JPS62608U - - Google Patents
Info
- Publication number
- JPS62608U JPS62608U JP10662084U JP10662084U JPS62608U JP S62608 U JPS62608 U JP S62608U JP 10662084 U JP10662084 U JP 10662084U JP 10662084 U JP10662084 U JP 10662084U JP S62608 U JPS62608 U JP S62608U
- Authority
- JP
- Japan
- Prior art keywords
- roof
- concrete
- groove
- reinforced concrete
- reinforcing bars
- 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.)
- Pending
Links
- 229910000831 Steel Inorganic materials 0.000 claims description 7
- 239000010959 steel Substances 0.000 claims description 7
- 239000004568 cement Substances 0.000 claims description 5
- 239000011150 reinforced concrete Substances 0.000 claims description 5
- 239000002023 wood Substances 0.000 claims description 5
- 210000002268 wool Anatomy 0.000 claims description 5
- 239000004567 concrete Substances 0.000 claims 5
- 238000009415 formwork Methods 0.000 claims 3
- 230000003014 reinforcing effect Effects 0.000 claims 3
- 238000010276 construction Methods 0.000 claims 2
- 230000000694 effects Effects 0.000 claims 1
- 238000009413 insulation Methods 0.000 claims 1
- 239000000463 material Substances 0.000 claims 1
- 238000000034 method Methods 0.000 claims 1
- 239000004570 mortar (masonry) Substances 0.000 description 1
- 230000003387 muscular Effects 0.000 description 1
Landscapes
- Rod-Shaped Construction Members (AREA)
Description
第１図は屋根断面、第２図は屋根伏図である。
１……鉄筋コンクリート部分、２……木毛セメ
ント板、３……みぞ形鋼、４……あらかじめモル
タル仕上した木毛セメント板面、５……みぞ形鋼
を塗装仕上げした部分、６……が梁部分、７……
筋かい。
Figure 1 is a cross section of the roof, and Figure 2 is a roof plan. 1... Reinforced concrete part, 2... Wood wool cement board, 3... Groove shaped steel, 4... Wood wool cement board surface pre-finished with mortar, 5... Portion where groove shaped steel was painted and finished, 6... Beam part, 7...
It's muscular.
Claims (1)
はこれと同等の壁強度をもち、外力に対処出来る
構造である場合にかぎること。 ２ 屋根伏は、みぞ形鋼第１図３と鉄筋コンクリ
ート第１図１を併用し、みぞ形鋼、鉄筋コンクリ
ート部分とが梁部分第２図６の固定は屋根剛性を
確保するために日本建築学会諸規定にもとずく定
着の構造体であること。 ３ 屋根水平剛性を確保するため必要に応じて筋
かいを第２図７のように配置する場合もあること
。 ４ 木毛セメント板等を利用し、型枠省略化、屋
根の軽量化、断熱効果等をもたらすよう工夫され
たものであること。 ５ 第２図３のようにみぞ形鋼を配置し、屋根の
鉛直荷重に対処するために工事中はそれをが梁部
分第２図６と仮設支柱で支え、その上に木毛セメ
ント板等を敷き、その上に鉄筋を組み、コンクリ
ート打設した方式であつて、鉄筋の量、コンクリ
ートの量は構造計算により、在来コンクリート工
法より少なくなるものであること。 ６ 屋根部分、庇部分、が梁部分の型枠材として
、木毛セメント板等を利用し、型枠工事の解体を
省いたものであること。 ７ みぞ形鋼の内部は、鉛直荷重に対処するため
必要に応じ、鉄筋、コンクリートを詰め込んだ補
強鉄筋コンクリート入りみぞ形鋼であること。[Scope of Claim for Utility Model Registration] 1. This invention is applicable only when the structure is a reinforced concrete block wall or has an equivalent wall strength and can handle external forces. 2 For the roof roof, groove-shaped steel (Fig. 1, Fig. 3) and reinforced concrete (Fig. 1, Fig. 1) are used together, and the groove-shaped steel and reinforced concrete parts are fixed to the beam parts (Fig. 2, Fig. 6) in accordance with the Architectural Institute of Japan's various regulations to ensure roof rigidity. It must be a fixed structure based on regulations. 3. Braces may be placed as shown in Figure 2-7 if necessary to ensure horizontal roof rigidity. 4. It must be designed to use wood wool cement boards, etc. to eliminate formwork, reduce the weight of the roof, and provide insulation effects. 5 As shown in Figure 2, Figure 2, groove shaped steel is placed, and during construction to cope with the vertical load of the roof, it is supported by beams and temporary supports, and wood wool cement boards, etc. are placed on top of it. This is a method in which concrete is laid, reinforcing bars are placed on top of the concrete, and the amount of reinforcing bars and concrete is determined by structural calculations to be less than that of conventional concrete construction methods. 6. The roof, eaves, and beams are made of wood wool cement boards, etc., as formwork materials, eliminating the need to dismantle the formwork. 7. The inside of the groove steel shall be reinforced reinforced concrete-filled groove steel filled with reinforcing bars and concrete as necessary to cope with vertical loads.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP10662084U JPS62608U (en) | 1984-07-14 | 1984-07-14 |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP10662084U JPS62608U (en) | 1984-07-14 | 1984-07-14 |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| JPS62608U true JPS62608U (en) | 1987-01-06 |
Family
ID=30665901
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP10662084U Pending JPS62608U (en) | 1984-07-14 | 1984-07-14 |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JPS62608U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH0234196A (en) * | 1988-07-25 | 1990-02-05 | Jiyuniaa:Kk | Imitating device for pattern plate in sewing machine |
| JPH04258465A (en) * | 1991-02-14 | 1992-09-14 | Daisue Kensetsu Kk | Roof slab and manufacturing method therefor |
-
1984
- 1984-07-14 JP JP10662084U patent/JPS62608U/ja active Pending
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH0234196A (en) * | 1988-07-25 | 1990-02-05 | Jiyuniaa:Kk | Imitating device for pattern plate in sewing machine |
| JPH0342916B2 (en) * | 1988-07-25 | 1991-06-28 | ||
| JPH04258465A (en) * | 1991-02-14 | 1992-09-14 | Daisue Kensetsu Kk | Roof slab and manufacturing method therefor |
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