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JPH06330635A - Unloading device for temporarily pitch tent - Google Patents

Unloading device for temporarily pitch tent

Info

Publication number
JPH06330635A
JPH06330635A JP14439593A JP14439593A JPH06330635A JP H06330635 A JPH06330635 A JP H06330635A JP 14439593 A JP14439593 A JP 14439593A JP 14439593 A JP14439593 A JP 14439593A JP H06330635 A JPH06330635 A JP H06330635A
Authority
JP
Japan
Prior art keywords
girder
hoist
temporary tent
tent
foundation
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
JP14439593A
Other languages
Japanese (ja)
Other versions
JP2779998B2 (en
Inventor
Kazufumi Shimada
一史 島田
Shigeki Sugawara
茂記 菅原
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.)
MARUFUJI SHEET PILING
MARUFUJI SHIITOPAIRU KK
Original Assignee
MARUFUJI SHEET PILING
MARUFUJI SHIITOPAIRU KK
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 MARUFUJI SHEET PILING, MARUFUJI SHIITOPAIRU KK filed Critical MARUFUJI SHEET PILING
Priority to JP14439593A priority Critical patent/JP2779998B2/en
Publication of JPH06330635A publication Critical patent/JPH06330635A/en
Application granted granted Critical
Publication of JP2779998B2 publication Critical patent/JP2779998B2/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

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  • Conveying And Assembling Of Building Elements In Situ (AREA)

Abstract

PURPOSE:To facilitate the transfer of material which is accommpanied with the progress of construction by installing a hoist through a hoist girder from the angle frame ridge part of a temporarily pitched tent with a roof truss made of an angle roof member and a supporting member at both the edge lower parts. CONSTITUTION:Two pairs of elevator masts P are erected at four corners on the outer peripheral part of the site of a perdetermined structure, and a foundation girder 10 which can be raised and lowered is fixed on the elevation post P. On the near center upper surface of the foundation girder 10, a stay 12 for supporting a hoist girder 11 at a prescribed height position is installed, and fixed in a horizontal state by the left and right supporting pillars. These members each are demountably constituted by fixing an H-steel similar to the foundation girder 10 on a main member by the bolt/nut fixation. Further, a short vertical column 13 and a tie-rod cable 14 are installed on the upper surface of the joist girder 11, and the short vertical column 13 is suspended vertically under the top shaped frame ridge part of a temporarily installed tent U. The bending resistance and the antibuckling load of the hoist girder are improved by both the suspending members, and the transfer of the material in the temporarily installed tent U by a hoist crane is facilitated.

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、建築現場で使用される
全天候型仮設テントに関するものであって、特に仮設テ
ント内での資材移動を容易にした荷上げ装置に係わる。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to an all-weather temporary tent used at a construction site, and more particularly to a loading device for facilitating material movement within a temporary tent.

【0002】[0002]

【従来の技術】建築現場においては労働条件を向上させ
ることが要望されており、休暇などを増加させることが
計画されている。このため従来よりも工期を短縮させる
ことが要求されている。しかしながら、土木工事、建設
工事はその大部分が屋外で行われるので、天候などの自
然要因に左右されることが多く、また現場作業の安全性
の向上や作業環境の向上なども要求されており、工期の
短縮を困難にしている。
2. Description of the Related Art It is desired to improve working conditions at a construction site, and it is planned to increase vacation time. Therefore, it is required to shorten the construction period as compared with the conventional one. However, most of the civil engineering and construction work is done outdoors, so it is often affected by natural factors such as the weather, and it is also required to improve the safety of field work and the working environment. , Making it difficult to shorten the construction period.

【0003】昨今、天候などの自然要因による影響を大
幅に低減する目的で、工事の敷地全体または一部分を覆
い囲むことのできる仮設テント、仮設屋根等が検討開発
され、その一部はすでに実用に供されている。すなわち
現場内部を仮設テントなどで保護して施工を全天候化
し、現場を風雨または降雪から保護または遮断すること
で降雨時においても現場作業を可能にした試みが行われ
ている。
Recently, in order to significantly reduce the influence of natural factors such as weather, temporary tents, temporary roofs, etc. that can cover the whole or part of the construction site have been studied and developed, and some of them are already in practical use. Have been served. That is, an attempt has been made to protect the inside of the site with a temporary tent to make the construction weatherable and protect or block the site from wind and rain or snow so that the site work can be performed even during rain.

【0004】[0004]

【発明が解決しようとする技術的課題】ところが、この
ような全天候型仮設テントを設けた場合には、クレーン
等による揚重作業の際に、仮設テントが邪魔なり、現場
への資材搬入が思うように行うことができず、作業の効
率化を阻害するという問題があった。またテントの屋根
の所定位置を開口させる開閉機構を設けた場合でも、工
事用資材を必要な場所に持っていくことが難しいという
問題があったのである。そこで本発明は、上記の従来の
問題点を解決し得る仮設テント内での資材移動を容易に
した荷上げ装置を提案することを目的とする。
However, when such an all-weather temporary tent is provided, the temporary tent interferes with the lifting work using a crane or the like, and the material can be brought into the site. However, there is a problem that it hinders the efficiency of work. Further, even when an opening / closing mechanism for opening a predetermined position of the roof of the tent is provided, there is a problem that it is difficult to bring the construction material to a necessary place. SUMMARY OF THE INVENTION Therefore, an object of the present invention is to propose a loading device that can easily move materials in a temporary tent that can solve the above conventional problems.

【0005】[0005]

【課題を解決するための手段】上記目的を達成するため
に本発明の仮設テント用荷上げ装置は、建築しようとす
る予定構造物の外周部に配設された下部支持体の上面に
取り外し可能に設置される仮設テントの荷上げ装置であ
って、前記下部支持体により支持されて予定構造物を挟
むように平行配設された一対の基礎桁と、その基礎桁間
に該基礎桁に対し直交する向きに配設されかつ各基礎桁
に立てた一対の柱によってほぼ水平状態に支持されたホ
イスト桁と、該ホイスト桁の桁行き方向に取付けた吊り
材と、前記ホイスト桁の桁行き方向に沿って移動可能に
装着されたホイストクレーンより構成されている。
In order to achieve the above object, a temporary tent loader according to the present invention is removable on the upper surface of a lower support disposed on the outer peripheral portion of a structure to be constructed. A loading device for a temporary tent installed on a base girder, which is supported by the lower support and is arranged in parallel so as to sandwich the planned structure, and between the base girders. Hoist girders arranged in orthogonal directions and supported in a substantially horizontal state by a pair of columns standing on each foundation girder, a suspension member attached in the girder going direction of the hoist girder, and the girder going direction of the hoist girder It consists of a hoist crane mounted so as to be movable along the.

【0006】前記ホイスト桁は、仮設テントの山形フレ
ーム棟部下方に垂直に吊り下げられたつか柱と、山形を
したフレームより斜め下方に懸張させたタイロッドケー
ブルよりなる吊り材で支持されている。
The hoist girder is supported by a hanging member which is vertically suspended below the mountain frame ridge of the temporary tent and a tie rod cable suspended diagonally below the mountain frame. .

【0007】前記下部支持体は、予定構造物の敷地外周
部の4隅に建てた昇降マストまたは敷地外周部に順次積
み重ねて設置した左右一対の外部足場である。
The lower support is a lifting mast built at four corners of the outer periphery of the planned structure or a pair of left and right external scaffolds sequentially stacked on the outer periphery of the site.

【0008】仮設テントは、屋根部材とその両端に固定
をした支柱部材とからなる単位の山形フレームを相対す
るように並設し、その相対するフレーム間に母屋および
/またはブレースを渡して小屋組したユニットの屋根面
を可とう性シート材で覆設するようにした仮設テントで
あって、前記屋根面を覆設する可とう性シート材の一部
または全部をスライドできるように支持して、仮設テン
トの屋根面の所定部分または全面を開閉可能に構成され
ている。
In the temporary tent, mountain-shaped frames, each of which is composed of a roof member and support members fixed to both ends thereof, are arranged side by side, and a purlin and / or brace is passed between the opposing frames to form a shed structure. A temporary tent in which the roof surface of the unit is covered with a flexible sheet material, and a part or all of the flexible sheet material covering the roof surface is supported so that it can slide, A part or the whole of the roof surface of the temporary tent can be opened and closed.

【0009】[0009]

【実施態様】次に本発明を図面を参照して具体的に説明
する。図1は本発明が対象とする仮設テントUの概念図
である。本仮設テントは、構築しようとする予定構造物
の敷地外周部に配設された下部支持体としての昇降自在
な昇降マストPまたは敷地外周部に順次積み重ねて設置
した左右一対の外部足場Sの上面に取り外し可能に設置
される(図2〜4参照)。
DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENTS Next, the present invention will be specifically described with reference to the drawings. FIG. 1 is a conceptual diagram of a temporary tent U targeted by the present invention. This temporary tent is an upper and lower mast P that can be raised and lowered as a lower support disposed on the outer periphery of the site of the structure to be constructed or the upper surface of a pair of left and right external scaffolds S that are sequentially stacked and installed on the outer periphery of the site. Is removably installed (see FIGS. 2 to 4).

【0010】本発明の仮設テント用荷上げ装置は、前記
下部支持体により支持されて予定構造物を挟むように平
行配設された一対の基礎桁10、10間に該基礎桁に対
し直交する向きに配設されかつ各基礎桁に立てた一対の
支柱12、12によってほぼ水平状態に支持されたホイ
スト桁11を配設するものである。ホイスト桁11は、
仮設テントUの山形フレーム棟部より垂直に吊り下げら
れたつか柱13と、山形をしたフレームより斜め下方に
懸張させたタイロッドケーブル14よりなる吊り材で支
持されている。そして、前記ホイスト桁11の桁行き方
向に沿って移動可能に、符号15で示されたホイストク
レーンが装着されている。
The temporary tent loading device of the present invention is orthogonal to the basic girder between a pair of basic girders 10 and 10 which are supported by the lower support and are arranged in parallel so as to sandwich the planned structure. The hoist girder 11 is disposed in a substantially horizontal state by a pair of columns 12, 12 which are arranged in a facing direction and which are erected on each foundation girder. Hoist girder 11
The temporary tent U is supported by a hanging member composed of a pillar 13 vertically suspended from the mountain frame ridge and a tie rod cable 14 suspended obliquely downward from the mountain frame. A hoist crane indicated by reference numeral 15 is mounted so as to be movable along the direction of travel of the hoist girder 11.

【0011】図5〜8は前記荷上げ装置の詳細を示すも
のである。本実施例では、一例として予定構造物の敷地
外周部の4隅に2組の昇降マストPが建てられている。
昇降マストPには、構築しようとする予定構造物を挟む
ように、昇降自在とされる基礎桁10が固定される。こ
の基礎桁は図示のようにH型鋼で構成されており、仮設
テントUを支える根太として機能するものであるが、本
発明では荷上げ装置の根太を兼用させている。この基礎
桁のほぼ中央上面に、ホイスト桁11を所定の高さ位置
に支持する支柱12を取り付ける。そして、左右の支柱
でホイスト桁11を水平状態に固定する。ホイスト桁1
1はホイストクレーン15を装着し走行させるガイドレ
ールとして機能する。
5 to 8 show the details of the loading device. In the present embodiment, as an example, two sets of lifting masts P are built at the four corners of the outer periphery of the planned structure.
A base girder 10 which can be raised and lowered is fixed to the lifting mast P so as to sandwich a planned structure to be constructed. The base girder is made of H-shaped steel as shown in the figure, and functions as a joist supporting the temporary tent U. In the present invention, the joist of the loading device is also used. A column 12 for supporting the hoist girder 11 at a predetermined height is attached to the upper surface of the center girder substantially at the center. Then, the hoist girder 11 is fixed in a horizontal state by the left and right columns. Hoist girder 1
Reference numeral 1 functions as a guide rail on which the hoist crane 15 is mounted and which is used for traveling.

【0012】ホイスト桁11、支柱12等の各部材はい
ずれも基礎桁10と同様なH型鋼等の鋼材を主材として
形成し、必要に応じて補強金物を併用してボルトナット
止めにより基礎桁10等に対して取り外し可能に固定す
る。またこのホイスト桁11の上面につか柱13と、タ
イロッドケーブル14を付設する。つか柱は仮設テント
の山形フレーム棟部下方に垂直につり下げ固定する。タ
イロッドケーブルは山形をしたテントのフレームに懸張
させ固定する。これら両吊り材によってホイスト桁の耐
曲げ荷重、耐座屈荷重を向上させ、ホイストクレーンに
よるテント内の資材移動を容易にする。
Each member such as the hoist girder 11 and the column 12 is formed by using a steel material such as H-shaped steel as the main material similar to the base girder 10 as a main material, and if necessary, a reinforcing metal fitting is used together to fix the base girder. It is fixed to 10 etc. so that it can be removed. Further, a pillar 13 and a tie rod cable 14 are attached to the upper surface of the hoist girder 11. The stanchions are vertically suspended and fixed below the mountain frame ridge of the temporary tent. Tie rod cables are suspended and fixed on the frame of a mountain-shaped tent. Both of these hanging materials improve the bending load and buckling load of the hoist girder, and facilitate the movement of materials inside the tent by the hoist crane.

【0013】ここで仮設テントUの構造を簡単に説明し
ておく。図1において、符号21は山形をなすように組
み立てた一対の屋根部材、22は前記屋根部材の両端下
部に固定される支柱部材である。これらの部材が仮設テ
ントUの骨組となるものでいずれもアルミ軽量構造材料
を使用して形成され、具体的にはアルミ合金製の断面ほ
ぼ長方形または正方形の中空型材より形成されている。
前記屋根部材と支柱部材は図示を省略したインサート金
具を利用しボルト止めして連結される。相対するように
並設された屋根部材間には母屋材および/またはブレー
スからなるサポート材23を所定間隔に複数本渡してボ
ルト止めして小屋組みした仮設テントUを形成する。
Here, the structure of the temporary tent U will be briefly described. In FIG. 1, reference numeral 21 is a pair of roof members assembled in a mountain shape, and 22 is a column member fixed to the lower ends of both ends of the roof member. These members form the framework of the temporary tent U, and are all formed by using an aluminum lightweight structural material, and specifically, are formed by an aluminum alloy hollow section member having a substantially rectangular or square cross section.
The roof member and the support member are connected by bolts using an insert fitting (not shown). A plurality of support materials 23 made of a main board material and / or braces are provided at predetermined intervals between the roof members arranged so as to face each other and bolted to form a temporary tent U assembled in a shed.

【0014】こうして組立てた仮設テントをクレーンに
より敷地外周部に配設された下部支持体の上面に取り外
し可能に設置する。下部支持体である昇降自在な昇降マ
ストPまたは外部足場Sの上面に基礎桁が設けられてい
る。この基礎桁の上に設けたベースプレートにピンジョ
イントなどを使用して固定する。また隣あうテント間に
母屋などを渡して、図1〜3のように所定のスパンをも
つ仮設テントを組み立てる。組立後、屋根のはり間方向
に可とう性シート材(以下ルーフシートという)1を覆
設し、必要に応じて屋根だけでなく各側壁にもシートを
張設する。なお前記屋根面を覆設する可とう性シート材
の一部または全部を、資材搬入等のため開閉機構を利用
して機械あるいは手動により開閉可能に構成する。
The temporary tent thus assembled is detachably installed on the upper surface of the lower support arranged on the outer periphery of the site by a crane. A base girder is provided on the upper surface of the vertically movable mast P or the outer scaffold S that is a lower support. It is fixed to the base plate provided on this foundation girder using a pin joint or the like. Also, a purlin or the like is passed between adjacent tents to assemble a temporary tent having a predetermined span as shown in FIGS. After assembling, a flexible sheet material (hereinafter referred to as a roof sheet) 1 is installed in the beam direction of the roof, and if necessary, a sheet is stretched not only on the roof but also on each side wall. It should be noted that a part or all of the flexible sheet material covering the roof surface can be opened or closed mechanically or manually by using an opening / closing mechanism for material loading and the like.

【0015】[0015]

【発明の効果】以上に述べたように本発明によれば、工
事進行に伴う資材移動をホイスト桁に装着されたホイス
トクレーンを用いて容易に行うことができる。しかもす
べての施工が仮設テント内で風雨など天候に左右され
ず、きわめて良好な作業環境のもとで行われるので作業
性が高く、安全性も高い。また労働条件を向上すること
から従来よりも工期を短縮させることが可能となるなど
優れた効果を有する。
As described above, according to the present invention, it is possible to easily carry out the material movement accompanying the progress of the construction by using the hoist crane mounted on the hoist girder. Moreover, all the construction work is done in a temporary tent without being affected by weather such as wind and rain, and is performed in a very good working environment, so workability is high and safety is also high. Further, since the working conditions are improved, the work period can be shortened as compared with the conventional one, which is an excellent effect.

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

【図1】本発明が対象とする仮設テントの概念図であ
る。
FIG. 1 is a conceptual diagram of a temporary tent targeted by the present invention.

【図2】図1の仮設テントを構築しようとする予定構造
物の敷地外周部に配設された下部支持体としての昇降自
在な昇降マストの上に設置した状態を示す正面図であ
る。
FIG. 2 is a front view showing a state in which the temporary tent of FIG. 1 is installed on a vertically movable mast as a lower support disposed on the outer periphery of the site of the structure to be constructed.

【図3】同上仮設テントの側面図である。FIG. 3 is a side view of the above temporary tent.

【図4】図1の仮設テントを構築しようとする予定構造
物の敷地外周部に配設された下部支持体としての外部足
場の上に設置した状態を示す正面図である。
FIG. 4 is a front view showing a state in which the temporary tent of FIG. 1 is installed on an external scaffold as a lower support arranged on the outer periphery of the site of the structure to be constructed.

【図5】荷上げ装置の要部詳細を示す正面図である。FIG. 5 is a front view showing details of main parts of the loading device.

【図6】同上側面図である。FIG. 6 is a side view of the same.

【図7】荷上げ装置の根太である基礎桁と、ホイスト桁
及びこれを所定の高さ位置に支持する支柱の取り付け関
係を示した説明図である。
FIG. 7 is an explanatory diagram showing a mounting relationship between a base girder, which is a joist of the loader, a hoist girder, and a column supporting the hoist girder at a predetermined height position.

【図8】ホイスト桁とつか柱及びタイロッドケーブルの
取り付け関係を示した説明図である。
FIG. 8 is an explanatory diagram showing a mounting relationship between a hoist girder, a pillar and a tie rod cable.

【符号の説明】[Explanation of symbols]

10 基礎桁 11 ホイスト桁 13 つか柱 14 タイロッドケーブル 15 ホイストクレーン P 昇降マスト S 外部足場 10 Foundation girder 11 Hoist girder 13 Tsuka pillar 14 Tie rod cable 15 Hoist crane P Lifting mast S External scaffolding

Claims (4)

【特許請求の範囲】[Claims] 【請求項1】 建築しようとする予定構造物の外周部に
配設された下部支持体の上面に取り外し可能に設置され
る仮設テントの荷上げ装置であって、 前記下部支持体により支持されて予定構造物を挟むよう
に平行配設された一対の基礎桁と、その基礎桁間に該基
礎桁に対し直交する向きに配設されかつ各基礎桁に立て
た一対の柱によってほぼ水平状態に支持されたホイスト
桁と、該ホイスト桁の桁行き方向に取付けた吊り材と、
前記ホイスト桁の桁行き方向に沿って移動可能に装着さ
れたホイストクレーンよりなる仮設テント用荷上げ装
置。
1. A loading device for a temporary tent, which is detachably installed on the upper surface of a lower support disposed on an outer peripheral portion of a structure to be constructed, and which is supported by the lower support. A pair of foundation girders arranged in parallel so as to sandwich the planned structure, and a pair of columns arranged in a direction orthogonal to the foundation girder between the foundation girders and standing on each foundation girder so that they are in a substantially horizontal state A supported hoist girder, and a suspension member attached in the girder direction of the hoist girder,
A loading device for a temporary tent comprising a hoist crane mounted so as to be movable along the direction of travel of the hoist girder.
【請求項2】 前記ホイスト桁は、仮設テントの山形フ
レーム棟部下方に垂直に吊り下げられたつか柱と、前記
フレームより斜め下方に懸張させたタイロッドケーブル
よりなる吊り材で支持されている請求項1記載の仮設テ
ント用荷上げ装置。
2. The hoist girder is supported by a hanging member which is vertically suspended below the mountain frame ridge of the temporary tent and a tie rod cable suspended diagonally below the frame. The loader for a temporary tent according to claim 1.
【請求項3】 前記下部支持体は、予定構造物の外周部
の4隅に建てた昇降マストまたは敷地外周部に順次積み
重ねて設置した左右一対の外部足場である請求項1記載
の仮設テント用荷上げ装置。
3. The temporary tent for a temporary tent according to claim 1, wherein the lower support is a lifting mast built at four corners of an outer peripheral portion of the planned structure or a pair of left and right external scaffolds sequentially stacked on the outer peripheral portion of the site. Loading equipment.
【請求項4】 仮設テントは、屋根部材とその両端に固
定をした支柱部材とからなる単位の山形フレームを相対
するように並設し、その相対するフレーム間に母屋およ
び/またはブレースを渡して小屋組したユニットの屋根
面を可とう性シート材で覆設するようにした仮設テント
であって、 前記屋根面を覆設する可とう性シート材の一部または全
部をスライドできるように支持して、仮設テントの屋根
面の所定部分または全面を開閉可能とした請求項1記載
の仮設テント用荷上げ装置。
4. A temporary tent is constructed by arranging a mountain-shaped frame of a unit composed of a roof member and support members fixed to both ends thereof so as to face each other, and passing a purlin and / or a brace between the facing frames. A temporary tent in which the roof surface of a unit constructed of sheds is covered with a flexible sheet material, and a part or all of the flexible sheet material covering the roof surface is supported so that it can slide. The loader for a temporary tent according to claim 1, wherein a predetermined part or the entire surface of the roof of the temporary tent can be opened and closed.
JP14439593A 1993-05-25 1993-05-25 Lifting device for temporary tents Expired - Fee Related JP2779998B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP14439593A JP2779998B2 (en) 1993-05-25 1993-05-25 Lifting device for temporary tents

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP14439593A JP2779998B2 (en) 1993-05-25 1993-05-25 Lifting device for temporary tents

Publications (2)

Publication Number Publication Date
JPH06330635A true JPH06330635A (en) 1994-11-29
JP2779998B2 JP2779998B2 (en) 1998-07-23

Family

ID=15361164

Family Applications (1)

Application Number Title Priority Date Filing Date
JP14439593A Expired - Fee Related JP2779998B2 (en) 1993-05-25 1993-05-25 Lifting device for temporary tents

Country Status (1)

Country Link
JP (1) JP2779998B2 (en)

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN105952162A (en) * 2016-05-06 2016-09-21 浙江精工钢结构集团有限公司 All-weather truss splicing method
CN111042543A (en) * 2019-12-18 2020-04-21 北京城建集团有限责任公司 Large-span roof truss construction method
CN113482345A (en) * 2021-06-30 2021-10-08 上海宝冶集团有限公司 Hydraulic synchronous unloading construction method for steel structure support tower group

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN105952162A (en) * 2016-05-06 2016-09-21 浙江精工钢结构集团有限公司 All-weather truss splicing method
CN105952162B (en) * 2016-05-06 2018-02-06 浙江精工钢结构集团有限公司 A kind of round-the-clock truss assembling method
CN111042543A (en) * 2019-12-18 2020-04-21 北京城建集团有限责任公司 Large-span roof truss construction method
CN113482345A (en) * 2021-06-30 2021-10-08 上海宝冶集团有限公司 Hydraulic synchronous unloading construction method for steel structure support tower group

Also Published As

Publication number Publication date
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