JPH01153001U - - Google Patents
Info
- Publication number
- JPH01153001U JPH01153001U JP4873988U JP4873988U JPH01153001U JP H01153001 U JPH01153001 U JP H01153001U JP 4873988 U JP4873988 U JP 4873988U JP 4873988 U JP4873988 U JP 4873988U JP H01153001 U JPH01153001 U JP H01153001U
- Authority
- JP
- Japan
- Prior art keywords
- formwork
- hexagonal metal
- concrete
- wood fiber
- fiber cement
- 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
- 239000004567 concrete Substances 0.000 claims description 9
- 239000002184 metal Substances 0.000 claims description 7
- 229920002522 Wood fibre Polymers 0.000 claims description 6
- 239000004568 cement Substances 0.000 claims description 6
- 239000002025 wood fiber Substances 0.000 claims description 6
- 238000010276 construction Methods 0.000 claims description 5
- 230000003014 reinforcing effect Effects 0.000 claims description 4
- 230000002787 reinforcement Effects 0.000 claims description 3
- 238000009415 formwork Methods 0.000 claims 2
- 239000006260 foam Substances 0.000 claims 1
- 238000009413 insulation Methods 0.000 claims 1
- 239000004744 fabric Substances 0.000 description 2
- 239000011381 foam concrete Substances 0.000 description 2
- 239000010426 asphalt Substances 0.000 description 1
- 239000003795 chemical substances by application Substances 0.000 description 1
- 238000005192 partition Methods 0.000 description 1
- -1 temporary brackets Substances 0.000 description 1
- 238000004078 waterproofing Methods 0.000 description 1
Landscapes
- Building Environments (AREA)
Description
第１図から第５図まで、施工構造物の横断面図
である。
第１図は屋根下地工事の横断面図で、補助梁
、木繊維セメント板、配筋、六角型メタル
ラス、気泡軽量コンクリート又は普通コンクリ
ート、仮設受金物である。
第２図は屋上陸屋根工事の横断面図で、補助
梁、木繊維セメント板、配筋、六角型メタ
ルラス、気泡軽量コンクリート又は普通コンク
リート、仮設受金物、アスフアルト防水剤で
ある。
第３図は天井野地工で、補助梁、木繊維セ
メント板、配筋、六角型メタルラス、気泡
軽量コンクリート又は普通コンクリート、仮設
受金物である。
第４図は床版工事で、補助梁、木繊維セメ
ント板、配筋、六角型メタルラス、気泡軽
量コンクリート又は普通コンクリート、仮設受
金物である。
第５図は間仕切工で、耐火ポーラスクロス、
木繊維セメント板、配筋、六角型メタルラ
ス、気泡軽量コンクリート、化粧耐火ポーラ
スクロスである。
1 to 5 are cross-sectional views of the constructed structure. Figure 1 is a cross-sectional view of the roof foundation work, which includes auxiliary beams, wood fiber cement boards, reinforcing bars, hexagonal metal lath, aerated lightweight concrete or ordinary concrete, and temporary brackets. Figure 2 is a cross-sectional view of the roof construction work, which includes auxiliary beams, wood fiber cement boards, reinforcing bars, hexagonal metal lath, cellular lightweight concrete or ordinary concrete, temporary brackets, and asphalt waterproofing agent. Figure 3 shows the ceiling construction, which includes auxiliary beams, wood fiber cement boards, reinforcing bars, hexagonal metal lath, aerated lightweight concrete or ordinary concrete, and temporary brackets. Figure 4 shows the floor slab construction, which includes auxiliary beams, wood fiber cement boards, reinforcement, hexagonal metal lath, aerated lightweight concrete or ordinary concrete, and temporary brackets. Figure 5 shows the partition, fireproof porous cloth,
It consists of wood fiber cement board, reinforcement, hexagonal metal lath, cellular lightweight concrete, and decorative fireproof porous cloth.
Claims (1)
ンプレート又はコンパネ等の型枠を置くことなく
木繊維セメント板を型枠代りに直接梁上に置き、
その上に補強のため配筋し、強度を均一にするた
め方向性のない六角形メタルラスを取付けてクラ
ツクの発生を防止し、養生を必要としない気泡軽
量コンクリートを設計指定圧縮強度に適合したも
のを指定厚みに仕上るようにして配筋並に六角型
メタルラスを包みこむ形に流しこみ、打設後不陸
調整のため掻板および鏝で均らして完了するが、
調湿性、防音、断熱、軽量、耐久性等の特性が一
体となつて相乗効果を発揮してその結果快適な空
間が発生する、屋根下地、天井、屋上、内外壁、
床版工事の現場施工が可能なことと、金型を使用
してパネル状の規格製品を工場において量産する
ことの出来る特徴を持つ施工の工法。 Temporarily install the bracket on the beam parallel to the auxiliary beam, and place a wood fiber cement board directly on the beam instead of the formwork without placing any formwork such as a keystone plate or control panel.
On top of this, reinforcing bars are placed, non-directional hexagonal metal laths are installed to make the strength uniform, and the foam lightweight concrete, which does not require curing, meets the design compressive strength. The concrete is poured to the specified thickness, wrapping around the hexagonal metal lath as well as the reinforcement, and after pouring, it is leveled with a scraper and a trowel to adjust unevenness.
Roof bases, ceilings, rooftops, interior and exterior walls, which combine properties such as humidity control, soundproofing, heat insulation, light weight, and durability to create a comfortable space.
This construction method has the characteristics of being able to perform floor slab construction on-site and mass-producing standard panel-shaped products in a factory using molds.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP4873988U JPH01153001U (en) | 1988-04-13 | 1988-04-13 |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP4873988U JPH01153001U (en) | 1988-04-13 | 1988-04-13 |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| JPH01153001U true JPH01153001U (en) | 1989-10-23 |
Family
ID=31274872
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP4873988U Pending JPH01153001U (en) | 1988-04-13 | 1988-04-13 |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JPH01153001U (en) |
-
1988
- 1988-04-13 JP JP4873988U patent/JPH01153001U/ja active Pending
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