JPH05209473A - Two-dimensional curvature screen roof with large area - Google Patents

Two-dimensional curvature screen roof with large area

Info

Publication number
JPH05209473A
JPH05209473A JP1528092A JP1528092A JPH05209473A JP H05209473 A JPH05209473 A JP H05209473A JP 1528092 A JP1528092 A JP 1528092A JP 1528092 A JP1528092 A JP 1528092A JP H05209473 A JPH05209473 A JP H05209473A
Authority
JP
Japan
Prior art keywords
cable
keel
roof
net
force receiver
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
JP1528092A
Other languages
Japanese (ja)
Other versions
JP2936363B2 (en
Inventor
Yasuo Kaihara
泰男 槐原
Eiji Matsui
英治 松井
Noboru Higami
昇 樋上
Tadanori Date
忠則 伊達
Hiroyuki Kono
裕之 甲野
Kimihiko Mogami
公彦 最上
Yutaka Abe
裕 安部
Hideyuki Narita
秀幸 成田
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.)
Takenaka Komuten Co Ltd
Original Assignee
Takenaka Komuten Co Ltd
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 Takenaka Komuten Co Ltd filed Critical Takenaka Komuten Co Ltd
Priority to JP1528092A priority Critical patent/JP2936363B2/en
Publication of JPH05209473A publication Critical patent/JPH05209473A/en
Application granted granted Critical
Publication of JP2936363B2 publication Critical patent/JP2936363B2/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

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Abstract

PURPOSE:To increase workability, by supporting the one end of a suspended cable by a reactive force receiver making a right angle with the suspended cable provided in an arch-form keel and fitting the other end to the peripheral body through turnbuckles. CONSTITUTION:Two-dimensional curvature screen roof is formed form a keel composite member 1 having an arch-form truss structure, a cable net 9 composed of a cable 2 and a cable holder 3, and a screen material expanded thereon. Next, when constructing it, one end of the cable 2 is inserted into the inclined pierced holes 4 provided in a keel beam 11 of the composite member 1 and fitted to the reactive force receiver 5 making a right angle with the cable 2 by means of nuts 8. The other end of the cable 2 is fitted to an anchor member provided in the peripheral body 15 through turnbuckles. In this way, it can be easily and rapidly constructed and the cost can be reduced and further, a smooth and good looking appearance can be formed.

Description

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

【0001】[0001]

【産業上の利用分野】この発明は、柱無し大張間の体育
館や文化センターなどの造形美に優れた大面積屋根とし
て好適に実施される2方向曲率膜屋根に関し、さらに云
えば、2方向曲率膜屋根の中央に立設されるキール集成
材とケーブルネット及び周辺躯体との接合構造を改良し
た2方向曲率膜屋根に関する。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a two-direction curved film roof which is preferably implemented as a large-area roof excellent in the beauty of shaping such as a gymnasium and a cultural center without pillars. The present invention relates to a bidirectional curved film roof having an improved joint structure between a keel laminated member erected in the center of the curved film roof, a cable net, and a surrounding frame.

【0002】[0002]

【従来の技術】従来、テフロン膜などによる滑らかな正
負2方向曲率を持つ膜屋根は、既に多くの実施例があ
り、広く知られている。また、正負2方向曲率屋根を形
成する構造として、剛性がほとんどない吊りケーブルと
押えケーブルとを張り渡して網目状に組合せた所謂ケー
ブルネット構造も良く知られている。最近では、屋根の
中央にキール集成材が立設され、これを中心として構築
したケーブルネットに膜材を張設した大面積の2方向曲
率膜屋根も提案されている(図1,2参照)。
2. Description of the Related Art Conventionally, a film roof having a smooth positive / negative two-direction curvature made of a Teflon film or the like has been already widely known because of its many examples. A so-called cable net structure in which a hanging cable having almost no rigidity and a holding cable are stretched and combined in a mesh shape is also well known as a structure forming a positive / negative bidirectionally curved roof. Recently, a large-area two-direction curved membrane roof has been proposed in which a keel laminated lumber is erected in the center of the roof, and a cable net constructed around this is stretched with a membrane material (see Figs. 1 and 2). ..

【0003】[0003]

【本発明が解決しようとする課題】上記の大面積の2方
向曲率膜屋根のように、屋根の中央にキール集成材を使
用して構築したケーブルネット構造は、見栄えがよく軽
快な膜屋根が実現される。しかし、キール集成材とケー
ブルネット、ケーブルネットと周辺躯体とが構造的にし
っかりと強固に固定されていなければ、安定構造の2方
向曲率膜屋根を提供することができない。
The cable net structure constructed by using the keel laminated wood at the center of the roof like the above-mentioned large-area two-direction curved film roof has a good-looking and light membrane roof. Will be realized. However, unless the keel laminated member and the cable net and the cable net and the peripheral frame are structurally firmly and firmly fixed, it is not possible to provide a stable bidirectional curved membrane roof.

【0004】したがって、本発明の目的、解決しようと
する課題は、ケーブルネット及びキール集成材を使用し
た2方向曲率膜屋根において、ケーブルネットとキール
集成材、ケーブルネットと周辺躯体とを、作業的に容易
確実な手段でしっかりと接合し、しかもケーブルネット
の負荷をスムーズにキール集成材及び周辺躯体に伝達で
き、安定した構造の大面積の2方向曲率膜屋根を提供す
ることにある。
Therefore, an object of the present invention is to solve the problem that a cable net and a keel laminated member, a cable net and a peripheral frame are a work piece in a two-direction curved membrane roof using a cable net and a keel laminated member. It is an object of the present invention to provide a large-area two-direction curved membrane roof having a stable structure, which can be easily and securely joined by a reliable means, and yet can smoothly transfer the load of the cable net to the keel laminated member and the surrounding frame.

【0005】[0005]

【課題を解決するための手段】上記従来技術の課題を解
決するための手段として、この発明に係る大面積の2方
向曲率膜屋根は、図面に実施例を示したとおり、吊りケ
ーブル2と押えケーブル3とで2方向曲率のケーブルネ
ット9が形成され、前記ケーブルネット9の上に膜材6
が張設され、屋根の中央に押えケーブル3と同方向にト
ラス構造のキール集成材1がアーチ状に立設されている
2方向曲率膜屋根において、前記キール集成材1のキー
ル梁11に吊りケーブル2の一端の延長線方向に傾斜し
た通孔4を設けており、該通孔4の内側の端部に吊りケ
ーブル2と直角な反力受け5を設け、前記通孔4に通し
た吊りケーブル2の端部のネジエンドスリーブ7を前記
反力受け5上にナット8で締結しており、吊りケーブル
2の他端のネジエンドスリーブ7は周辺躯体15に取り
付けたアンカー部材10とをターンバックル12で連結
したことを特徴とする。
As a means for solving the above-mentioned problems of the prior art, a large-area two-direction curved membrane roof according to the present invention has a suspension cable 2 and a presser foot as shown in the drawings. A cable net 9 having a curvature in two directions is formed with the cable 3, and a film material 6 is formed on the cable net 9.
In a two-direction curved membrane roof in which a keel laminated member 1 having a truss structure is erected in an arch shape in the same direction as the presser cable 3 is hung on the keel beam 11 of the keel laminated member 1. A through hole 4 that is inclined in the extension line direction at one end of the cable 2 is provided, and a reaction force receiver 5 that is perpendicular to the suspension cable 2 is provided at the inner end portion of the through hole 4, and the suspension that passes through the through hole 4 is suspended. A screw end sleeve 7 at the end of the cable 2 is fastened to the reaction force receiver 5 with a nut 8, and the screw end sleeve 7 at the other end of the hanging cable 2 turns an anchor member 10 attached to a peripheral frame 15. It is characterized by being connected by a buckle 12.

【0006】[0006]

【作用】吊りケーブル2の一端の延長線方向に傾斜した
通孔4がキール梁11に設け、吊りケーブル2と直角な
反力受け5が通孔4の内側端部に設けられているから、
前記通孔4内に通された吊りケーブル2の端部(ネジエ
ンドスリーブ7)は反力受け5上で容易にナット8で締
結され、ケーブルネット9とキール集成材1とは強固に
結合される(図3)。したがって、ケーブルネット9の
変形はキール集成材1に吸収されると同時に、ケーブル
ネット9の負荷はスムーズにキール集成材1に伝達され
る。
Since the through hole 4 inclined in the extension line direction at one end of the suspension cable 2 is provided in the keel beam 11, and the reaction force receiver 5 perpendicular to the suspension cable 2 is provided at the inner end portion of the through hole 4.
The end portion (screw end sleeve 7) of the suspension cable 2 passed through the through hole 4 is easily fastened with a nut 8 on the reaction force receiver 5, and the cable net 9 and the keel laminated member 1 are firmly coupled. (Fig. 3). Therefore, the deformation of the cable net 9 is absorbed by the keel laminated member 1, and at the same time, the load of the cable net 9 is smoothly transmitted to the keel laminated member 1.

【0007】吊りケーブル2の他端のネジエンドスリー
ブ7は、周辺躯体15に取り付けたアンカー部材10と
ターンバックル12で容易に強固に連結される(図6,
7)。したがって、ケーブルネット9とキール集成材
1、ケーブルネット9と周辺躯体15とは相互にしっか
りと接合され、安定構造の大面積の2方向曲率膜屋根が
実現される。
The screw end sleeve 7 at the other end of the suspension cable 2 is easily and firmly connected to the anchor member 10 attached to the peripheral frame 15 by the turnbuckle 12 (FIG. 6, FIG.
7). Therefore, the cable net 9 and the keel laminated member 1, and the cable net 9 and the peripheral frame 15 are firmly joined to each other, and a large-area two-direction curved film roof having a stable structure is realized.

【0008】[0008]

【実施例】次に、図1〜図7に示した本発明の実施例を
説明する。図1は2方向曲率膜屋根の平面伏図を示し、
吊りケーブル2と押えケーブル3とで形成された2方向
曲率のケーブルネット9の上に膜材6が張設されてい
る。屋根の中央には押えケーブル3と同方向にトラス構
造のキール集成材1がアーチ状に立設されている(図
2,3参照)。
EXAMPLES Next, examples of the present invention shown in FIGS. 1 to 7 will be described. Figure 1 shows a plan view of a bi-directionally curved membrane roof,
A film material 6 is stretched on a cable net 9 formed by the suspension cable 2 and the presser cable 3 and having a bidirectional curvature. At the center of the roof, a keel laminated member 1 having a truss structure is erected in an arch shape in the same direction as the presser cable 3 (see FIGS. 2 and 3).

【0009】吊りケーブル2は、外径が34mm位のケ
ーブルで、キール集成材1を対称線としてその両側に略
対称的な配置で各々略平行に約4mのピッチで設置され
ている。この吊りケーブル2の両端には、各々ネジエン
ドスリーブ7が取り付けられている。押えケーブル3
は、外径が40mm位のケーブルで、前記吊りケーブル
2と略直行する配置とされ、かつ吊りケーブル2の上側
に各々略平行に配置され、もって所望曲率(曲面)のケ
ーブルネット9が形成されている。このケーブルネット
9の上に厚さ0.6mm位のガラス繊維膜等の膜材6が
張設されている。
The suspension cable 2 is a cable having an outer diameter of about 34 mm, and is arranged substantially symmetrically on both sides of the keel laminated member 1 with respect to the keel laminated member 1 at a pitch of about 4 m in parallel. Screw end sleeves 7 are attached to both ends of the suspension cable 2, respectively. Presser cable 3
Is a cable having an outer diameter of about 40 mm, which is arranged substantially orthogonal to the hanging cable 2 and is arranged substantially parallel to the upper side of the hanging cable 2 so that a cable net 9 having a desired curvature (curved surface) is formed. ing. A film material 6 such as a glass fiber film having a thickness of about 0.6 mm is stretched on the cable net 9.

【0010】キール集成材1は、全長約60mの大径間
ドーム形状であり、対向するキール梁11,11とそれ
らを結ぶつなぎ材17…とから成るトラス構造に形成さ
れている。このキール集成材1は、図2に示したよう
に、地上に構築したコンクリート基礎18上に建設され
たコンクリート脚19の上に立設されている。図4及び
図5は、吊りケーブル2とキール集成材1(キール梁1
1)との接合状態を示している。前記キール集成材1の
キール梁11には、吊りケーブル2の一端の延長線方向
に傾斜した通孔4が、上記吊りケーブル2…のピッチと
同様に約4mのピッチで、通常はパイプを使用して設け
られている。
The keel laminated material 1 has a large-diameter dome shape with a total length of about 60 m, and is formed in a truss structure composed of the keel beams 11, 11 facing each other and a connecting material 17 connecting them. As shown in FIG. 2, the keel laminated material 1 is erected on a concrete leg 19 constructed on a concrete foundation 18 constructed on the ground. 4 and 5 show a suspension cable 2 and a keel laminated member 1 (keel beam 1).
It shows the state of joining with 1). The keel beam 11 of the keel laminated member 1 has through holes 4 inclined in the extension line direction at one end of the suspension cable 2 at a pitch of about 4 m like the suspension cable 2 ... Is provided.

【0011】前記通孔4の内側の端部、即ちキール梁1
1の内側面に、反力受け5が設けられている。反力受け
5は、吊りケーブル2の一端の延長線方向に対して直角
に配置された反力受け本体5aと、該反力受け本体5a
と溶接されキール梁11の内側面に接合される支え板5
bとから成り、両者には吊りケーブル2の端部のネジエ
ンドスリーブ7が通る大きさの小孔51,52が各々形
成されている。
The inner end of the through hole 4, that is, the keel beam 1
A reaction force receiver 5 is provided on the inner surface of 1. The reaction force receiving body 5 includes a reaction force receiving body 5a arranged at a right angle to the extension line direction of one end of the suspension cable 2, and the reaction force receiving body 5a.
Support plate 5 welded to and joined to the inner surface of the keel beam 11
b, both of which are formed with small holes 51, 52 having a size through which the screw end sleeve 7 at the end of the suspension cable 2 passes.

【0012】したがって、吊りケーブル2の端部のネジ
エンドスリーブ7をキール梁11の通孔4に通し、その
まま押し込むと、その延長線方向に形成されている反力
受け5の小孔52,51を順にスムーズに通る。そし
て、反力受け5(本体5a)の小孔51から突出したネ
ジエンドスリーブ7の端部にナット8でネジ込み締結す
ることにより、吊りケーブル2はキール集成材1と強固
に結合される。よって、ケーブルネット9の変形は吊り
ケーブル2を通じてキール集成材1に吸収される。ケー
ブルネット9の負荷は、円滑にキール集成材1に伝達さ
れる。
Therefore, when the screw end sleeve 7 at the end of the suspension cable 2 is passed through the through hole 4 of the keel beam 11 and pushed in as it is, the small holes 52, 51 of the reaction force receiver 5 formed in the extension line direction thereof. Go through smoothly in order. Then, the suspension cable 2 is firmly coupled to the keel laminated member 1 by screwing and fastening the end portion of the screw end sleeve 7 protruding from the small hole 51 of the reaction force receiver 5 (main body 5a) with the nut 8. Therefore, the deformation of the cable net 9 is absorbed by the keel laminated member 1 through the suspension cable 2. The load of the cable net 9 is smoothly transmitted to the keel laminated member 1.

【0013】図6及び図7は、吊りケーブル2と周辺躯
体15とのターンバックル12による接合状態を示して
いる。周辺躯体15にはアンカー部材10が取り付けら
れている。アンカー部材10は、アンカープレート23
と、該アンカープレート23に取り付けられたアンカー
端部22、及びフォークボルト19とで構成されてい
る。アンカープレート23は、アンカーボルト16によ
って周辺躯体15に固定されている。このアンカープレ
ート23に取り付けたアンカー端部22とフォークボル
ト19とは、ピン21により連結されている。
6 and 7 show a state in which the suspension cable 2 and the peripheral frame 15 are joined by the turnbuckle 12. The anchor member 10 is attached to the peripheral body 15. The anchor member 10 is an anchor plate 23.
And an anchor end 22 attached to the anchor plate 23 and a fork bolt 19. The anchor plate 23 is fixed to the peripheral frame 15 by anchor bolts 16. The anchor end 22 attached to the anchor plate 23 and the fork bolt 19 are connected by a pin 21.

【0014】したがって、前記吊りケーブル2の端部の
ネジエンドスリーブ7の端部と、アンカー部材10のフ
ォークボルト19の端部とは、それぞれターンバックル
12の両端にネジ込んで張力が調整され、ロックナット
20を締め付けて両者は強固に連結されている。よっ
て、ケーブルネット9とキール集成材1、ケーブルネッ
ト9と周辺躯体15とは張力を調整しつつ強固に接合さ
れており、安定した構造の大面積の2方向曲率膜屋根が
容易に確実に実現される。
Therefore, the end of the threaded end sleeve 7 at the end of the suspension cable 2 and the end of the fork bolt 19 of the anchor member 10 are screwed into both ends of the turnbuckle 12 to adjust the tension, The lock nut 20 is tightened to firmly connect the two. Therefore, the cable net 9 and the keel laminated member 1, and the cable net 9 and the peripheral frame 15 are firmly joined while adjusting the tension, so that a large-area two-direction curved film roof with a stable structure can be easily and reliably realized. To be done.

【0015】[0015]

【本発明が奏する効果】本発明に係る大面積の2方向曲
率膜屋根によれば、キール集成材1を使用したケーブル
ネット9による安定した大規模(大面積)な膜屋根の簡
易、迅速な構築に寄与する。しかも滑らかで見栄えのよ
い膜屋根構造物を実現できる。また大面積の膜屋根を軽
快に構築でき、しかも経済性が高い。
According to the large-area two-direction curved membrane roof according to the present invention, a stable and large-scale (large-area) membrane roof using the cable net 9 using the keel laminated wood 1 is simple and quick. Contribute to construction. Moreover, it is possible to realize a membrane roof structure that is smooth and looks good. In addition, a large-scale membrane roof can be constructed easily, and it is highly economical.

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

【図1】本発明に係る2方向曲率膜屋根の平面図であ
る。
FIG. 1 is a plan view of a bi-directionally curved membrane roof according to the present invention.

【図2】図1のAーA矢示断面図である。FIG. 2 is a sectional view taken along the line AA of FIG.

【図3】図1のBーB矢示断面図である。FIG. 3 is a sectional view taken along the line BB of FIG.

【図4】反力受けの断面図である。FIG. 4 is a sectional view of a reaction force receiver.

【図5】反力受けの平面図である。FIG. 5 is a plan view of a reaction force receiver.

【図6】アンカー部材の正面図である。FIG. 6 is a front view of an anchor member.

【図7】アンカー部材の平面図である。FIG. 7 is a plan view of an anchor member.

【符号の説明】[Explanation of symbols]

2 吊りケーブル 3 押えケーブル 9 ケーブルネット 6 膜材 1 キール集成材 11 キール梁 4 通孔 5 反力受け 7 ネジエンドスリーブ 8 ナット 15 周辺躯体 10 アンカー部材 12 ターンバックル 2 Hanging cable 3 Presser cable 9 Cable net 6 Membrane material 1 Keel laminated material 11 Keel beam 4 Through hole 5 Reaction force receiving 7 Screw end sleeve 8 Nut 15 Peripheral body 10 Anchor member 12 Turnbuckle

───────────────────────────────────────────────────── フロントページの続き (72)発明者 伊達 忠則 広島市中区橋本町10番10号 株式会社竹中 工務店広島支店内 (72)発明者 甲野 裕之 広島市中区橋本町10番10号 株式会社竹中 工務店広島支店内 (72)発明者 最上 公彦 東京都中央区銀座八丁目21番1号 株式会 社竹中工務店東京本店内 (72)発明者 安部 裕 東京都中央区銀座八丁目21番1号 株式会 社竹中工務店東京本店内 (72)発明者 成田 秀幸 東京都中央区銀座八丁目21番1号 株式会 社竹中工務店東京本店内 ─────────────────────────────────────────────────── ─── Continuation of the front page (72) Inventor Tadanori Date 10-10 Hashimoto-cho, Naka-ku, Hiroshima City Takenaka Corporation, Hiroshima Branch (72) Hiroyuki Kono 10-10 Hashimoto-cho, Naka-ku, Hiroshima Takenaka Corporation Hiroshima Branch (72) Inventor Kimiko Mogami 8-21-1, Ginza, Chuo-ku, Tokyo Stock Company Takenaka Corporation Tokyo Main Store (72) Inventor Yu Abe 8-21, Ginza, Chuo-ku, Tokyo No. 1 Incorporated Takenaka Corporation Tokyo Main Store (72) Inventor Hideyuki Narita 21-21 Ginza 8-chome, Chuo-ku, Tokyo Incorporated Takenaka Corporation Tokyo Main Store

Claims (1)

【特許請求の範囲】[Claims] 【請求項1】吊りケーブルと押えケーブルとで2方向曲
率のケーブルネットが形成され、前記ケーブルネットの
上に膜材が張設され、屋根の中央に押えケーブルと同方
向にトラス構造のキール集成材がアーチ状に立設されて
いる2方向曲率膜屋根において、 前記キール集成材のキール梁に吊りケーブルの一端の延
長線方向に傾斜した通孔が設けられており、該通孔の内
側の端部に吊りケーブルと直角な反力受けが設けられ、
前記通孔に通した吊りケーブルの端部のネジエンドスリ
ーブが前記反力受け上にナットで締結されており、吊り
ケーブルの他端のネジエンドスリーブは周辺躯体に取り
付けられたアンカー部材とターンバックルで連結されて
いることを特徴とする、大面積の2方向曲率膜屋根。
1. A keel assembly having a truss structure in the same direction as the presser cable is formed in the center of the roof by forming a cable net having a two-direction curvature with the suspending cable and the presser cable and stretching a film material on the cable net. In a two-direction curved membrane roof in which a member is erected in an arch shape, a keel beam of the keel laminated member is provided with a through hole inclined in an extension line direction of one end of the suspension cable, and the inside of the through hole is provided. A reaction force receiver that is perpendicular to the suspension cable is provided at the end,
The screw end sleeve at the end of the suspension cable passed through the through hole is fastened with a nut on the reaction force receiver, and the screw end sleeve at the other end of the suspension cable is an anchor member attached to the peripheral body and a turnbuckle. A large-area two-way curved membrane roof, characterized by being connected by.
JP1528092A 1992-01-30 1992-01-30 Large area two-way curved membrane roof Expired - Fee Related JP2936363B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP1528092A JP2936363B2 (en) 1992-01-30 1992-01-30 Large area two-way curved membrane roof

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP1528092A JP2936363B2 (en) 1992-01-30 1992-01-30 Large area two-way curved membrane roof

Publications (2)

Publication Number Publication Date
JPH05209473A true JPH05209473A (en) 1993-08-20
JP2936363B2 JP2936363B2 (en) 1999-08-23

Family

ID=11884446

Family Applications (1)

Application Number Title Priority Date Filing Date
JP1528092A Expired - Fee Related JP2936363B2 (en) 1992-01-30 1992-01-30 Large area two-way curved membrane roof

Country Status (1)

Country Link
JP (1) JP2936363B2 (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2017145640A (en) * 2016-02-18 2017-08-24 三洋工業株式会社 Ceiling fall prevention structure
CN113463803A (en) * 2021-08-20 2021-10-01 中建七局建筑装饰工程有限公司 Double-curved-surface aluminum plate curtain wall system and installation method thereof

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2017145640A (en) * 2016-02-18 2017-08-24 三洋工業株式会社 Ceiling fall prevention structure
CN113463803A (en) * 2021-08-20 2021-10-01 中建七局建筑装饰工程有限公司 Double-curved-surface aluminum plate curtain wall system and installation method thereof
CN113463803B (en) * 2021-08-20 2022-11-22 中建七局建筑装饰工程有限公司 Double-curved-surface aluminum plate curtain wall system and installation method thereof

Also Published As

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