法面1に張ったラス網2上
の法枠形成予定位置に、縦法枠11a部分においては前
記ラス壁面体3を縦法枠11aの一側方に寄せて、また
横法枠11b部分においては前記ラス壁面体3を横法枠
11bの傾斜下側に寄せ、各々配列して法枠全体が格子
状になるようにする。そして、前記各鉄筋支持枠体5を
開いて前記自立棒脚7を法面1に載せる(図省略)か又
は刺して(図1及び図2に示す)その鉄筋支持体Aを自
立させる。前記ラス壁面体3を横法枠11bの傾斜下側
に寄せるのは吹き付けたコンクリートを受け止めて内部
に盛り上げる易くするるためである。
Then, the reinforcing bar support A is directly provided on the slope 1 or, as shown in FIG. 1, at a predetermined position for forming a frame on a lath net 2 stretched on the slope 1, at a vertical slope 11a portion. Is to move the lath wall surface body 3 to one side of the vertical frame 11a, and in the horizontal horizontal frame 11b portion, to move the lath wall surface body 3 to the lower side of the inclination of the horizontal horizontal frame 11b, and arrange them to form a legal frame. Make the whole into a grid. Then, each rebar support frame 5 is opened and the self-supporting rod leg 7 is placed on the slope 1 (not shown) or stabbed (shown in FIGS. 1 and 2) to make the rebar support A self-supporting. The reason that the lath wall surface body 3 is moved to the lower side of the slope of the horizontal frame 11b is to receive the sprayed concrete and make it easy to build up inside.

【0015】そして、前記鉄筋支持枠体5の交差部6に
接して各鉄筋支持体Aを繋ぐように鉄筋8を挿通してそ
の各交差部6に前記鉄筋8を針金などの固定部材9で固
定する。そして、前記鉄筋支持体A及び鉄筋8の全体が
埋まるように盛り上げてコンクリート10を吹付けて法
枠を形成する。
Then, the reinforcing bars 8 are inserted so as to contact the crossing portions 6 of the reinforcing bar supporting frame 5 so as to connect the reinforcing bar supports A, and the reinforcing bars 8 are fixed to the respective crossing portions 6 by a fixing member 9 such as wire. Fix it. Then, the reinforcing bar support A and the reinforcing bar 8 are piled up so as to be entirely buried and the concrete 10 is sprayed to form a legal frame.

【0016】さらに、前記上の横支持枠体5aの末端部
12を、吹き付けにより盛り上げた法枠の上部コーナー
に近くに至るように上方に折り曲げ、その折り曲げ上端
部12に当り線13を張設する。
Further, the end portion 12 of the upper horizontal support frame 5a is bent upward so as to come close to the upper corner of the method frame raised by spraying, and a contact line 13 is stretched on the bent upper end portion 12. To do.

【0017】次に、上記各構成のコンクリート吹付け片
側ラス入り法枠工法に使用する片側ラス折畳み型鉄筋支
持体Aについて説明する。その鉄筋支持体Aは、図3、
図4及び図5に示すように、横長なラス壁面体3の片面
3aに横方向間隔置きにその上部と下部に枢着部4を設
ける。そして、それらの枢着部4に、上下二本の横支持
枠体5a,5bの基部5dを擺動可能に枢支するととも
にそれらの横支持枠体5a,5bの中間部位を縦支持枠
体5cで鉄筋配置予定位置に交差させて連結固定する。
Next, the one-sided lath-folding type rebar support A used in the concrete spraying one-sided lath-containing method frame construction method of each of the above constructions will be described. The reinforcing bar support A is shown in FIG.
As shown in FIGS. 4 and 5, on one side 3a of the horizontally long lath wall surface body 3, pivotal attachment portions 4 are provided at upper and lower portions thereof at intervals in the lateral direction. Then, the bases 5d of the upper and lower horizontal support frames 5a and 5b are pivotally supported on the pivotally-attached portions 4 and the intermediate portions of the horizontal support frames 5a and 5b are vertically supported by the vertical support frame 5c. Cross and fix the reinforcing bars at the planned positions.

【0018】前記交差部6は、使用する鉄筋8の数に応
じて設ける。例えば上下二本の鉄筋8を使用する法枠構
造の場合は、図4に示すように、上下二本の平行な横支
持枠体5a,5bに中間一本の縦支持枠体5cを固着し
て二個所の交差部6を形成する。また例えば上下各二本
で四本の鉄筋8を使用する法枠構造の場合は、図3及び
図5に示すように、中間二本の縦支持枠体5cを固着し
て四個所の交差部6を形成する。
The intersections 6 are provided according to the number of reinforcing bars 8 used. For example, in the case of a legal frame structure using two upper and lower reinforcing bars 8, as shown in FIG. 4, an intermediate vertical supporting frame body 5c is fixed to two upper and lower horizontal supporting frame bodies 5a and 5b. To form two intersections 6. Further, for example, in the case of a legal frame structure using four reinforcing bars 8 in upper and lower two, as shown in FIG. 3 and FIG. 6 is formed.

【0019】そして、その縦支持枠体5c又は横支持枠
体5a,5bの外端又は外端胆側寄り部位に前記ラス壁
面体3を立てた時の下端が前記ラス壁面体3の底辺より
低い位置に達するように自立棒脚7を設ける。
When the lath wall surface body 3 is erected at the outer end of the vertical support frame body 5c or the horizontal support frame bodies 5a, 5b or at a portion near the outer end bile side, the lower end is lower than the bottom side of the lath wall surface body 3. The self-supporting rod leg 7 is provided so as to reach the lower position.

【0020】さらに、前記鉄筋支持体Aのラス壁面体3
は、金網、金属格子、合板、合成樹脂板又は厚紙の面材
などの使用が可能である。
Furthermore, the lath wall surface body 3 of the reinforcing bar support A
The wire mesh, metal grid, plywood, synthetic resin plate or cardboard face material can be used.

【0021】なお、前記法枠1間には植物育成用の土を
入れれば、草や樹木などの植物を植えたり種を撒いたり
すると、その植物によりカムフラージュされた自然景観
も実現できる。
If soil for growing plants is inserted between the legal frames 1, a natural landscape camouflaged by the plants can be realized by planting plants such as grass and trees or sowing seeds.

【0022】[0022]

【発明の効果】これまで、下開き湾曲状金属線を金属横
直線で繋いで自立させた鉄筋支持体を用いた従来の蒲鉾
型のコンクリート吹付け工法では強度的な欠点を有し、
また鉄筋支持軸の両側に金属ラス面体を平行に設けた鉄
筋支持体を用いた従来のコンクリート吹付け工法ではコ
スト面での難点を有していた。
EFFECTS OF THE INVENTION Conventionally, the conventional kamaboko-type concrete spraying method using a reinforcing bar support in which downward-opening curved metal wires are connected by metal horizontal straight lines has a strength drawback,
Further, the conventional concrete spraying method using the reinforcing bar support in which the metal lath surface bodies are provided in parallel on both sides of the reinforcing bar support shaft has a difficulty in cost.

【0023】しかし、本発明は以上のようなので、上記
鉄筋支持体Aにより吹き付けコンクリートを線的(鉄筋
支持枠体5及び鉄筋8)及び面的(ラス壁面体)に支持
して法枠全体の強度を高め、同時に両側ではなく片側に
だけラス壁面体を入れることによって、法枠に用いる鉄
筋支持体Aの材料費及び施工手間賃などのコスト削減が
可能となった。そして、厳しい工事価格の要求にも品
質、性能を低下させずに低コストで応じることができる
ようになった。
However, since the present invention is as described above, the sprayed concrete is linearly (reinforcing bar support frame 5 and reinforcing bar 8) and planarly (lath wall surface body) supported by the reinforcing bar support A, and By increasing the strength and at the same time inserting the lath wall body only on one side instead of on both sides, it has become possible to reduce costs such as the material cost and construction labor cost of the reinforcing bar support A used for the legal frame. In addition, it is now possible to meet demanding construction price requirements at low cost without degrading quality and performance.

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

【図1】本発明の法枠工法による法枠構造を示す縦断斜
視図。
FIG. 1 is a vertical cross-sectional view showing a method frame structure by a method frame method of the present invention.

【図2】本発明の法枠工法による法枠構造を示す拡大し
た縦断側面図。
FIG. 2 is an enlarged vertical sectional side view showing a method frame structure by a method frame method of the present invention.

【図3】本発明の型鉄筋支持体を示す斜視図。FIG. 3 is a perspective view showing a type rebar support of the present invention.

【図4】別態様の鉄筋支持体を示す斜視図。FIG. 4 is a perspective view showing a reinforcing bar support of another embodiment.

【図5】また別態様の鉄筋支持体を示す斜視図。FIG. 5 is a perspective view showing a reinforcing bar support of another embodiment.

【図6】従来の(イ)が鉄筋支持体を、(ロ)が法枠の
構造をそれぞれ示す斜視図。
FIG. 6 is a perspective view showing a structure of a reinforcing bar support in (a) and a method frame in (b) of the related art.

【図7】別の従来の(イ)が鉄筋支持体を、(ロ)が法
枠の構造をそれぞれ示す斜視図。
FIG. 7 is a perspective view showing another conventional (a) structure of a reinforcing bar support and (b) a structure of a legal frame.

【図8】また別の従来の鉄筋支持体を示す斜視図。FIG. 8 is a perspective view showing another conventional reinforcing bar support.

【符号の説明】[Explanation of symbols]

1 法面 2 ラス網 3 ラス壁面体 3a ラス壁面体の片面 4 枢着部 5 鉄筋支持枠体 5a 上の横支持枠体 5b 下の横支持枠体 5c 縦支持枠体 5d 上下の横支持枠体の基部 6 交差部 7 自立棒脚 8 鉄筋 9 固定部材 10 コンクリート 11a 縦法枠 11b 横法枠 12 上の横支持枠体の折り曲げ上端部 13 当り線 A 鉄筋支持体 1 slope 2 lath net 3 Lath wall body 3a One side of lath wall body 4 pivot 5 Reinforcing bar support frame Horizontal support frame on 5a 5b horizontal support frame below 5c Vertical support frame 5d Base of upper and lower horizontal support frames 6 intersection 7 Independent sticks 8 rebar 9 fixing member 10 concrete 11a Vertical frame 11b Horizontal frame 12 Bending upper end of the horizontal support frame on 13 hit line A Reinforcing bar support

Claims (4)

(57)【特許請求の範囲】(57) [Claims] 【請求項1】 法面に縦横格子状に形成するコンクリー
ト吹付け法枠工法において、ラス壁面体(3)の片面に
枢着部(4)を設け、その枢着部(4)に対して、交差
部(6)を有し且つ外側寄りに自立棒脚(7)を備えた
鉄筋支持枠体(5)を擺動可能に枢支して成るラス折畳
み型鉄筋支持体(A)を、法面(1)に直接又は法面
(1)に張ったラス網(2)上の法枠形成予定位置に、
縦法枠(11a)部分においては前記ラス壁面体(3)
を縦法枠(11a)の一側方に寄せて、また横法枠(1
1b)部分においては前記ラス壁面体(3)を横法枠
(11b)の傾斜下側に寄せ、各々配列して法枠全体が
格子状になるようにし、前記各鉄筋支持枠体(5)を開
いて前記自立棒脚(7)を法面(1)に載せるか又は刺
してその鉄筋支持体(A)を自立させ、前記鉄筋支持枠
体(5)の交差部(6)に接して鉄筋(8)を挿通して
その各交差部(6)に前記鉄筋(8)を固定部材(9)
で固定し、前記鉄筋支持体(A)及び鉄筋(8)の全体
が埋まるように盛り上げてコンクリート(10)を吹付
けて成るコンクリート吹付け片側ラス入り法枠工法。
1. A concrete spraying frame method for forming a vertical and horizontal lattice on a slope, wherein a pivotal portion (4) is provided on one surface of a lath wall surface body (3), and the pivotal portion (4) is attached to the pivotal portion (4). A lath-folding-type rebar support (A) comprising a rebar support frame (5) having a crossing (6) and having self-supporting rod legs (7) on the outer side so as to be capable of pivoting Directly on the surface (1) or on the lath net (2) stretched on the slope (1) at the planned frame forming position,
In the vertical frame (11a) portion, the lath wall surface body (3)
To the one side of the vertical frame (11a), and the horizontal frame (1
In the portion 1b), the lath wall surface bodies (3) are brought closer to the lower side of the slant of the horizontal frame (11b) and arranged so that the entire frame is in a lattice shape, and the reinforcing bar supporting frame bodies (5) are arranged. Open and place the self-supporting rod leg (7) on the slope (1) or stab it to make the rebar support (A) stand by itself, and contact the cross section (6) of the rebar support frame (5). The reinforcing bar (8) is inserted, and the reinforcing bar (8) is fixed to each intersection (6) of the fixing member (9).
The method of concrete spraying on one side with lath, in which the reinforcing bar support (A) and the reinforcing bar (8) are piled up and sprayed with concrete (10).
【請求項2】 上の横支持枠体(5a)の末端部(1
2)を、吹き付けにより盛り上げた法枠の上部コーナー
に近くに至るように上方に折り曲げ、その折り曲げ上端
部(12)に当り線(13)を張設して成る請求項1記
載のコンクリート吹付け片側ラス入り法枠工法。
2. The end portion (1) of the upper lateral support frame (5a).
The concrete spraying according to claim 1, wherein 2) is bent upward so as to come close to the upper corner of the method frame raised by spraying, and a contact line (13) is stretched at the bent upper end (12). One side lath method frame construction method.
【請求項3】 鉄筋支持体(A)が、横長なラス壁面体
(3)の片面(3a)に横方向間隔置きにその上部と下
部に枢着部(4)を設け、それらの枢着部(4)に、上
下二本の横支持枠体(5a),(5b)の基部(5d)
を擺動可能に枢支するとともにそれらの横支持枠体(5
a),(5b)の中間部位を縦支持枠体(5c)で鉄筋
配置予定位置に交差させて連結固定し、その縦支持枠体
(5c)又は横支持枠体(5a),(5b)の外端又は
外端胆側寄り部位に前記ラス壁面体(3)を立てた時の
下端が前記ラス壁面体(3)の底辺より低い位置に達す
るように自立棒脚(7)を設けて成る請求項1又は2記
載のコンクリート吹付け片側ラス入り法枠工法に使用す
る片側ラス折畳み型鉄筋支持体。
3. Reinforcing bar support (A) is provided on one side (3a) of an oblong lath wall surface body (3) with laterally spaced upper and lower pivoting parts (4), and those pivoting parts are attached. The base (5d) of the upper and lower horizontal support frames (5a) and (5b) is provided in the part (4).
And a lateral support frame (5
The vertical support frame (5c) or the horizontal support frame (5a), (5b) is formed by intersecting the intermediate portions of a) and (5b) with the vertical support frame (5c) so as to intersect the reinforcing bar arrangement planned position and connected and fixed. A self-supporting rod leg (7) is provided so that the lower end of the lath wall surface body (3) standing up at the outer end or a portion near the outer end bile side reaches a position lower than the bottom of the lath wall surface body (3). The one-sided lath-folding type rebar support used in the concrete spraying one-sided lath method frame construction method according to claim 1 or 2.
【請求項4】 ラス壁面体(3)が、金網、金属格子、
合板、合成樹脂板又は厚紙の面材から成る請求項3記載
の片側ラス折畳み型鉄筋支持体。
4. The lath wall surface body (3) comprises a wire mesh, a metal grid,
The one-sided lath folding type rebar support according to claim 3, which is made of a plywood, a synthetic resin plate or a cardboard face material.
JP19567299A 1999-07-09 1999-07-09 Concrete sprayed one-sided lath-filled frame method and one-sided lath folding type reinforcing bar support used in the method Expired - Fee Related JP3443040B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP19567299A JP3443040B2 (en) 1999-07-09 1999-07-09 Concrete sprayed one-sided lath-filled frame method and one-sided lath folding type reinforcing bar support used in the method

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP19567299A JP3443040B2 (en) 1999-07-09 1999-07-09 Concrete sprayed one-sided lath-filled frame method and one-sided lath folding type reinforcing bar support used in the method

Publications (2)

Publication Number Publication Date
JP2001020290A JP2001020290A (en) 2001-01-23
JP3443040B2 true JP3443040B2 (en) 2003-09-02

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Country Link
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Also Published As

Publication number Publication date
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