JP2004218242A - Measurement frame for forming slope frame - Google Patents

Measurement frame for forming slope frame Download PDF

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Publication number
JP2004218242A
JP2004218242A JP2003005356A JP2003005356A JP2004218242A JP 2004218242 A JP2004218242 A JP 2004218242A JP 2003005356 A JP2003005356 A JP 2003005356A JP 2003005356 A JP2003005356 A JP 2003005356A JP 2004218242 A JP2004218242 A JP 2004218242A
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JP
Japan
Prior art keywords
frame
slope
forming
reinforcing bar
members
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
JP2003005356A
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Japanese (ja)
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JP4145669B2 (en
Inventor
Takao Imoto
宝男 井本
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SANWA SENZAI KK
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SANWA SENZAI KK
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Priority to JP2003005356A priority Critical patent/JP4145669B2/en
Publication of JP2004218242A publication Critical patent/JP2004218242A/en
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Abstract

<P>PROBLEM TO BE SOLVED: To rapidly and exremely simply support a reinforcement without fixing the support of the reinforcement to a measurement frame by using a wire. <P>SOLUTION: In the measurement frame D for forming a slope frame in which the reinforcements C are arranged to the slope frame A in a latticed shape and an appearance size for forming lattice-shaped slope-frame beams B to the slope frame is controlled by spraying mortar or concrete to the reinforcements, the measurement frame for forming the slope frame is composed of appearance members 1, in which both ends are directed downwards along the appearance shapes of the slope-frame beams, and reinforcement holding members 3 with holding recessed sections 2, in which top ends are installed at the top sections of the appearance members and which are drooped while being held by dropping the reinforcements in the intermediate sections of the sections 2. <P>COPYRIGHT: (C)2004,JPO&NCIPI

Description

【0001】
【発明の属する技術分野】
この発明は、オープンカット工法などにより造成した高速道路などの法面や各種施設などに面する傾斜した法面枠或いは崩壊のおそれのある急傾斜地などの斜面安定工(緑化のためなどにも)の現場打ち工法の法枠梁を形成する際の外観寸法を規制する法枠形成用の検測枠に関する。
【0002】
【従来の技術及びその課題】
法面に格子状に鉄筋を配筋し、この鉄筋にモルタルまたはコンクリートを吹き付けて法面に格子状の法枠梁を形成するための外観寸法を規制する法枠形成用の検測枠の従来技術としては、特開平8−74261号公報に示すように、並列する第1部材同志を第2部材を介し連結し、左右の第2部材に鉄筋保持部材を架設(横架)して構成されている。
【0003】
法面に配筋した鉄筋は、持ち上げて上方の鉄筋保持部材に当接させながら、鉄筋を鉄筋保持部材と針金を介し結束するようになっている。
【0004】
このような方式によると、鉄筋保持部材に対し針金を介し鉄筋を結束するので、鉄筋の保持作業に著しく手数がかかって大幅なコストアップになると共に、急傾斜地の結束作業に危険がともなうなどの問題もあった。
【0005】
そこで、この発明は、検測枠に対する鉄筋の支持作業が極めて簡単にできて大幅な作業能率の向上をはかるようにすることにある。
【0006】
【課題を解決するための手段】
上記の課題を解決するために、この発明は、法面に格子状に鉄筋を配筋し、この鉄筋にモルタルまたはコンクリートを吹き付けて法面に格子状の法枠梁を形成するための外観寸法を規制する法枠形成用の検測枠であって、上記法枠形成用の検測枠を、法枠梁の外観形状に沿って両端が下方に向く外観部材と、この外観部材の頂部に上端を取付けて垂設すると共に、途中に上記鉄筋を落し込みにより保持する保持凹入部を有する鉄筋保持部材とで構成した検測枠を採用する。
【0007】
また、前記外観部材が、鉄筋保持部材の上端同志を連結する連結部材に取付けて少なくとも二本並設した構成や、前記鉄筋保持部材が、外観部材の頂部から二本垂設した構成を採用することもある。
【0008】
【発明の実施の形態】
この発明の実施の形態を添付図面に基づいて説明する。
【0009】
この発明の第1の実施形態では、図1から図4に示すように、法面Aに形成しようとする法枠梁Bの外観形状に沿って両端(接地端)が下方に向く外観部材1と、この外観部材1の頂部に上端を例えばスポット溶接などにより固定して取付けて下方に垂設すると共に、途中に鉄筋Cを落し込みにより保持する保持凹入部2を有する鉄筋保持部材3とで法枠形成用の検測枠Dを形成する。
【0010】
上記の外観部材1は、図示の場合略半弧状の法枠梁Bの外周面に沿う略半弧状に屈曲したが、法枠梁Bの形状、例えば台形の場合台形に沿う形状に屈曲すればよい。
【0011】
そして、外観部材1は、図示の場合金属製の線材を屈曲して用いたが、例えば金属製の帯板などを屈曲して使用することもある。
【0012】
また、上記の保持凹入部2は、図示のように、鉄筋保持部材3の途中をU字状に屈曲すると共に、U字状の屈曲による開口が斜め上方に、底が斜め下方に位置して、落し込んだ鉄筋Cの振動その他の原因によって脱出を防止するようになっている。
【0013】
そして、鉄筋保持部材3も図示の場合外観部材1と同様に金属製の線材を屈曲して用いたが、金属製の帯板を屈曲したり、或いは保持凹入部2をプレスによって打ち抜いた金属製などの板材であってもよい。
【0014】
なお、凹入部2は、図1、2に示すように、1本の鉄筋保持部材3の上下に配置したが、限定されず、図5に示すように左右に並設した2本の鉄筋保持部材3のそれぞれの途中で、2本の鉄筋Cが上下に配筋されるように設ける以外に、図6に示すように、並設した2本の鉄筋保持部材3のそれぞれの途中上下に2個所設けて、計4本の鉄筋Cを配筋するようにしてもよい。
【0015】
次に上記検測枠Dの使用方法を説明する。
【0016】
まず、法面の法枠梁の構築線上に鉄筋Cを置いたのち、検測枠Dの外観部材1が鉄筋Cを跨ぐようにしながら、外観部材1の両端を接地する。
【0017】
しかして、持ち上げた鉄筋Cを図2に示すように鉄筋保持部材3の凹入部2に落し込む。
【0018】
以上の作業の繰り返しによって鉄筋Cの所定間隔位置に検測枠Dを配置しながら、各凹入部2に鉄筋Cを落し込んで、法面Aに対し鉄筋Cを浮上させる。
【0019】
なお、法面Aに前もって金網(図示省略)を敷くこともある。
【0020】
その後にモルタルまたはコンクリートの吹付材5をポンプアップによりホースの先端ノズルから鉄筋Cに向けて吹き付けながら、図4に示すように格子状の法枠梁Bを構築する。
【0021】
その際、吹き付けるモルタルまたはコンクリートの吹付材5の幅及び高さの目安が検測枠Dによって察知できる。
【0022】
当然、検測枠Dは、法枠梁B内に埋設させておく。
【0023】
この発明の第2の実施形態では、図7から図9に示すように、第1の実施形態の検測枠Dを構成する外観部材1が少なくとも二本並設してある。
【0024】
並列する少なくとも二本の並列外観部材1、1は、凹入部2を有する並列鉄筋保持部材3、3の上端を連結する連結部材11にスポット溶接により固定してある。
【0025】
なお、図7に示す場合、並列外観部材1、1に補助脚部材12を設けたが、図9に示すように必ずしも必要としない。
【0026】
当然、鉄筋保持部材3は、外観部材1の両端部に並設(図6に示すような)することも可能で、凹入部2の1個所に限定されない。
【0027】
外観部材1の並列検測枠Dの使用方法は、第1の実施形態と同様につき説明を省略する。
【0028】
すると、並列外観部材1によって法面に対し検測枠Dを安定よく起立させることができる。
【0029】
なお、図2、5、6、7及び図9に示すように、鉄筋保持部材3の下端を外観部材1の両端を結ぶ線上に合致させておくと、法面Aに鉄筋保持部材3の下端が接地して、保持鉄筋Cの重量による外観部材1の変形をなくすることができる。
【0030】
【発明の効果】
以上のように、この発明の検測枠によれば、凹入部に鉄筋を落し込んで鉄筋保持部材に鉄筋を保持させるようにしてあるので、鉄筋保持部材に鉄筋を針金を介し取付ける(保持させる)作業が不要になる。
【0031】
このため、検測枠に対する鉄筋の保持作業が極めて能率よく行なうことができる。
【0032】
また、外観部材の並設によって立てた検測枠を安定よく起立させて作業性の著しい向上をはかることもできる。
【図面の簡単な説明】
【図1】この発明の第1の実施形態の検測枠を示す斜視図
【図2】同上の正面図
【図3】検測枠の使用例の平面図
【図4】法枠梁の縦断正面図
【図5】鉄筋保持部材の他の例を示す正面図
【図6】同正面図
【図7】第2の実施形態の検測枠を示す斜視図
【図8】同上の使用を示す平面図
【図9】鉄筋保持部材の他の例を示す斜視図
【符号の説明】
A 法面
B 法枠梁
C 鉄筋
D 検測枠
1 外観部材
2 凹入部
3 鉄筋保持部材
5 吹付材
11 連結部材
[0001]
TECHNICAL FIELD OF THE INVENTION
The present invention relates to a slope stabilization method for slopes such as a slope such as a highway created by an open cut method or various facilities, or a steep slope having a possibility of collapse (for greening, etc.). The present invention relates to an inspection frame for forming a legal frame that regulates external dimensions when forming a legal frame beam of the in-situ construction method.
[0002]
[Prior art and its problems]
A conventional inspection frame for the formation of a legal frame that regulates the external dimensions for arranging reinforcing bars in a grid on the slope and spraying mortar or concrete on this reinforcing bar to form a grid-shaped frame beam on the slope As a technique, as shown in Japanese Patent Application Laid-Open No. Hei 8-74261, the first members arranged in parallel are connected via a second member, and a reinforcing member holding member is erected (laterally) on the left and right second members. ing.
[0003]
The rebar arranged on the slope is lifted and brought into contact with the upper rebar holding member, while binding the rebar to the rebar holding member via a wire.
[0004]
According to such a method, the rebar is tied to the rebar holding member via a wire, so that the work of holding the rebar takes a considerable amount of time, resulting in a significant increase in cost and a danger of binding the steep terrain. There were also problems.
[0005]
SUMMARY OF THE INVENTION Accordingly, an object of the present invention is to make it possible to extremely easily perform a work of supporting a reinforcing bar with respect to a measurement frame and to greatly improve work efficiency.
[0006]
[Means for Solving the Problems]
In order to solve the above-mentioned problems, the present invention provides a reinforcing bar in a grid pattern on a slope, and mortar or concrete is sprayed on the reinforcing bar to form an outer dimension for forming a grid-shaped frame beam on the slope. The inspection frame for the formation of a legal frame that regulates the above, the inspection frame for the formation of the legal frame, an external member whose both ends face down along the external shape of the legal frame beam, at the top of this external member An inspection frame composed of a rebar holding member having a holding recessed portion for holding the rebar by dropping in the middle while attaching and suspending the upper end is adopted.
[0007]
In addition, a configuration is adopted in which at least two exterior members are attached to a connecting member that connects upper ends of the reinforcing bar holding members, and at least two exterior reinforcing members are vertically suspended from the top of the exterior member. Sometimes.
[0008]
BEST MODE FOR CARRYING OUT THE INVENTION
An embodiment of the present invention will be described with reference to the accompanying drawings.
[0009]
In the first embodiment of the present invention, as shown in FIGS. 1 to 4, an external member 1 having both ends (grounding ends) facing downward along the external shape of a normal frame beam B to be formed on a side surface A. And a rebar holding member 3 having a holding recess 2 for holding the rebar C by dropping in the middle while fixing and attaching the upper end to the top of the exterior member 1 by, for example, spot welding or the like, and vertically hanging the rebar C in the middle. An inspection frame D for forming a legal frame is formed.
[0010]
The external appearance member 1 is bent in a substantially semi-arc shape along the outer peripheral surface of the substantially semi-arc shaped frame beam B in the illustrated case, but if the shape of the normal frame beam B, for example, in the case of a trapezoid, is bent in a trapezoidal shape, Good.
[0011]
In the illustrated example, the external member 1 is formed by bending a metal wire rod. However, for example, a metal strip may be used by bending.
[0012]
Further, as shown in the drawing, the holding recessed portion 2 has a U-shaped bend in the middle of the reinforcing bar holding member 3 and an opening formed by the U-shaped bend is positioned diagonally upward and the bottom is positioned diagonally downward. The escape of the dropped reinforcing bar C is prevented by vibration or other causes.
[0013]
In the illustrated case, the reinforcing rod holding member 3 is formed by bending a metal wire in the same manner as the appearance member 1, but is formed by bending a metal strip or punching out the holding recess 2 by pressing. And the like.
[0014]
In addition, although the recessed part 2 was arrange | positioned above and below one rebar holding member 3 as shown in FIG. 1, 2, it is not limited, As shown in FIG. In the middle of each of the members 3, in addition to the two reinforcing bars C being provided so as to be arranged vertically, as shown in FIG. A total of four reinforcing bars C may be arranged at the locations.
[0015]
Next, a method of using the inspection frame D will be described.
[0016]
First, after the reinforcing bar C is placed on the construction line of the sloping beam on the slope, both ends of the outer member 1 are grounded while the outer member 1 of the inspection frame D straddles the reinforcing bar C.
[0017]
Then, the lifted rebar C is dropped into the recess 2 of the rebar holding member 3 as shown in FIG.
[0018]
By repeating the above operation, the reinforcing bars C are dropped into the recessed portions 2 while the inspection frames D are arranged at predetermined intervals of the reinforcing bars C, and the reinforcing bars C are floated on the slope A.
[0019]
A wire mesh (not shown) may be laid on the slope A in advance.
[0020]
Thereafter, a mortar or concrete blasting material 5 is sprayed from the nozzle at the tip of the hose toward the reinforcing bar C by pump-up, and a grid-shaped normal frame beam B is constructed as shown in FIG.
[0021]
At this time, the standard of the width and height of the mortar or concrete spraying material 5 to be sprayed can be detected by the inspection frame D.
[0022]
Naturally, the inspection frame D is buried in the normal frame beam B.
[0023]
In the second embodiment of the present invention, as shown in FIGS. 7 to 9, at least two exterior members 1 constituting the inspection frame D of the first embodiment are arranged side by side.
[0024]
At least two side-by-side parallel appearance members 1 and 1 are fixed by spot welding to a connecting member 11 that connects the upper ends of the parallel reinforcing bar holding members 3 and 3 having the concave portions 2.
[0025]
In addition, in the case shown in FIG. 7, the auxiliary leg members 12 are provided on the side-by-side appearance members 1 and 1, but are not necessarily required as shown in FIG. 9.
[0026]
Naturally, the rebar holding members 3 can be provided side by side (as shown in FIG. 6) at both ends of the external appearance member 1, and are not limited to one location of the concave portion 2.
[0027]
The method of using the parallel inspection frame D of the exterior member 1 is the same as in the first embodiment, and a description thereof will be omitted.
[0028]
Then, the inspection frame D can be stably stood upright with respect to the slope by the parallel appearance member 1.
[0029]
As shown in FIGS. 2, 5, 6, 7 and 9, when the lower end of the reinforcing bar holding member 3 is aligned with a line connecting both ends of the external appearance member 1, the lower end of the reinforcing bar holding member 3 is attached to the slope A. Is grounded, so that deformation of the appearance member 1 due to the weight of the holding reinforcing bar C can be eliminated.
[0030]
【The invention's effect】
As described above, according to the inspection frame of the present invention, since the reinforcing steel is dropped into the recessed portion and the reinforcing steel is held by the reinforcing steel holding member, the reinforcing steel is attached to the reinforcing steel holding member via a wire (to be held). ) No work is required.
[0031]
For this reason, the work of holding the reinforcing bar with respect to the inspection frame can be performed extremely efficiently.
[0032]
In addition, the inspection frame set up by the juxtaposition of the exterior members can be stably stood up, and the workability can be remarkably improved.
[Brief description of the drawings]
FIG. 1 is a perspective view showing an inspection frame according to a first embodiment of the present invention; FIG. 2 is a front view of the same; FIG. 3 is a plan view of an example of use of the inspection frame; FIG. FIG. 5 is a front view showing another example of the reinforcing bar holding member. FIG. 6 is a front view showing the same. FIG. 7 is a perspective view showing the inspection frame of the second embodiment. FIG. FIG. 9 is a perspective view showing another example of the reinforcing bar holding member.
Reference Signs List A Slope B Slope C Rebar D Inspection frame 1 Exterior member 2 Recess 3 Reinforcing bar holding member 5 Spraying material 11 Connecting member

Claims (3)

法面に格子状に鉄筋を配筋し、この鉄筋にモルタルまたはコンクリートを吹き付けて法面に格子状の法枠梁を形成するための外観寸法を規制する法枠形成用の検測枠であって、上記法枠形成用の検測枠を、法枠梁の外観形状に沿って両端が下方に向く外観部材と、この外観部材の頂部に上端を取付けて垂設すると共に、途中に上記鉄筋を落し込みにより保持する保持凹入部を有する鉄筋保持部材とで構成したことを特徴とする法枠形成用の検測枠。It is a test frame for the formation of a legal frame for arranging reinforcing bars in a grid on the slope and spraying mortar or concrete on the reinforcing bar to control the external dimensions for forming a grid-shaped frame beam on the slope. The inspection frame for forming the legal frame is provided with an external member whose both ends face downward along the external shape of the legal frame beam, an upper end attached to the top of the external member, and And a reinforcing bar holding member having a holding recess for holding the frame by dropping. 前記外観部材が、鉄筋保持部材の上端同志を連結する連結部材に取付けて少なくとも二本並設したことを特徴とする請求項1に記載の法枠形成用の検測枠。The inspection frame for forming a legal frame according to claim 1, wherein at least two exterior members are attached to a connecting member that connects upper ends of the reinforcing bar holding members and are arranged side by side. 前記鉄筋保持部材が、外観部材の頂部から二本垂設したことを特徴とする請求項1に記載の法枠形成用の検測枠。The inspection frame for forming a legal frame according to claim 1, wherein two of the reinforcing bar holding members are vertically provided from the top of the external appearance member.
JP2003005356A 2003-01-14 2003-01-14 Inspection frame for legal frame formation Expired - Fee Related JP4145669B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
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Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP2003005356A JP4145669B2 (en) 2003-01-14 2003-01-14 Inspection frame for legal frame formation

Publications (2)

Publication Number Publication Date
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JP4145669B2 JP4145669B2 (en) 2008-09-03

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Country Status (1)

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