JPH08239846A - Arranging method for reinforcing bar of underground outer wall skeleton - Google Patents

Arranging method for reinforcing bar of underground outer wall skeleton

Info

Publication number
JPH08239846A
JPH08239846A JP7046884A JP4688495A JPH08239846A JP H08239846 A JPH08239846 A JP H08239846A JP 7046884 A JP7046884 A JP 7046884A JP 4688495 A JP4688495 A JP 4688495A JP H08239846 A JPH08239846 A JP H08239846A
Authority
JP
Japan
Prior art keywords
bars
vertical
unit
bar unit
horizontal
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
JP7046884A
Other languages
Japanese (ja)
Other versions
JP2912563B2 (en
Inventor
Koichi Iwanami
光一 岩波
Toshio Kiuchi
利夫 木内
Toru Shinozaki
徹 篠崎
Toru Kageyama
亨 景山
Yasuki Katsuki
泰樹 香月
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.)
Toda Corp
Original Assignee
Toda Corp
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 Toda Corp filed Critical Toda Corp
Priority to JP7046884A priority Critical patent/JP2912563B2/en
Publication of JPH08239846A publication Critical patent/JPH08239846A/en
Application granted granted Critical
Publication of JP2912563B2 publication Critical patent/JP2912563B2/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

Links

Abstract

PURPOSE: To improve workability and execution property by erecting a vertical bar unit held by the holding device of a traveling vehicle along an earth retaining wall, arranging vertical bars, hooking a horizontal bar unit on a vertical bar hook tool, and arranging horizontal bars. CONSTITUTION: Joint bars 3 are protruded on a concrete foundation 2 at proper intervals along an earth retaining wall 1, and a vertical bar unit 6 is held by the holding device 5 of a traveling vehicle 4. The arm 7 of the holding device 5 is installed at the prescribed height, a holding tool 9 is rotated by a cylinder 8 at the tip, and a hook 9a is hooked on the connecting bar 6a of the vertical bar unit 6. A lock pin is fitted to a fixed plate protruded with the hook 9a, and the lock pin is kept in the protruded state when the vertical bar unit 6 is hooked. The vertical bar unit 6 is erected and connected to the joint bars 3, the upper section is supported by a pressing material, and vertical bars 6b of the vertical bar unit 6 are arranged along the earth retaining wall 1. Horizontal bars are likewise arranged, a formwork is assembled along these reinforcing bars, and concrete is placed in it to form an underground outer wall frame body.

Description

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

【0001】[0001]

【産業上の利用分野】本発明は地下外壁躯体の鉄筋の配
筋方法に関するものである。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a method for arranging reinforcing bars in an underground wall structure.

【0002】[0002]

【従来の技術】一般に、地下外壁躯体は構造上重要な部
分であり、周辺の土圧を受けるため配筋量も多い。
2. Description of the Related Art In general, an underground wall structure is an important structural part and receives a large amount of earth pressure in the surrounding area, so that it has a large amount of reinforcement.

【0003】この施工は山止め材が障害となって大型部
材の搬入、取り付けが困難で、かつ地下外壁躯体の階高
も高いため、人力を主体とした足場作業で行なわれてい
た。
This construction was carried out by a manpower-based scaffolding work because it is difficult to carry in and install large members due to obstacles to the mountain stoppers and the floor height of the underground wall structure is high.

【0004】この作業において配筋は、図10に示すよ
うに2〜3人が1組となって、足場20越しに1本づつ
鉄筋30を受け渡して行なっていた。
[0004] In this work, as shown in FIG. 10, the reinforcing bar 30 was arranged by a group of 2 to 3 people, and the reinforcing bars 30 were passed over the scaffold 20 one by one.

【0005】[0005]

【発明が解決しようとする課題】しかし、上記のような
鉄筋の配筋方法は人力主体の作業であるため、作業性が
悪いばかりでなく、乗入れ構台の下などは非常に施工性
が悪かった。また、この作業は上記のように、人が足場
越しに1本づつ鉄筋を受け渡して行なっていたため、作
業者にとっては非常な苦痛を伴う作業であった。
However, since the above-mentioned method of arranging the reinforcing bars is mainly human-powered work, not only the workability is poor, but also the workability under the boarding gantry is very poor. . In addition, as described above, this work was extremely painful for the worker because the person handed over the reinforcing bars one by one over the scaffolding.

【0006】本発明は、このような問題に鑑みてなされ
たものであり、その目的は、作業性及び施工性の向上を
図ると共に、作業者の作業を軽減するための地下外壁躯
体の鉄筋の配筋方法を提供することである。
The present invention has been made in view of the above problems, and an object thereof is to improve the workability and the workability, and at the same time, to improve the workability and workability of the rebar of the underground outer wall skeleton. It is to provide a arranging method.

【0007】[0007]

【課題を解決するための手段】以上の課題を達成するた
めの本発明の地下外壁躯体の鉄筋の配筋方法は、根切り
部の山止め壁に沿って構築される地下外壁躯体の鉄筋の
配筋方法であって、走行車の把持装置で把持した縦筋ユ
ニットを前記山止め壁に沿って建て込んで縦筋を配筋し
た後、前記走行車の把持装置で把持した横筋ユニットを
前記縦筋に掛け止めして横筋を配筋したことを特徴と
し、前記縦筋ユニットは横筋ユニットを掛け止めする掛
止具を備えていることを特徴とし、前記把持装置はアー
ムと、該アームの先端に取外自在に設けた把持具とから
構成され、該把持具は鉄筋ユニットが掛け止めされるフ
ックをフレームから突設し、前記フックを挟んだフレー
ムの上下に揺止バーを設けてなることを特徴とする構成
にすることである。
[Means for Solving the Problems] The method for arranging the reinforcing bars of the underground outer wall structure of the present invention to achieve the above-mentioned object is a method of reinforcing the reinforcing bars of the underground wall structure constructed along the retaining wall of the root cutting part. A method for arranging a bar, wherein a vertical bar unit gripped by a gripping device of a traveling vehicle is built along the mountain retaining wall to arrange vertical bars, and then a horizontal bar unit gripped by a gripping device of the traveling vehicle is The vertical streak unit is characterized in that the horizontal streak is arranged to be hooked on the vertical streak, the vertical streak unit is provided with a hooking device for stopping the horizontal streak unit, and the gripping device is provided with an arm and an arm of the arm. The gripping tool is detachably provided at the tip, and the gripping tool is provided with a hook from which the reinforcing bar unit is hooked, protruding from the frame, and rocking bars provided above and below the frame sandwiching the hook. It is to make it the composition characterized by that.

【0008】[0008]

【作用】走行車の把持装置で把持した縦筋ユニットを山
止め壁に沿って建て込んで縦筋を配筋した後、前記走行
車の把持装置で把持した横筋ユニットを前記縦筋に掛け
止めして横筋を配筋したことにより、作業性及び施工性
の向上を図ることができる。
After the vertical streak unit gripped by the gripping device of the traveling vehicle is built along the mountain retaining wall to arrange the vertical streaks, the horizontal streak unit gripped by the gripping device of the traveling vehicle is hooked on the vertical streak. By arranging the horizontal bars, workability and workability can be improved.

【0009】また、縦筋ユニットに備えた掛止具に横筋
ユニットを掛け止めすることにより横筋を容易に配筋で
きる。
Further, the horizontal stripes can be easily arranged by hooking the horizontal stripes unit on the latch provided in the vertical stripe unit.

【0010】また、アームと把持具とからなる把持装置
により、鉄筋ユニットの運搬及び配筋作業を行えるの
で、作業者を重労働から開放できる。
Further, since the gripping device including the arm and the gripper can carry the reinforcing bar unit and perform the bar arrangement work, the worker can be released from heavy labor.

【0011】また、走行車の把持装置で鉄筋を配筋する
ことにより、足場の設置、解体、盛り替え作業などが不
要となり、現場をより広く、かつ整然と使用でき、安全
管理も容易となる。
Further, by arranging the reinforcing bars by the gripping device of the traveling vehicle, scaffold installation, dismantling, refilling work, etc. are not required, and the site can be used widely and in an orderly manner, and safety management is facilitated.

【0012】[0012]

【実施例】以下、地下外壁躯体の鉄筋の配筋方法につい
て図面に基づいて詳細に説明する。図1〜図5は地下外
壁躯体の鉄筋の配筋方法について示した断面図である。
[Embodiment] The method for arranging the reinforcing bars of the underground wall structure will be described in detail below with reference to the drawings. 1 to 5 are cross-sectional views showing a method of arranging the reinforcing bars of the underground wall structure.

【0013】本実施例は、山止め壁の周囲に沿って地下
外壁躯体を構築する場合について説明する。図1に示す
ように、コンクリート基礎2には山止め壁1に沿って差
し筋3が適宜間隔ごとに突設されている。
In the present embodiment, a case will be described in which a subterranean outer wall frame is constructed along the periphery of a retaining wall. As shown in FIG. 1, the reinforcing bars 3 are provided on the concrete foundation 2 along the retaining wall 1 at appropriate intervals.

【0014】そして、同図に示すように、まず走行車4
の把持装置5で地下外壁躯体の縦筋ユニット6を把持す
る。
Then, as shown in FIG.
The vertical stripe unit 6 of the underground wall structure is gripped by the gripping device 5 of FIG.

【0015】これは、図2に示すように、把持装置5の
アーム7を所定の高さに設置するとともに、先端のシリ
ンダ8で把持具9を回転させてフック9aを縦筋ユニッ
ト6の連結筋6aに引っ掛ける。
As shown in FIG. 2, the arm 7 of the gripping device 5 is installed at a predetermined height and the cylinder 8 at the tip rotates the gripping tool 9 to connect the hook 9a to the vertical streak unit 6. Hook on the muscle 6a.

【0016】この把持具9は縦筋ユニット用であり、ア
ーム7の先端に取外自在に取り付けられている。
The gripping tool 9 is for a vertical streak unit and is detachably attached to the tip of the arm 7.

【0017】把持具9は、図8に示すように、フレーム
10の中央部に突設したフック9aと、これを挟んだフ
レーム10の上下に設けた揺止バー11とから構成され
ている。
As shown in FIG. 8, the gripping tool 9 is composed of a hook 9a protruding from the center of the frame 10 and rocking bars 11 provided above and below the frame 10 sandwiching the hook 9a.

【0018】前記フック9aの突設された固定板17に
はロックピン9bが出没自在に取り付けられ、縦筋ユニ
ット6が掛け止めされると突出するようになっている。
A lock pin 9b is removably attached to the fixed plate 17 on which the hook 9a is provided so as to project, when the vertical streak unit 6 is locked.

【0019】また揺止バー11はフック9aに掛け止め
された縦筋ユニット6の回転を防止するものであり、横
方向へのずれを防止する止片18が突設されている。
The rocking bar 11 is for preventing the vertical streak unit 6 which is hooked on the hook 9a from rotating, and is provided with a stop piece 18 for preventing lateral displacement.

【0020】前記縦筋ユニット6は、図6の(1)に示
すように、4本の縦筋6bを連結筋6aで接続し、その
長さ方向に横筋ユニット12を引っかける掛止具13を
備えている。
As shown in (1) of FIG. 6, the vertical streak unit 6 has four vertical streaks 6b connected by a connecting streak 6a, and a hook 13 for hooking the horizontal streak unit 12 in the longitudinal direction thereof. I have it.

【0021】この掛止具13は、図9の(1)に示すよ
うに、コ字形の挟持具13aが掛止片13bを備え、該
掛止片13bの先端には結束ピン13cが、その反対側
には締付ボルト13dがそれぞれ取り付けられている。
As shown in (1) of FIG. 9, the latch 13 has a U-shaped holding tool 13a provided with a latching piece 13b, and a binding pin 13c is attached to the tip of the latching piece 13b. Tightening bolts 13d are attached to the opposite sides.

【0022】そして、同図の(2)に示すように、挟持
具13を縦筋6bに嵌めた後、掛止片13bを結束ピン
13cで結束して締付ボルト13dで固定する。この結
束ピン13cと締付ボルト13dは、縦筋6bのリブ6
cに掛け止められるので掛止具13がずれ落ちるという
ことがない。
Then, as shown in (2) of the same drawing, after the holding tool 13 is fitted on the vertical line 6b, the hooking piece 13b is bound by the binding pin 13c and fixed by the tightening bolt 13d. The binding pin 13c and the tightening bolt 13d are provided on the rib 6 of the vertical stripe 6b.
Since it is hooked on c, the hook 13 does not slip off.

【0023】次に、図3に示すように、縦筋ユニット6
を建て込んで差し筋3に接合するとともに、その上部を
押え材14で支持する。そして、縦筋ユニット6を山止
め壁1に沿って順次建て込んで山止め壁1の周囲に縦筋
を配筋する。
Next, as shown in FIG. 3, the vertical stripe unit 6
Is embedded and joined to the bar 3, and the upper portion thereof is supported by the pressing member 14. Then, the vertical streak units 6 are sequentially built along the mountain stopper wall 1 to arrange the vertical stripes around the mountain stopper wall 1.

【0024】次に、前記縦筋ユニット用の把持具9を取
り外して、図9に示すような横筋ユニット用の把持具1
5を取り付ける。
Next, the gripper 9 for the vertical streak unit is removed, and the gripper 1 for the horizontal streak unit as shown in FIG.
Attach 5.

【0025】この把持具15は2枚の平板16の中央部
にフック16aが設けられ、平板16の上下部が、横筋
ユニット12の回転防止をする揺止バー11の役目をし
ている。
In this gripping tool 15, a hook 16a is provided at the center of two flat plates 16, and the upper and lower parts of the flat plates 16 serve as a rocking bar 11 for preventing the horizontal bar unit 12 from rotating.

【0026】また、前記横筋ユニット12は、図7の
(2)に示すように、縦筋ユニット6と同一の構成であ
る。
The horizontal streak unit 12 has the same structure as the vertical streak unit 6, as shown in FIG. 7B.

【0027】そして、図4に示すように、縦筋ユニット
6と同様の方法で横筋ユニット12を把持して縦筋6b
の掛止具13に掛け止めする。
Then, as shown in FIG. 4, the horizontal streak unit 12 is gripped in the same manner as the vertical streak unit 6 to hold the vertical streak 6b.
Hang it on the hooking tool 13 of.

【0028】このように、横筋ユニット12を縦筋6a
の上方向に掛け止めし、これを山止め壁1に沿って順次
進めることによって横筋の配筋を行なう。
Thus, the horizontal streak unit 12 is connected to the vertical streak 6a.
The bar is laid in the upper direction, and it is sequentially advanced along the mountain stopper wall 1 to arrange the horizontal streaks.

【0029】また、横筋ユニット12は、前記横筋ユニ
ット用の把持具15のみでなく、縦筋ユニット用の把持
具9でも把持することができる。さらに、前記と同様
に、縦筋ユニット6も横筋ユニット用の把持具15で把
持することができる。
Further, the horizontal streak unit 12 can be gripped not only by the gripping tool 15 for the horizontal streak unit but also by the gripping tool 9 for the vertical streak unit. Further, similarly to the above, the vertical streak unit 6 can also be gripped by the gripper 15 for the horizontal streak unit.

【0030】このように、縦筋および横筋を配筋した後
に、これらの鉄筋に沿って型枠を組み立て、その中にコ
ンクリートを打設することにより地下外壁枠体を構築す
ることができる。
As described above, after arranging the vertical bars and the horizontal bars, a formwork is assembled along these reinforcing bars, and concrete is placed in the formwork to construct a subterranean outer wall frame body.

【0031】[0031]

【発明の効果】走行車の把持装置で把持した縦筋ユニッ
トを山止め壁に沿って建て込んで縦筋を配筋した後、前
記走行車の把持装置で把持した横筋ユニットを前記縦筋
に掛け止めして横筋を配筋したことにより、作業性及び
施工性の向上を図ることができる。
EFFECTS OF THE INVENTION A vertical streak unit gripped by a gripping device of a traveling vehicle is installed along a mountain retaining wall to arrange a vertical streak, and then a horizontal streak unit gripped by a gripping device of the traveling vehicle is attached to the vertical streak. The workability and the workability can be improved by arranging the horizontal stirrups by fastening them.

【0032】縦筋ユニットに備えた掛止具に横筋ユニッ
トを掛け止めすることにより横筋を容易に配筋できる。
The horizontal streak can be easily arranged by hooking the horizontal streak unit on the hooking tool provided in the vertical streak unit.

【0033】アームと把持具とからなる把持装置によ
り、鉄筋ユニットの運搬及び配筋作業が行えるので作業
者を重労働から開放できる。
Since the gripping device composed of the arm and the gripping tool can carry the reinforcing bar unit and carry out the work of arranging, the worker can be released from heavy labor.

【0034】走行車の把持装置で鉄筋を配筋することに
より、足場の設置、解体、盛り替え作業などが不要とな
り、現場をより広く、かつ整然と使用でき、安全管理も
容易となる。
By arranging the reinforcing bars with the gripping device of the traveling vehicle, scaffolding installation, dismantling, refilling work, etc. are unnecessary, and the site can be used widely and in an orderly manner, and safety management is facilitated.

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

【図1】把持装置で縦筋ユニットを把持した走行車の側
面図である。
FIG. 1 is a side view of a traveling vehicle in which a vertical streak unit is gripped by a gripping device.

【図2】把持装置で縦筋ユニットを把持する走行車の側
面図である。
FIG. 2 is a side view of a traveling vehicle that grips a vertical streak unit with a gripping device.

【図3】縦筋ユニットを配筋した山止め壁の断面図であ
る。
FIG. 3 is a cross-sectional view of a mountain stopper wall in which vertical stirrer units are arranged.

【図4】把持装置で横筋ユニットを把持した走行車の側
面図である。
FIG. 4 is a side view of the traveling vehicle in which the lateral streak unit is gripped by the gripping device.

【図5】縦筋に横筋ユニットを配筋した断面図である。FIG. 5 is a cross-sectional view in which a horizontal bar unit is arranged on a vertical bar.

【図6】(1)は掛止具の斜視図、(2)は掛止具を縦
筋に取り付けた横断面図、(3)は掛止具を縦筋に取り
付けた縦断面図である。
6 (1) is a perspective view of a latch, FIG. 6 (2) is a cross-sectional view in which the latch is attached to a vertical bar, and FIG. .

【図7】(1)は縦筋ユニットの正面図、(2)は横筋
ユニットの正面図である。
7 (1) is a front view of a vertical streak unit, and FIG. 7 (2) is a front view of a horizontal streak unit.

【図8】縦筋ユニット用の把持具の斜視図である。FIG. 8 is a perspective view of a gripping tool for a vertical streak unit.

【図9】横筋ユニット用の把持具の斜視図である。FIG. 9 is a perspective view of a gripping tool for a transverse muscle unit.

【図10】従来の地下外壁躯体の鉄筋の配筋方法を示す
斜視図である。
FIG. 10 is a perspective view showing a conventional method for arranging reinforcing bars of an underground wall structure.

【符号の説明】[Explanation of symbols]

1 山止め壁 2 コンクリート基礎 3 差し筋 4 走行車 5 把持装置 6 縦筋ユニット 7 アーム 8 シリンダ 9、15 把持具 10 フレーム 11 揺止バー 12 横筋ユニット 13 掛止具 16 平板 DESCRIPTION OF SYMBOLS 1 Mountain stop wall 2 Concrete foundation 3 Reinforcing bar 4 Traveling vehicle 5 Gripping device 6 Vertical streak unit 7 Arm 8 Cylinder 9, 15 Gripping tool 10 Frame 11 Rocking bar 12 Horizontal stirrup unit 13 Hanging stop 16 Flat plate

───────────────────────────────────────────────────── フロントページの続き (72)発明者 景山 亨 東京都中央区京橋1−7−1 戸田建設株 式会社内 (72)発明者 香月 泰樹 東京都中央区京橋1−7−1 戸田建設株 式会社内 ─────────────────────────────────────────────────── ─── Continued Front Page (72) Inventor Toru Kageyama 1-7-1 Kyobashi, Chuo-ku, Tokyo Toda Construction Co., Ltd. (72) Inventor Yasuki Katsuki 1-7-1 Kyobashi, Chuo-ku, Tokyo Toda Construction Stock company

Claims (3)

【特許請求の範囲】[Claims] 【請求項1】 根切り部の山止め壁に沿って構築される
地下外壁躯体の鉄筋の配筋方法であって、走行車の把持
装置で把持した縦筋ユニットを前記山止め壁に沿って建
て込んで縦筋を配筋した後、前記走行車の把持装置で把
持した横筋ユニットを前記縦筋に掛け止めして横筋を配
筋したことを特徴とする地下外壁躯体の鉄筋の配筋方
法。
1. A method for arranging reinforcing bars of a subterranean outer wall body constructed along a mountain retaining wall of a root cutting part, wherein a longitudinal bar unit grasped by a grasping device of a traveling vehicle is arranged along the mountain retaining wall. After arranging the vertical bars after building them, the horizontal bars unit gripped by the gripping device of the traveling vehicle is hooked on the vertical bars to arrange the horizontal bars, and the horizontal bars are arranged. .
【請求項2】 前記縦筋ユニットは横筋ユニットを掛け
止めする掛止具を備えていることを特徴とする請求項1
に記載の地下外壁躯体の鉄筋の配筋方法。
2. The vertical streak unit is provided with a hooking tool for stopping the horizontal streak unit.
The method for arranging the reinforcing bars of the underground wall structure described in.
【請求項3】 前記把持装置はアームと、該アームの先
端に取外自在に設けた把持具とから構成され、該把持具
は鉄筋ユニットが掛け止めされるフックをフレームから
突設し、前記フックを挟んだフレームの上下に揺止バー
を設けてなることを特徴とする請求項1に記載の地下外
壁躯体の鉄筋の配筋方法。
3. The gripping device comprises an arm and a gripping tool which is detachably provided at the tip of the arm, and the gripping tool has a hook projecting from a frame for hooking a reinforcing bar unit, The method for arranging reinforcing bars of a subterranean outer wall structure according to claim 1, wherein rocking bars are provided above and below a frame sandwiching the hook.
JP7046884A 1995-03-07 1995-03-07 Reinforcing method of reinforcing bar of underground outer wall frame Expired - Fee Related JP2912563B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP7046884A JP2912563B2 (en) 1995-03-07 1995-03-07 Reinforcing method of reinforcing bar of underground outer wall frame

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP7046884A JP2912563B2 (en) 1995-03-07 1995-03-07 Reinforcing method of reinforcing bar of underground outer wall frame

Publications (2)

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JPH08239846A true JPH08239846A (en) 1996-09-17
JP2912563B2 JP2912563B2 (en) 1999-06-28

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Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR20030003808A (en) * 2001-07-04 2003-01-14 김미자 Installing Method with Instrument for Rolled Rebar on Reinforced Concrete Wall
CN112854296A (en) * 2021-01-13 2021-05-28 河南城建学院 Vertical wall sliding installation supporting device and construction method thereof

Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS6133112A (en) * 1984-06-05 1986-02-17 ユニヴエルシテ・パリ−シユド (パリ・オンズ) Biologically degradable microcapsule and manufacture
JPH0470237U (en) * 1990-10-29 1992-06-22

Patent Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS6133112A (en) * 1984-06-05 1986-02-17 ユニヴエルシテ・パリ−シユド (パリ・オンズ) Biologically degradable microcapsule and manufacture
JPH0470237U (en) * 1990-10-29 1992-06-22

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR20030003808A (en) * 2001-07-04 2003-01-14 김미자 Installing Method with Instrument for Rolled Rebar on Reinforced Concrete Wall
CN112854296A (en) * 2021-01-13 2021-05-28 河南城建学院 Vertical wall sliding installation supporting device and construction method thereof
CN112854296B (en) * 2021-01-13 2022-04-15 河南城建学院 Vertical wall sliding installation supporting device and construction method thereof

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