JPH06146486A - Method for constructing concrete panel of dome structure - Google Patents

Method for constructing concrete panel of dome structure

Info

Publication number
JPH06146486A
JPH06146486A JP30706692A JP30706692A JPH06146486A JP H06146486 A JPH06146486 A JP H06146486A JP 30706692 A JP30706692 A JP 30706692A JP 30706692 A JP30706692 A JP 30706692A JP H06146486 A JPH06146486 A JP H06146486A
Authority
JP
Japan
Prior art keywords
panel
dome structure
roof
rising
rising part
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
JP30706692A
Other languages
Japanese (ja)
Other versions
JP3271021B2 (en
Inventor
Susumu Yoshida
進 吉田
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.)
Taisei Corp
Original Assignee
Taisei 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 Taisei Corp filed Critical Taisei Corp
Priority to JP30706692A priority Critical patent/JP3271021B2/en
Publication of JPH06146486A publication Critical patent/JPH06146486A/en
Application granted granted Critical
Publication of JP3271021B2 publication Critical patent/JP3271021B2/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

Links

Abstract

PURPOSE:To simplify the execution of works by furnishing a rising part and a falling part at the top and bottom of a dome structure roof, providing a gate-form overlapping part and a rising part at the two ends in the direction to the inclination direction, and therewith forming a panel. CONSTITUTION:A rising part 1 is installed at the top in the inclining direction of the roof of a dome structure or a slope on the wall while a falling part 2 is furnished at the bottom, and a gate-form overlapping pant 3 is installed at one end in the direction perpendicular to the inclination direction while a rising part 4 furnished at the other end so that a PC panel A is formed. The overlapping part 3 of this PC panel A is overlapped on the end rising part 4 of the adjacent PC panel A, and the PC panels A are overlapped over the vertical direction and circumferential direction and fixed onto a lower chord slant steel beam (a) of the dome structure P. This provides sound shutting performance and rainwater treatment.

Description

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

【0001】[0001]

【産業上の利用分野】本発明はドーム構造物におけるコ
ンクリート系パネルの施工法に係るものである。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a method for constructing a concrete panel in a dome structure.

【0002】[0002]

【従来の技術】都市型のドームでは、内部の音を外部に
漏出させない、そしてドーム外部の音を内部に進入させ
ないという高い遮音性が求められる。そのためには外壁
及び屋根材にコンクリートパネル(以下PCパネルと称
する)の如き質量の大きな材料が必要とされる。
2. Description of the Related Art A city type dome is required to have high sound insulation so that internal sound does not leak out and sound outside the dome does not enter. For that purpose, a material having a large mass such as a concrete panel (hereinafter referred to as a PC panel) is required for the outer wall and the roof material.

【0003】[0003]

【発明が解決しようとする課題】しかしながらドーム構
造物において、斜行梁にPCパネルを仕上げ施工を行な
うことは、PCパネルの接合部の接合、及び雨仕舞の点
に問題があった。本発明はこのような実情に鑑みて提案
されたものであって、その目的とする処は、施工が容易
で遮音性に優れ、確実な雨水処理が施されるドーム構造
物におけるコンクリート系パネルの施工法に係るもので
ある。
However, in the dome structure, finishing the PC panel on the oblique beam has a problem in terms of joining the joining portion of the PC panel and raining. The present invention has been proposed in view of such circumstances, the purpose of the purpose of the concrete panel in a dome structure that is easy to construct and excellent in sound insulation, and is subjected to reliable rainwater treatment. It relates to the construction method.

【0004】[0004]

【課題を解決するための手段】前記の目的を達成するた
め、本発明に係るドーム構造物におけるコンクリート系
パネルの施工法によれば、ドーム構造物屋根、壁の傾斜
方向の上端に立上り部を、下端に立下り部を夫々設ける
とともに、傾斜方向と直交する方向の一端部には門型の
重ね部を、他端部には立上り部を夫々設けたコンクリー
ト系パネルを、ドーム構造物の下弦斜行梁上に取付ける
のに際し、相隣る前記パネル相互の端部を重ね合わせる
ことを特徴とするものである。
In order to achieve the above object, according to the method for constructing a concrete panel in a dome structure according to the present invention, a rising portion is formed at the upper end of the dome structure roof and the wall in the inclination direction. , The lower chord of the dome structure, the lower part of the dome structure with the falling part at the lower end, the gate-shaped overlapping part at one end in the direction orthogonal to the tilt direction, and the concrete panel with the rising part at the other end. When mounted on the oblique beam, the end portions of the adjacent panels are overlapped with each other.

【0005】[0005]

【作用】本発明によればドーム構造物における外壁及び
屋根材として、質量の大きなコンクリート系パネルを使
用し、同パネルのドーム構造物屋根の傾斜方向の上下端
部夫々立上り部、立下り部を夫々設け、傾斜方向と直交
する方向の両端には門型の重ね部及び立上り部を夫々設
け、かくして構成された同PCパネル相互間の傾斜方
向、及び同傾斜方向と直交する相互の端部を重合するこ
とによって、前記PCパネルが瓦の場合を同様な手法で
ドーム構造屋根部の下弦斜行梁に簡単に取付けられ、ド
ーム構造物の壁、屋根が構成される。かくして質量の大
きい同PCパネルによって優れた遮音性が発揮され、ま
た相隣るPCパネルの前記各端部が重合していることに
よって確実な遮音性と雨水処理が行なわれ、更にまた構
造部がPCパネルの外部に配置されることとなり、ドー
ムの気積が最小となり残響音が短かくなる。
According to the present invention, a concrete panel having a large mass is used as the outer wall and the roofing material of the dome structure, and the rising and falling portions of the upper and lower ends of the dome structure roof of the panel in the inclined direction are respectively defined. Each of them is provided with a gate-shaped overlapping portion and a rising portion at both ends in the direction orthogonal to the inclination direction, and the inclination direction between the PC panels thus configured and the mutual end portions orthogonal to the inclination direction are formed. By superimposing, when the PC panel is a roof tile, it can be easily attached to the lower chord slant beam of the dome structure roof portion in the same manner, and the wall and roof of the dome structure are configured. Thus, the large PC panel provides excellent sound insulation, and the overlapping edges of adjacent PC panels ensure sound insulation and rainwater treatment. Since it is arranged outside the PC panel, the volume of the dome is minimized and the reverberation sound becomes short.

【0006】[0006]

【実施例】以下本発明を図示の実施例について説明す
る。図4及び図5は本発明の適用されるドーム構造物P
を示し、aはアーチ状テンションビーム構造Cを構成す
る下弦鉄骨梁、bは上弦テンションケーブル、dは束材
で、下弦鉄骨梁a上に前記PCパネルAが装架される。
The present invention will be described below with reference to the illustrated embodiments. 4 and 5 show a dome structure P to which the present invention is applied.
A is a lower chord steel beam forming the arch-shaped tension beam structure C, b is an upper chord tension cable, and d is a bundle material, and the PC panel A is mounted on the lower chord steel beam a.

【0007】Bはドーム構造物Pの頂部の車輪状張弦梁
構造で、上弦鉄骨梁eと下弦ケーブルfより構成されて
いる。図中gは頂部リング、hは天蓋、またQは下部躯
体である。AはPCパネルで、ドーム構造物屋根、壁の
傾斜部の傾斜方向の上端に立上り部1を、下端に立下り
部2が夫々設けられ、前記傾斜方向と直交する方向の一
端に門型の重ね部3が、他端に立上り部4が夫々設けら
れている。
Reference numeral B denotes a wheel-shaped tension string beam structure on the top of the dome structure P, which is composed of an upper string steel beam e and a lower string cable f. In the figure, g is the top ring, h is the canopy, and Q is the lower frame. A is a PC panel, which is provided with a rising portion 1 at the upper end of the dome structure roof and the inclined portion of the wall in the inclination direction, and a falling portion 2 at the lower end thereof, and has a gate-type at one end in the direction orthogonal to the inclination direction. The overlapping portion 3 is provided, and the rising portion 4 is provided at the other end.

【0008】なお前記立上り部1及び立下り部2の端面
にはゴムパッキング5が装着されている。而して前記P
CパネルAをドーム構造物Pのアーチ状テンションビー
ム構造Cを構成する下弦鉄骨梁aの傾斜上部フランジ上
に接合する場合、同梁aの上部フランジにPCパネル受
け金物6を介してPCパネルAの歯形部7を取付け、下
位のPCパネルAの上端立上り部1を上位に隣るPCパ
ネルAの下端立下り部2と係合させ(図1参照)PCパ
ネルにおける前記傾斜方向と直交する方向の端部の門型
の重ね部3を相隣るPCパネルAの端部立上り部4に重
合し、以下同様にしてPCパネルAを上下方向及び周方
向に亘って重ね合わせてドーム構造物の屋根、壁をPC
パネルで構成する。(図2参照)図3は前記PCパネル
Aの重なり部分を示し、矢印で示すように雨水が確実に
処理される。図中前記PCパネルAに設けた2重斜線は
同パネルAの切断部分で、同切断部分に連接するパネル
Aの下端部及び側端部の図示が省略されている。
A rubber packing 5 is attached to the end surfaces of the rising portion 1 and the falling portion 2. Thus, the P
When the C panel A is joined to the inclined upper flange of the lower chordal steel beam a which constitutes the arch-shaped tension beam structure C of the dome structure P, the PC panel A is attached to the upper flange of the beam a through the PC panel bracket 6. Of the lower PC panel A is attached to engage the upper edge rising portion 1 of the lower PC panel A with the lower edge falling portion 2 of the upper adjacent PC panel A (see FIG. 1). Of the dome structure by overlapping the gate-shaped overlapping portions 3 at the end portions of the same with the edge rising portions 4 of the adjacent PC panels A, and similarly stacking the PC panels A in the vertical direction and the circumferential direction. PC roof and wall
Composed of panels. (See FIG. 2) FIG. 3 shows an overlapping portion of the PC panel A, and rainwater is surely treated as indicated by an arrow. In the figure, the double diagonal line provided on the PC panel A is a cut portion of the panel A, and the lower end portion and the side end portion of the panel A connected to the cut portion are not shown.

【0009】[0009]

【発明の効果】このように本発明によれば、ドーム構造
物屋根、壁の傾斜方向の上下各端部に立上り部及び立下
り部を夫々設けるとともに、前記傾斜方向と直交する方
向の一端部には門型の重ね部を、他端部には立上り部を
夫々設けたPCパネルを、ドーム構造物の下弦斜行梁上
に取付けるのに際し、相隣る前記PCパネル相互の端部
を重ね合わせることによって、PCパネルを瓦と同じよ
うに重ねながら施工することによって、ドーム構造物に
簡単にPCパネル屋根、壁を施工しうるものである。
As described above, according to the present invention, the dome structure roof and the wall are provided with a rising portion and a falling portion respectively at upper and lower ends in the inclination direction, and one end portion in the direction orthogonal to the inclination direction. When a PC panel having a gate-shaped overlapping portion and a rising portion at the other end is mounted on the lower chord beam of the dome structure, the end portions of the adjacent PC panels are overlapped with each other. By combining the PC panels while stacking them in the same manner as the roof tiles, it is possible to easily construct the PC panel roof and wall on the dome structure.

【0010】また本発明によれば質量の大きいコンクリ
ート系パネルによってドーム構造物の内部を仕上げを施
したことによって遮音性が高められ、ドーム内部の音が
外に漏出することがなく、また外部の音が内部に進入す
ることがない。更にまた構造部材が外部に配設されたこ
とによって、ドームの気積が低減され、残響音が短かく
なり、各種音楽イべントに対応することができる。また
このように内部気積が小さいため、空調負荷が小さく、
内部仕上面積が減少される。
Further, according to the present invention, since the interior of the dome structure is finished by the concrete panel having a large mass, the sound insulation is enhanced so that the sound inside the dome does not leak to the outside and Sound does not enter inside. Furthermore, since the structural member is disposed outside, the air volume of the dome is reduced, the reverberation sound is shortened, and various music events can be dealt with. Moreover, since the internal air volume is small, the air conditioning load is small,
Internal finishing area is reduced.

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

【図1】本発明に係るドーム構造物におけるコンクリー
ト系パネルの施工法における屋根勾配方向の前記パネル
の重ね合せ部を示す縦断面図である。
FIG. 1 is a vertical cross-sectional view showing an overlapping portion of the panels in a roof slope direction in a method of constructing a concrete panel in a dome structure according to the present invention.

【図2】屋根勾配と直交方向の前記パネルの重ね合せ部
を示す縦断面図である。
FIG. 2 is a vertical cross-sectional view showing an overlapping portion of the panels in a direction orthogonal to a roof slope.

【図3】前記パネルの重合部を示す斜視図である。FIG. 3 is a perspective view showing an overlapping portion of the panel.

【図4】本発明の適用されたドーム構造部の要部縦断面
図である。
FIG. 4 is a longitudinal sectional view of an essential part of a dome structure section to which the present invention is applied.

【図5】ドーム構造の正面図である。FIG. 5 is a front view of a dome structure.

【符号の説明】 A PCパネル B 車輪状張弦梁構造 C アーチ状テンションビーム構造 P ドーム構造物 Q 下部躯体 a 下弦鉄骨梁(下弦斜行梁) b 上弦テンションケーブル 1 立上り部 2 立下り部 3 重ね部 4 立上り部 5 ゴムパッキング 6 PCパネル受け金物 7 歯形部[Explanation of symbols] A PC panel B Wheel-shaped tension beam structure C Arch-shaped tension beam structure P Dome structure Q Lower frame a Lower chord steel beam (lower chord beam) b Upper chord tension cable 1 Rising portion 2 Falling portion 3 Lapping portion 4 Rising part 5 Rubber packing 6 PC panel bracket 7 Tooth profile

Claims (1)

【特許請求の範囲】[Claims] 【請求項1】 ドーム構造物屋根、壁の傾斜方向の上端
に立上り部を、下端に立下り部を夫々設けるとともに傾
斜方向と直交する方向の一端部には門型の重ね部を、他
端部には立上り部を夫々設けたコンクリート系パネル
を、ドーム構造物の下弦斜行梁上に取付けるのに際し、
相隣る前記パネル相互の端部を重ね合わせることを特徴
とするコンクリート系パネルの施工法。
1. A dome structure roof, a rising portion is provided at an upper end in a tilting direction of a wall, a falling portion is provided at a lower end, and a gate-shaped overlapping portion is provided at one end in a direction orthogonal to the tilting direction and the other end is provided. At the time of installing the concrete type panel with the rising part in each part on the lower chord beam of the dome structure,
A method for constructing a concrete-based panel, characterized in that the ends of adjacent panels are overlapped with each other.
JP30706692A 1992-11-17 1992-11-17 Construction method of concrete panel in dome structure Expired - Fee Related JP3271021B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP30706692A JP3271021B2 (en) 1992-11-17 1992-11-17 Construction method of concrete panel in dome structure

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP30706692A JP3271021B2 (en) 1992-11-17 1992-11-17 Construction method of concrete panel in dome structure

Publications (2)

Publication Number Publication Date
JPH06146486A true JPH06146486A (en) 1994-05-27
JP3271021B2 JP3271021B2 (en) 2002-04-02

Family

ID=17964638

Family Applications (1)

Application Number Title Priority Date Filing Date
JP30706692A Expired - Fee Related JP3271021B2 (en) 1992-11-17 1992-11-17 Construction method of concrete panel in dome structure

Country Status (1)

Country Link
JP (1) JP3271021B2 (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO2023073865A1 (en) * 2021-10-28 2023-05-04 合同会社無限 Roof panel made of precast concrete, roof configured by roof panel, and three-dimensional structure including roof

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO2023073865A1 (en) * 2021-10-28 2023-05-04 合同会社無限 Roof panel made of precast concrete, roof configured by roof panel, and three-dimensional structure including roof

Also Published As

Publication number Publication date
JP3271021B2 (en) 2002-04-02

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