JP3039737B2 - Roof prevention roof - Google Patents

Roof prevention roof

Info

Publication number
JP3039737B2
JP3039737B2 JP4322222A JP32222292A JP3039737B2 JP 3039737 B2 JP3039737 B2 JP 3039737B2 JP 4322222 A JP4322222 A JP 4322222A JP 32222292 A JP32222292 A JP 32222292A JP 3039737 B2 JP3039737 B2 JP 3039737B2
Authority
JP
Japan
Prior art keywords
movable
movable shaft
fixed
purlin
roof
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 - Lifetime
Application number
JP4322222A
Other languages
Japanese (ja)
Other versions
JPH06146488A (en
Inventor
良雄 古内
五丈 井上
Original Assignee
三晃金属工業株式会社
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 三晃金属工業株式会社 filed Critical 三晃金属工業株式会社
Priority to JP4322222A priority Critical patent/JP3039737B2/en
Publication of JPH06146488A publication Critical patent/JPH06146488A/en
Application granted granted Critical
Publication of JP3039737B2 publication Critical patent/JP3039737B2/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

Links

Landscapes

  • Roof Covering Using Slabs Or Stiff Sheets (AREA)

Description

【発明の詳細な説明】DETAILED DESCRIPTION OF THE INVENTION

【0001】[0001]

【産業上の利用分野】本発明は不陸状の下地部分に屋根
を正確に施工することができる不陸防止屋根に関する。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a roof for preventing unevenness of a roof which can be accurately installed on an uneven foundation.

【0002】[0002]

【従来の技術】従来より、種々の金属屋根が施工されて
いるが、多くの金属屋根は受金具を介して、母屋等の構
造材上に施工されるものであり、その構造材の長手方向
に沿って屋根が施工されるために、その構造材の長手方
向の形状に大きく影響されるものであった。
2. Description of the Related Art Conventionally, various metal roofs have been constructed, but many metal roofs are constructed on a structural material such as a purlin through a metal fitting, and the longitudinal direction of the structural material is long. Because the roof is constructed along, the shape of the structural material in the longitudinal direction is greatly affected.

【0003】[0003]

【発明が解決しようとする課題】上記のように、構造材
上に受金具を介して建築用板を施工するものであるため
に、構造材が長手方向に自重により撓みを生じている場
合や、或いはその建築物の建てられている地盤が軟弱
で、地盤沈下等により構造物の骨組みが部分的に下降
し、屋根を支持する母屋等の構造材が撓むことで、施工
した屋根も構造材の撓みに沿って大きな波状をなして施
工されてしまうこととなり、適正な勾配が確保できず、
雨水が及び粉塵が溜まり、早期腐食の原因となる。
As described above, since a building plate is constructed on a structural material via a metal fitting, the structural material may be bent by its own weight in the longitudinal direction. Or the ground on which the building is built is soft, the structure of the structure is partially lowered due to land subsidence, etc. It will be constructed in a large wavy shape along the deflection of the material, and it is not possible to secure an appropriate gradient,
Rainwater and dust accumulate, causing premature corrosion.

【0004】[0004]

【課題を解決するための手段】そこで、発明者は、上記
課題を解決すべく、鋭意,研究を重ねた結果、本発明
を、支持固定体と受片を有する可動軸体とからなり、そ
の可動軸体と支持固定体とが軸方向に螺合し、可動軸体
が適宜の高さに固定自在とする高さ調節具の支持固定体
を基礎横梁上に所定間隔に固着し、複数の受金具を所定
間隔に固着した可動母屋の下面側から可動軸体の受片に
て支持し、その可動母屋を可動軸体とともに上下動する
構成とし、且つ可動軸体は可動母屋から受金具頂部箇所
を貫通し、受金具間に折板状建築用板を施工してなる不
陸防止屋根としたことにより、母屋等の構造材が長手方
向に撓んでいるとしても、その撓みに影響を受けること
なく、適正な屋根を施工することができ、上記課題を解
決したものである。
The inventors of the present invention have made intensive studies to solve the above-mentioned problems, and as a result, have found that the present invention comprises a movable shaft having a supporting fixed body and a receiving piece. The movable shaft body and the support fixed body are screwed in the axial direction, and the support fixed body of the height adjuster that enables the movable shaft body to be freely fixed at an appropriate height is fixed at predetermined intervals on the foundation cross beam, The receiving fixture is supported by the receiving piece of the movable shaft from the lower surface side of the movable purlin fixed at a predetermined interval, and the movable purlin moves up and down together with the movable shaft, and the movable shaft is moved from the movable purlin to the top of the receiving fixture. By penetrating through the place and making a non-flat roof made of folded plate-like building plates between receiving brackets, even if structural materials such as purlins are bent in the longitudinal direction, they are affected by the bending Thus, an appropriate roof can be constructed without any problem, and the above-mentioned problem has been solved.

【0005】[0005]

【実施例】以下、本発明の実施例を図面に基づいて説明
すると、高さ調節具Aは主に、可動軸体A1 と支持固定
体A2 とからなり、図2,図3等に示すように、支持固
定体A2 は基礎横梁6上に固定され、その支持固定体A
2 上を可動軸体A1 が昇降する構成となっており、該可
動軸体A1 に可動母屋7及び折板状建築用板B,B,…
が固着されるものである。
DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENTS An embodiment of the present invention will be described below with reference to the accompanying drawings. A height adjusting tool A mainly comprises a movable shaft A1 and a support fixed body A2, as shown in FIGS. In addition, the supporting fixture A2 is fixed on the foundation beam 6 and its supporting fixture A
The movable shaft A1 is configured to move up and down on the movable shaft A1. The movable purlin 7 and the folded plates B, B,.
Is fixed.

【0006】その可動軸体A1 は、図2乃至図4に示す
ように、外周に外螺子部1aを形成した昇降軸部1の長
手方向一端に調節頭部2が形成され、また昇降軸部1の
長手方向の略中間位置には受片3が形成され、その調節
頭部2の具体的な実施例としては、ナット形状に形成さ
れたものが使用されることが多いが、工具によって可動
軸体A1 を軸周方向に回転可能であれば、上記ナット形
状には限定されることなく、正方形状或いは平坦面を有
する円筒状のものであってもよい。
As shown in FIGS. 2 to 4, the movable shaft A1 has an adjusting head 2 formed at one longitudinal end of an elevating shaft 1 having an outer thread portion 1a formed on the outer periphery thereof. A receiving piece 3 is formed at a substantially intermediate position in the longitudinal direction of the device 1. As a specific example of the adjusting head 2, a nut-shaped one is often used. The shape of the nut is not limited to the above-mentioned nut shape as long as the shaft body A1 can be rotated in the circumferential direction of the shaft, and may be a square shape or a cylindrical shape having a flat surface.

【0007】支持固定体A2 は、支持筒部4の内部に内
螺子部4aが形成されており、その支持筒部4の下端に
は取付台座5が形成され、母屋等の構造材上に載置固定
を行い易くできている(図2,図3参照)。
The support fixed body A2 has an inner screw portion 4a formed inside the support tube portion 4, and a mounting base 5 formed at the lower end of the support tube portion 4, and is mounted on a structural material such as a purlin. It can be easily fixed (see FIGS. 2 and 3).

【0008】その支持固定体A2 の内螺子部4aと前記
可動軸体A1 の外螺子部1aとは螺合し、可動軸体A1
の調節頭部2を回転させて、昇降軸部1がともに回転す
ることにより、可動軸体A1 が支持固定体A2 に対して
昇降するものである。
The inner thread portion 4a of the supporting fixed body A2 and the outer thread portion 1a of the movable shaft A1 are screwed together to form the movable shaft A1.
When the adjusting head 2 is rotated and the elevating shaft 1 rotates together, the movable shaft A1 moves up and down with respect to the supporting fixed body A2.

【0009】また、図6に示すように、可動軸体A1 の
昇降軸部1下方が円筒状内部に昇降内螺子部1bが形成
されたもので、支持固定体A2 は支持筒部4に固定外螺
子部4bが形成され、その可動軸体A1 の昇降内螺子部
1bと支持固定体A2 と固定外螺子部4bとが螺合し
て、可動軸体A1 が上下動する実施例も存在している。
Further, as shown in FIG. 6, an elevating internal screw portion 1b is formed in a cylindrical shape below the elevating shaft portion 1 of the movable shaft body A1, and the supporting fixed body A2 is fixed to the supporting cylindrical portion 4. There is also an embodiment in which the outer screw portion 4b is formed, and the vertically movable inner screw portion 1b of the movable shaft member A1, the supporting fixed member A2, and the fixed outer screw portion 4b are screwed to move the movable shaft member A1 up and down. ing.

【0010】上記実施例では、可動軸体A1 の受片3は
昇降軸部1の下方に形成した昇降内螺子部1bの円筒状
部分の段部箇所となる。
In the above embodiment, the receiving piece 3 of the movable shaft body A1 is a step portion of the cylindrical portion of the vertical inner screw portion 1b formed below the vertical shaft portion 1.

【0011】その高さ調節具Aの支持固定体A2 が基礎
横梁6上に固着され、可動軸体A1はその受片3によっ
て可動母屋7を前記基礎梁に対して上下動させるもので
あり、具体的には、その可動母屋7には貫通孔7aが形
成され、その可動母屋7の貫通孔7aに前記可動軸体A
1 の昇降軸部1が貫通し、可動母屋7の下面側より受片
3が支持する状態となっている。
The supporting fixture A2 of the height adjuster A is fixed on the foundation cross beam 6, and the movable shaft A1 moves the movable purlin 7 up and down with respect to the foundation beam by the receiving piece 3. Specifically, a through hole 7 a is formed in the movable purlin 7, and the movable shaft body A is formed in the through hole 7 a of the movable purlin 7.
1 is penetrated, and the receiving piece 3 is supported from the lower surface side of the movable purlin 7.

【0012】その基礎横梁6と可動母屋7とは、図1
(a),(b)及び図2乃至図4に示すように、基礎横
梁6上に可動母屋7が位置するように配置され、その基
礎横梁6上が可動母屋7が上下方向に移動する構成とな
っている。
The basic cross beam 6 and the movable purlin 7 are shown in FIG.
As shown in (a) and (b) and FIGS. 2 to 4, the movable purlin 7 is arranged so that the movable purlin 7 is located on the foundation cross beam 6, and the movable purlin 7 moves vertically on the foundation cross beam 6. It has become.

【0013】その可動軸体A1 を支持固定体A2 に対し
て回転させることにより可動軸体A1 が上下動すると、
可動母屋7も上下動することができる。
When the movable shaft A1 moves up and down by rotating the movable shaft A1 with respect to the supporting fixed body A2,
The movable purlin 7 can also move up and down.

【0014】その可動母屋7の貫通孔7a箇所より突出
した可動軸体A1 箇所に受金具8,8,…が固着されて
おり、該受金具8は可動母屋7とともに上下動するもの
であって、該受金具8は頂面部8aの幅方向両側より脚
部8b,8bが形成され、該脚部8bの下端が可動母屋
7上に固着されている。
The metal fittings 8, 8,... Are fixed to the movable shaft A1 projecting from the through hole 7a of the movable purlin 7, and the metal fittings 8 move up and down together with the movable purlin 7. The metal fitting 8 has legs 8b, 8b formed on both sides in the width direction of the top surface 8a, and the lower ends of the legs 8b are fixed on the movable purlin 7.

【0015】その受金具8の頂面部7上に頂部貫通孔8
cが形成され、図2乃至図4に示すように、高さ調節具
Aの可動軸体A1 が貫通し、受金具8上から可動軸体A
1 を水平面上に回転させることができる構成となってい
る。
A top through hole 8 is formed on the top surface 7 of the metal fitting 8.
2A to 4C, the movable shaft A1 of the height adjuster A penetrates, and the movable shaft A
1 can be rotated on a horizontal plane.

【0016】その折板状建築用板Bは、図2,図3,図
5等に示すように、主板9の幅方向両側端より傾斜状立
上り部10,10が形成され、該傾斜状立上り部10,
10の上端より連結用屈曲部11,11が形成されたも
のであって、隣接する折板状建築用板B,Bの連結用屈
曲部11,11を重合して、前記受金具8の可動軸体A
1 を重合した連結用屈曲部11,11に貫通させ、ナッ
ト等の固着具12にて締め付け固着するものである。
As shown in FIGS. 2, 3 and 5, etc., the folded plate-like architectural plate B is formed with inclined rising portions 10, 10 from both ends in the width direction of the main plate 9. Part 10,
The connecting bent portions 11, 11 are formed from the upper end of 10, and the connecting bent portions 11, 11 of the adjacent folded plate-like architectural plates B, B are overlapped to move the metal fitting 8. Shaft A
1 is passed through the connecting bending portions 11 and 11 which are superimposed, and is fastened and fixed by a fixing tool 12 such as a nut.

【0017】その複数の受金具8,8,…が、可動母屋
7上に所定間隔をおいて固着されており、隣接する受金
具8,8間に折板状建築用板Bが載置され、その受金具
8上にて折板状建築用板Bの連結用屈曲部11,11が
重合するものである。
Are fixed at predetermined intervals on the movable purlin 7, and a folded plate-like architectural plate B is placed between the adjacent receiving members 8, 8. As shown in FIG. The connecting bent portions 11 of the folded plate-like building plate B are superimposed on the metal fitting 8.

【0018】その可動母屋7上に所定間隔に固着した複
数の受金具8,8,…は、可動軸体A1 を支持固定体A
2 に対して軸周方向に回転させることで可動母屋7とと
もに昇降するものであって、それぞれの受金具8,8,
…の可動軸体A1 は、図1(a)に示すように、基礎横
梁6の長手方向に沿って生じた撓みに応じて、可動軸体
A1 に形成した受片3の高さを調節し、折板状建築用板
Bを基礎横梁6より一定の高さとなるようにするもので
あり、具体的には、基礎横梁6が長手方向に沿って撓
み、そのために図5に示すように、基礎横梁6の適宜の
箇所の高さ方向の撓み量Hとすると、その箇所に設置さ
れた高さ調節具Aの可動軸体A1 を高さ寸法Hだけ上昇
させ、同様に他の高さ調節具A,A,…も同様に高さ調
整して可動母屋7を水平状とすることで、水平状の屋根
を施工することができる。
A plurality of metal fittings 8, 8,... Fixed at predetermined intervals on the movable purlin 7 support the movable shaft A1 with the support fixed body A.
2 to move up and down together with the movable purlin 7 by rotating in the circumferential direction of the shaft.
As shown in FIG. 1 (a), the movable shaft A1 adjusts the height of the receiving piece 3 formed on the movable shaft A1 in accordance with the bending generated along the longitudinal direction of the foundation cross beam 6. In order to make the folded plate-like architectural plate B have a certain height from the foundation cross beam 6, specifically, the foundation cross beam 6 bends along the longitudinal direction, and as shown in FIG. Assuming that the amount of deflection H in the height direction at an appropriate location of the foundation cross beam 6 is, the movable shaft A1 of the height adjuster A installed at that location is raised by the height dimension H, and the other height adjustment is similarly performed. The height of the fixtures A, A,... Is similarly adjusted to make the movable purlin 7 horizontal, whereby a horizontal roof can be constructed.

【0019】[0019]

【発明の効果】請求項1においては、支持固定体A2 と
受片3を有する可動軸体A1 とからなり、その可動軸体
A1 と支持固定体A2 とが軸方向に螺合し、可動軸体A
1 が適宜の高さに固定自在とする高さ調節具A,A,…
の支持固定体A2 ,A2 ,…を基礎横梁6上に所定間隔
に固着し、複数の受金具8,8,…を所定間隔に固着し
た可動母屋7の下面側から可動軸体A1 の受片3にて支
持し、その可動母屋7を可動軸体A1 とともに上下動す
る構成とし、且つ可動軸体A1 は可動母屋7から受金具
8頂部箇所を貫通し、受金具8,8,…間に折板状建築
用板B,B,…を施工してなる不陸防止屋根としたこと
により、先ず第1に不陸状態の構造材に対して水平状の
屋根を施工することができるし、第2に屋根の高さの微
調整ができ、第3に受金具8の高さを極めて容易に調整
することができるし、第4に屋根の施工後においても屋
根の高さを容易に調整することができる等の効果を奏す
る。
According to the first aspect of the present invention, the movable fixed body A1 and the movable fixed body A1 having the receiving piece 3 are screwed in the axial direction. Body A
1 height adjusters A, A, ...
Are fixed on the foundation cross beam 6 at a predetermined interval, and a plurality of receiving members 8, 8,... Are fixed at a predetermined interval. 3, the movable purveyor 7 is configured to move up and down together with the movable shaft A1, and the movable shaft A1 penetrates through the top of the receiving fitting 8 from the movable purveyor 7, and is located between the receiving fittings 8, 8,. By using a non-landing roof made of folded plate-like architectural plates B, B,..., A horizontal roof can be firstly constructed on structural materials in the non-landing state, Secondly, the height of the roof can be finely adjusted, thirdly, the height of the bracket 8 can be adjusted extremely easily, and fourthly, the height of the roof can be easily adjusted even after the roof is constructed. And the like.

【0020】上記効果を詳述すると、可動母屋7上に載
置固着した受金具8,8,…は、可動母屋7とともに、
常時水平状に上下動自在であり、且つ基礎横梁6からの
高さを適宜の位置に固定自在としたものであるために、
その受金具8上に載置固着した複数の折板状建築用板
B,B,…は基礎横梁6が長手方向に撓んで、いわゆる
不陸状態となる場合であっても、可動母屋7の高さを水
平状に上下動させて、調節することで、図1(a)に示
すように、基礎横梁6の撓みに対する影響を受けること
なく、折板状建築用板B,B,…による屋根等の外囲体
を適正に施工することができる。
The above effects will be described in detail. The metal fittings 8, 8,... Mounted and fixed on the movable purlin 7 together with the movable purlin 7,
In order to always be able to move up and down horizontally and to be able to fix the height from the foundation cross beam 6 at an appropriate position,
The plurality of folded plate-like architectural plates B, B,... Mounted and fixed on the metal fittings 8 have a movable purlin 7 even when the foundation cross beam 6 is bent in the longitudinal direction and is in a so-called uneven state. By vertically moving the height and adjusting the height, as shown in FIG. 1 (a), without being affected by the bending of the foundation cross beam 6, the folded plate-like building plates B, B,. An outer enclosure such as a roof can be appropriately constructed.

【0021】上記基礎横梁6の不陸状態は、建築物の施
工時において、水平状態を有していても、施工期間内に
おいて地盤沈下,或いは自重による荷重等の理由で屋根
を葺成する基礎横梁6が撓んでしまう場合に、従来の屋
根の葺成では、受金具8を交換しなければ、調整は無理
なものであったが、受金具8の高さを適宜に調節するこ
とができるとしたことで、施工後の基礎横梁6の不陸状
態に極めて迅速に対応することができるものである。
The unstructured state of the foundation cross beam 6 may be a foundation for roofing due to ground subsidence or a load due to its own weight during the construction period even if the building has a horizontal state at the time of construction. When the cross beam 6 is bent, in the conventional roofing, if the metal fittings 8 are not replaced, the adjustment is impossible, but the height of the metal fittings 8 can be appropriately adjusted. By doing so, it is possible to respond very quickly to the uneven state of the foundation cross beam 6 after construction.

【0022】本発明にて使用する高さ調節具Aは、支持
固定体A2 と長手方向の略中間箇所に受片3を形成した
可動軸体A1 とからなるものであり、その可動軸体A1
と支持固定体A2 とは軸方向に螺合している構成とし、
その可動軸体A1 が支持固定体A2 に対して上下動する
ものであって、その可動軸体A1 を支持固定体A2 に対
して回転させることにより、図1(a)及び図5に示す
ように、可動軸体A1を昇降させることができ、不陸状
態の基礎横梁6の長手方向における撓みに対応して高さ
調節具Aの高さを調整することができる。
The height adjuster A used in the present invention comprises a supporting fixed body A2 and a movable shaft body A1 having a receiving piece 3 formed at a substantially intermediate position in the longitudinal direction.
And the supporting fixed body A2 are screwed in the axial direction,
The movable shaft A1 moves up and down with respect to the support fixed body A2. By rotating the movable shaft A1 with respect to the support fixed body A2, as shown in FIGS. In addition, the movable shaft body A1 can be raised and lowered, and the height of the height adjuster A can be adjusted according to the bending in the longitudinal direction of the foundation cross beam 6 in the uneven state.

【0023】それゆえに、受金具8の可動軸体A1 に折
板状建築用板B,Bの連結部分の重合箇所に可動軸体A
1 を貫通させ、受片3にて折板状建築用板B,Bを下方
より支えることで、後は可動軸体A1 を回転させるのみ
で折板状建築用板B,Bの連結重合箇所を所望の高さに
調整することができ、且つ極めて簡単な操作にて基礎横
梁6の撓みに対応して、水平状の屋根の施工を正確且つ
迅速にすることができるものである。
Therefore, the movable shaft A1 of the metal fitting 8 is attached to the movable shaft A1 of the receiving member 8 at the overlapping portion of the connecting portion of the folded plates B, B.
1 and the supporting pieces 3 support the folded plate-shaped building plates B, B from below, so that only the movable shaft body A1 is rotated to connect the folded plate-shaped building plates B, B. Can be adjusted to a desired height, and the construction of the horizontal roof can be performed accurately and quickly in response to the deflection of the foundation cross beam 6 with extremely simple operation.

【0024】次に、本発明においては可動軸体A1 の略
中間箇所に受片3を形成しており、可動軸体A1 の受片
3より上方箇所に折板状建築用板B,Bの連結重合箇所
を貫通させることで、折板状建築用板B,Bの連結箇所
より可動軸体A1 が突出した構成とすることで、受金具
8に折板状建築用板Bを載置固着した後において、その
可動軸体A1 の突出部分は屋根の外部より回転させるこ
とができるので、屋根の施工後において、基礎横梁6が
撓み不陸状態となっても、折板状建築用板Bの外部か
ら、高さを容易に調整することができる。
Next, in the present invention, the receiving piece 3 is formed at a substantially intermediate position of the movable shaft body A1, and the folded plate-like architectural plates B, B are provided above the receiving piece 3 of the movable shaft body A1. By allowing the movable shaft A1 to protrude from the connection point between the folded plate-like building plates B, B by penetrating the connecting overlap portion, the folded plate-like building plate B is placed and fixed on the metal fitting 8. After the roof, the projecting portion of the movable shaft A1 can be rotated from outside the roof, so that even if the foundation cross beam 6 is bent and becomes uneven after the roof is constructed, the folded plate-like building plate B The height can be easily adjusted from outside.

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

【図1】(a)は本発明の正面より見た略示図 (b)は本発明の側面より見た略示図FIG. 1A is a schematic view of the present invention as viewed from the front, and FIG. 1B is a schematic view of the present invention as viewed from the side.

【図2】本発明の要部正面図FIG. 2 is a front view of a main part of the present invention.

【図3】本発明の要部側面図FIG. 3 is a side view of a main part of the present invention.

【図4】本発明の要部斜視図FIG. 4 is a perspective view of a main part of the present invention.

【図5】本発明の調整状態を示す正面図FIG. 5 is a front view showing an adjustment state of the present invention.

【図6】本発明の別の実施例を示す正面図FIG. 6 is a front view showing another embodiment of the present invention.

【符号の説明】[Explanation of symbols]

A…高さ調節具 A1 …可動軸体 A2 …支持固定体 3…受片 6…基礎横梁 7…可動母屋 8…受金具 B…折板状建築用板 A: Height adjuster A1: Movable shaft A2: Support fixed body 3: Receptacle 6: Foundation cross beam 7: Movable purlin 8: Retainer B: Plate for folded plate

Claims (1)

(57)【特許請求の範囲】(57) [Claims] 【請求項1】 支持固定体と受片を有する可動軸体とか
らなり、その可動軸体と支持固定体とが軸方向に螺合
し、可動軸体が適宜の高さに固定自在とする高さ調節具
の支持固定体を基礎横梁上に所定間隔に固着し、複数の
受金具を所定間隔に固着した可動母屋の下面側から可動
軸体の受片にて支持し、その可動母屋を可動軸体ととも
に上下動する構成とし、且つ可動軸体は可動母屋から受
金具頂部箇所を貫通し、受金具間に折板状建築用板を施
工してなることを特徴とした不陸防止屋根。
1. A movable shaft body having a support fixed body and a receiving piece, the movable shaft body and the support fixed body are screwed in the axial direction, and the movable shaft body can be fixed at an appropriate height. The supporting fixture of the height adjuster is fixed at a predetermined interval on the foundation cross beam, and a plurality of metal fittings are supported at the lower side of the movable purlin fixed at the predetermined interval by the receiving piece of the movable shaft, and the movable purlin is fixed. A non-landing prevention roof characterized by being configured to move up and down together with a movable shaft body, and the movable shaft body penetrating from a movable purlin to a top portion of a bracket, and a folded plate-like building plate is constructed between the brackets. .
JP4322222A 1992-11-09 1992-11-09 Roof prevention roof Expired - Lifetime JP3039737B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP4322222A JP3039737B2 (en) 1992-11-09 1992-11-09 Roof prevention roof

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP4322222A JP3039737B2 (en) 1992-11-09 1992-11-09 Roof prevention roof

Publications (2)

Publication Number Publication Date
JPH06146488A JPH06146488A (en) 1994-05-27
JP3039737B2 true JP3039737B2 (en) 2000-05-08

Family

ID=18141310

Family Applications (1)

Application Number Title Priority Date Filing Date
JP4322222A Expired - Lifetime JP3039737B2 (en) 1992-11-09 1992-11-09 Roof prevention roof

Country Status (1)

Country Link
JP (1) JP3039737B2 (en)

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN116181143B (en) * 2023-04-26 2023-12-26 应舍美居(深圳)科技有限公司 Modularized assembled building suitable for complex geological conditions

Also Published As

Publication number Publication date
JPH06146488A (en) 1994-05-27

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