JPS6146082Y2 - - Google Patents

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Publication number
JPS6146082Y2
JPS6146082Y2 JP794781U JP794781U JPS6146082Y2 JP S6146082 Y2 JPS6146082 Y2 JP S6146082Y2 JP 794781 U JP794781 U JP 794781U JP 794781 U JP794781 U JP 794781U JP S6146082 Y2 JPS6146082 Y2 JP S6146082Y2
Authority
JP
Japan
Prior art keywords
chevron
members
wall
fixed
frame
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.)
Expired
Application number
JP794781U
Other languages
Japanese (ja)
Other versions
JPS57123401U (en
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 filed Critical
Priority to JP794781U priority Critical patent/JPS6146082Y2/ja
Publication of JPS57123401U publication Critical patent/JPS57123401U/ja
Application granted granted Critical
Publication of JPS6146082Y2 publication Critical patent/JPS6146082Y2/ja
Expired legal-status Critical Current

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  • Roof Covering Using Slabs Or Stiff Sheets (AREA)

Description

【考案の詳細な説明】 本考案は、壁部大型山形材を強固で、比較的簡
単に支持取付ができ、しかも熱伸縮する長大スパ
ンの金属性の屋根部大型山形材をその対設した壁
部大型山形材上に固着しても、その熱伸縮を吸収
して何等応力歪等の発生を防止できる壁部大型山
形材の支持装置に関する。
[Detailed description of the invention] The present invention is designed to make the large chevron-shaped wall part strong and relatively easy to support and install, and also to attach the large-sized chevron-shaped roof part made of a metal roof with a long span that can be expanded and contracted by heat to the opposite wall. The present invention relates to a support device for a wall large-sized chevron that can absorb the thermal expansion and contraction of the large-sized chevron and prevent the occurrence of stress and strain even if it is fixed on the large-sized chevron.

従来より、長大スパン(長さ約15m乃至50m)
で、大型(高さ約1m乃至約1.5m)の山形屋根
材が工場生産されている。これを現場に運搬し
て、そこの構造物上に大型クレーン等で一つ一つ
順次吊り上げ、その構造物上部の対向する構造材
間に亘つて載置し、これに隣接の大型山形屋根材
を併設して屋根葺成していた。その大型山形屋根
材は、天井板、断熱材、照明装置等を付帯させ、
現場施工を最小限にし、強度性、施工性、価格性
等を向上を図らんとしたものであり、屋根に使用
されていた。近時、そのような大型山形屋根材を
壁にも使用して、構造物略全体を施工すること
が、強度性、施工性、外観性等の面から強く要望
されている。ところが、最大スパンの屋根部大型
山形材を対設する壁部大型山形材上に取付ける
と、その屋根部大型山形材の熱伸縮により、それ
ら大型山形材に熱応力が生じ、変形歪等が生ずる
問題がある。また、そのような壁部大型山形材を
強固且つ簡単に支持する装置が存在しなかつた。
Longer span than before (approximately 15m to 50m in length)
Large-sized (approximately 1m to 1.5m in height) chevron-shaped roofing materials are produced in factories. This is transported to the site, lifted one by one onto the structure there using a large crane, etc., placed between the opposing structural members at the top of the structure, and then placed on top of the adjacent large chevron roofing material. It had a roof attached to it. The large chevron roofing material is equipped with ceiling panels, insulation materials, lighting equipment, etc.
It was designed to minimize on-site construction and improve strength, workability, affordability, etc., and was used for roofs. In recent years, there has been a strong demand for using such large-sized chevron-shaped roofing materials also on walls to construct almost the entire structure from the viewpoints of strength, workability, appearance, and the like. However, when a large chevron for the roof with the maximum span is installed on a large chevron for the opposing wall, thermal expansion and contraction of the large chevron for the roof generates thermal stress on those large chevrons, causing deformation and strain. There's a problem. Furthermore, there is no device that can firmly and easily support such a large wall angle member.

そこで、本考案は、台形枠の広幅底部材の両端
より下方に縦材を設け、その台形枠の狭幅上部材
の両端とその両縦材夫々の下端との間に斜材を設
け、且つ両縦材下端間に横杆を固設して骨組脚部
とし、該骨組脚部を壁部大型山形材の内面下方に
固着し、下部板に上部板を揺動自在に設けた両ピ
ンシユーの上部板夫々に前記縦材下端を固着した
ことにより、その骨組脚部及びピンシユーにて、
強固で、比較的簡単に壁部大型山形材を支持施工
ができるし、熱伸縮する長大スパンの屋根部大型
山形材を、対設させた壁部大型山形材上に固着し
ても、その熱伸縮はピンシユー箇所で全て吸収で
き、その壁部大型山形材等には何等の変形歪を生
じさせないようにでき前記の問題点等を解消した
ものである。
Therefore, the present invention provides vertical members below both ends of the wide bottom member of the trapezoidal frame, and provides diagonal members between both ends of the narrow upper member of the trapezoidal frame and the lower ends of each of the vertical members, and A horizontal rod is fixed between the lower ends of both vertical members to form a frame leg, the frame leg is fixed to the lower inner surface of a large mountain-shaped wall member, and the upper plate is swingably provided on the lower plate. By fixing the lower ends of the vertical members to each of the upper plates, the frame legs and pins can
It is strong and can be constructed to support large chevrons on walls relatively easily, and even if a large chevron on a roof with a long span that expands and contracts with heat is fixed on the large chevrons on an opposing wall. All of the expansion and contraction can be absorbed at the pin-shape portion, and no deformation or strain is caused to the large chevron-shaped members of the wall, thereby solving the above-mentioned problems.

次にその構造を図面について説明する。 Next, the structure will be explained with reference to the drawings.

Aは壁部大型山形材であつて、断面略台形山形を
なし、この両側下端より外方上側に傾斜縁が形成
され、その全体の山の高さ約1m乃至約1.5m、
幅約2mである。この壁部大型山形材Aは、垂直
状または適宜の角度傾斜させて設けるものであ
り、この裏面には、長手方向に適宜の間隔をおい
て力骨αが設けられている。さらに、壁部大型山
形材Aの裏面には、断熱材、化粧板等が予め工場
にて取付けられているが図面では省略した。1は
骨組脚部であつて、上部に、壁部大型山形材Aの
断面の大きさと同等の台形枠2が設けられ、該台
形枠2の広幅底部材2aの両端より下方に縦材
3,3(図面では傾斜している)が平行に設けら
れ、該縦材3,3の下端と台形枠2の狭幅上部材
2bの両端夫々との間に斜材4,4が設けられ、
且つ両縦材3,3の両下端間には横材5が横設さ
れている。このような台形枠2縦材3,3斜材
4,4横材5にて骨組脚部1が構成されている。
その縦材3と斜材4間には、補強材6が必要に応
じて設けられている。その骨組脚部1が、前記壁
部大型山形材Aの下方内面に、その横材5が壁部
大型山形材Aの下端と略一致するようにして溶接
等にて固着されている。実際の溶接箇所は、台形
枠2の広幅底部材2aを除いた部材及び縦材3,
3斜材4,4である。7はピンシユーであつて、
上部板8の下面に垂下板9が固設され、その下部
板10の上部に垂設した両垂直板11,11間に
その垂下板9が遊挿されてピン12にて軸支さ
れ、下部板10に対して仮想垂直面上を上部板8
が揺動自在に設けられている。その垂下板9垂直
板11には必要に応じて補強片13が設けられて
いる。そのピンシユー7の下部板10は、基礎等
にアンカー等で固着され、その上部板8の上面に
前記骨組脚部1の縦材3,3の下端、或は縦材
3,3斜材4,4の下端が固着されている。図中
14はフランジで、前記壁部大型山形材Aの上側
の傾斜端面(側面からみて)に固着されている。
Bは長大スパン(約15m乃至約50m)の屋根部大
型山形材であつて、その材料及び断面形状は、前
記壁部大型山形材Aと同一であり、その付帯部材
(例えば、断熱材等)も略同一のものが設けられ
ている。その長手方向に継目なしで形成したり、
或は複数材で(第4図、第5図においては2部
材)を、突き合わせ部のフランジ相互をボルト・
ナツト等にて固着している。継目なしの場合も、
複数材の場合も、その中間が僅か、またはある程
度持ち上がるように構成している(第4図、第5
図参照)。その屋根部大型山形材Bの長手方向の
両端面は、前記壁部大型山形材Aの上端面に対応
して傾斜形成され、該端面にフランジ15,15
が固着されている。その屋根部大型山形材Bは、
対設した壁部大型山形材A,Aの上端間に、クレ
ーン等によつて載置され、そのフランジ14,1
5がボルト・ナツト等にて固着されている。これ
らが順次繰返されて大型構造物(第4図、第5図
参照)が施工される。
A is a large chevron-shaped wall member, which has a substantially trapezoidal chevron-shaped cross section, with sloped edges formed outward and upward from the lower ends on both sides, and the height of the entire mountain is approximately 1 m to approximately 1.5 m.
It is approximately 2m wide. The wall portion large-sized chevron-shaped member A is provided vertically or inclined at an appropriate angle, and on the back surface thereof, force bones α are provided at appropriate intervals in the longitudinal direction. Furthermore, a heat insulating material, a decorative board, etc. are previously attached to the back surface of the wall portion large angle-shaped member A at a factory, but these are omitted in the drawings. Reference numeral 1 denotes a frame leg part, and a trapezoidal frame 2 having the same cross-sectional size as the wall large chevron member A is provided on the upper part, and vertical members 3, 3 (slanted in the drawing) are provided in parallel, and diagonal members 4, 4 are provided between the lower ends of the vertical members 3, 3 and both ends of the narrow upper member 2b of the trapezoidal frame 2, respectively,
Further, a cross member 5 is installed horizontally between both lower ends of both vertical members 3,3. A frame leg portion 1 is constituted by the trapezoidal frame 2, vertical members 3, 3 diagonal members 4, 4, and horizontal members 5.
A reinforcing member 6 is provided between the vertical member 3 and the diagonal member 4 as necessary. The frame leg portion 1 is fixed to the lower inner surface of the wall large-sized chevron-shaped member A by welding or the like so that its cross member 5 substantially coincides with the lower end of the wall-portion large-sized chevron-shaped member A. The actual welding points are the members of the trapezoidal frame 2 excluding the wide bottom member 2a, the vertical members 3,
3 diagonal members 4,4. 7 is pinshiyu,
A hanging plate 9 is fixed to the lower surface of the upper plate 8, and the hanging plate 9 is loosely inserted between both vertical plates 11, 11 suspended above the lower plate 10, and is pivotally supported by a pin 12. The upper plate 8 is placed on a virtual vertical plane with respect to the plate 10.
is swingably provided. A reinforcing piece 13 is provided on the vertical plate 11 of the hanging plate 9 as required. The lower plate 10 of the pin shoe 7 is fixed to a foundation etc. with an anchor or the like, and the lower ends of the vertical members 3, 3 of the frame leg portion 1, or the vertical members 3, 3 diagonal members 4, The lower end of 4 is fixed. In the figure, reference numeral 14 denotes a flange, which is fixed to the upper inclined end surface (as viewed from the side) of the large angle-shaped wall member A.
B is a large chevron for the roof with a long span (approximately 15 m to approximately 50 m), and its material and cross-sectional shape are the same as the large chevron for the wall A, and its incidental materials (for example, insulation materials, etc.) Almost the same thing is also provided. Formed seamlessly in the longitudinal direction,
Alternatively, use multiple materials (two members in Figures 4 and 5) and bolt the flanges of the butt parts together.
It is fixed with nuts etc. Even if there is no seam,
Even in the case of multiple materials, the structure is such that the middle part is raised slightly or to some extent (see Figures 4 and 5).
(see figure). Both end surfaces in the longitudinal direction of the roof portion large angle-shaped member B are formed to be inclined corresponding to the upper end surfaces of the wall portion large angle-shaped member A, and flanges 15, 15 are provided on the end surfaces.
is fixed. The large chevron B for the roof is
It is placed by a crane or the like between the upper ends of the large angle-shaped members A and A of the opposing walls, and the flanges 14, 1
5 is fixed with bolts and nuts. These steps are repeated one after another to construct a large structure (see FIGS. 4 and 5).

次に作用効果について説明する。 Next, the effects will be explained.

本考案においては、台形枠2の広幅底部材2a
の両端より下方に縦材3,3を設け、その台形枠
2の狭幅上部材2bの両端とその両縦材3,3
夫々の下端との間に斜材4,4を設けて骨組脚部
1とし、該骨組脚部1を壁部大型山形材Aの内面
下方に固着したので、その自重の重い壁部大型山
形材Aの全重量を、台形枠2縦材3,3斜材4,
4を介して、骨組脚部1の縦材3,3の下端で略
集中的に支持できるし、その台形枠2縦材3,3
斜材4,4にて複数のトラス部分が構成され、そ
の支持も極めて強固にできる。また、壁部大型山
形材Aに骨組脚部1の取付も、単に溶着等で固着
するのみで、技術的にも簡単であり、取付施工も
迅速にできる。特に本考案では、両縦材3,3下
端で支持するようにし、且つ横材5をその両縦材
3,3下端間に設けたので、前後方向(第4図の
紙面において表裏方向)に、安定し、壁部大型山
形材Aを1本だけ立設しても前後方向には著しく
転倒しにくなり、強固な支持施工ができる。。ま
た、本考案においては、下部板10に上部板8を
揺動自在に設けた両ピンシユー7,7の上部板
8,8夫々に前記骨組脚部1の縦材3,3下端を
固着したことにより、熱伸縮する長大スパンの金
属性の屋根部大型山形材Bをその対設した壁部大
型山形材A,A上に載置固着(剛接合)し、その
屋根部大型山形材Bが外気温に対応して熱伸縮し
ても、ピンシユー7を支点として壁部大型山形材
Aが揺動することで、その伸縮を吸収でき、壁部
大型山形材A等に何等の熱応力歪、変形歪等を発
生させないようにでき、それによる破損もなく長
期に亘つて強固な支持装置を提供できる。
In the present invention, the wide bottom member 2a of the trapezoidal frame 2
Vertical members 3, 3 are provided below both ends of the trapezoidal frame 2, and both ends of the narrow upper member 2b of the trapezoidal frame 2 and the vertical members 3, 3 are provided below both ends of the trapezoidal frame 2.
Since diagonal members 4, 4 are provided between the lower ends of each of the frame legs 1, and the frame legs 1 are fixed to the lower inner surface of the wall large-sized chevron A, the wall large-sized chevron has a heavy weight. The total weight of A is the trapezoidal frame 2 vertical members 3, 3 diagonal members 4,
4, the vertical members 3, 3 of the frame leg 1 can be supported substantially centrally at the lower ends of the vertical members 3, 3 of the trapezoidal frame 2.
A plurality of truss parts are formed by the diagonal members 4, 4, and the support thereof can be extremely strong. Further, the attachment of the frame leg portion 1 to the wall large-sized chevron member A is technically simple and can be done quickly by simply fixing it by welding or the like. In particular, in the present invention, since it is supported by the lower ends of both vertical members 3 and 3, and the cross member 5 is provided between the lower ends of both vertical members 3 and 3, it is possible to , it is stable, and even if only one large chevron-shaped wall member A is erected, it is extremely difficult to fall down in the front-back direction, and strong support construction can be achieved. . Further, in the present invention, the lower ends of the vertical members 3, 3 of the frame leg portion 1 are fixed to the upper plates 8, 8 of both pin shoes 7, 7, in which the upper plate 8 is swingably provided on the lower plate 10. Accordingly, the large-sized roof chevron B, which is heat-expandable and has a long span, is placed and fixed (rigidly joined) on the opposing large-scale chevron members A, A, and the roof large chevron B is removed. Even if thermal expansion and contraction occurs in response to the temperature, the wall large-sized chevron A swings around the pinsieur 7 as a fulcrum, absorbing the expansion and contraction, and prevents any thermal stress strain or deformation on the wall large chevron A, etc. It is possible to prevent the occurrence of distortion, etc., and to provide a strong support device for a long period of time without damage due to distortion.

【図面の簡単な説明】[Brief explanation of the drawing]

第1図は一部切除した本考案の斜視図、第2図
はピンシユーの斜視図、第3図はピンシユーの側
面図、第4図は本考案に一部屋根部大型山形材を
設けた正面図、第5図は第4図の全体縮小正面図
である。 A……壁部大型山形材、1……骨組脚部、2…
…台形枠、2a……広幅底部材、2b……狭幅上
部材、3……縦材、4……斜材、5……横材、7
……ピンシユー、8……上部板、10……下部
板。
Figure 1 is a perspective view of the present invention with a portion cut away, Figure 2 is a perspective view of the pinsieur, Figure 3 is a side view of the pinsieur, and Figure 4 is a front view of the present invention with a large chevron shaped member partially provided on the roof. , FIG. 5 is an overall reduced front view of FIG. 4. A...Large angle-shaped wall member, 1...Frame leg, 2...
...Trapezoidal frame, 2a... Wide bottom member, 2b... Narrow top member, 3... Vertical member, 4... Diagonal member, 5... Horizontal member, 7
……pin siew, 8…upper plate, 10…lower plate.

Claims (1)

【実用新案登録請求の範囲】[Scope of utility model registration request] 台形枠の広幅底部材の両端より下方に縦材を設
け、その台形枠の狭幅上部材の両端とその両縦材
夫々の下端との間に斜材を設け、且つ両縦材下端
間に横杆を固設して骨組脚部とし、該骨組脚部を
壁部大型山形材の内面下方に固着し、下部板に上
部板を揺動自在に設けた両ピンシユーの上部板
夫々に前記縦材下端を固着したことを特徴とした
壁部大型山形材の支持装置。
A vertical member is provided below both ends of the wide bottom member of the trapezoidal frame, a diagonal member is provided between both ends of the narrow upper member of the trapezoidal frame and the lower end of each of the vertical members, and a diagonal member is provided between the lower ends of both the vertical members. A horizontal rod is fixed to form a frame leg, and the frame leg is fixed to the lower inner surface of a large chevron member of the wall, and the upper plate of both pins is swingably provided on the lower plate. A support device for large chevron-shaped wall members, characterized by the lower end of the material being fixed.
JP794781U 1981-01-24 1981-01-24 Expired JPS6146082Y2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP794781U JPS6146082Y2 (en) 1981-01-24 1981-01-24

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP794781U JPS6146082Y2 (en) 1981-01-24 1981-01-24

Publications (2)

Publication Number Publication Date
JPS57123401U JPS57123401U (en) 1982-07-31
JPS6146082Y2 true JPS6146082Y2 (en) 1986-12-25

Family

ID=29806116

Family Applications (1)

Application Number Title Priority Date Filing Date
JP794781U Expired JPS6146082Y2 (en) 1981-01-24 1981-01-24

Country Status (1)

Country Link
JP (1) JPS6146082Y2 (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN111851742A (en) * 2020-07-14 2020-10-30 四川绿建西宜建设工程有限公司 Bamboo arch structure of bamboo shop roof and construction process

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN111851742A (en) * 2020-07-14 2020-10-30 四川绿建西宜建设工程有限公司 Bamboo arch structure of bamboo shop roof and construction process
CN111851742B (en) * 2020-07-14 2021-06-25 四川绿建西宜建设工程有限公司 Bamboo arch structure of bamboo shop roof and construction process

Also Published As

Publication number Publication date
JPS57123401U (en) 1982-07-31

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