JPS6426461U - - Google Patents
Info
- Publication number
- JPS6426461U JPS6426461U JP12112187U JP12112187U JPS6426461U JP S6426461 U JPS6426461 U JP S6426461U JP 12112187 U JP12112187 U JP 12112187U JP 12112187 U JP12112187 U JP 12112187U JP S6426461 U JPS6426461 U JP S6426461U
- Authority
- JP
- Japan
- Prior art keywords
- concrete
- formwork
- constructing
- utility
- model registration
- 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
Links
- 239000004567 concrete Substances 0.000 claims description 15
- 238000009415 formwork Methods 0.000 claims description 15
- 230000003014 reinforcing effect Effects 0.000 claims description 6
- 239000011150 reinforced concrete Substances 0.000 claims description 3
- 238000006073 displacement reaction Methods 0.000 claims 1
- 230000005484 gravity Effects 0.000 claims 1
- 230000002265 prevention Effects 0.000 claims 1
- 125000006850 spacer group Chemical group 0.000 claims 1
- 238000009434 installation Methods 0.000 description 1
- 238000004519 manufacturing process Methods 0.000 description 1
- 238000000034 method Methods 0.000 description 1
- 230000002787 reinforcement Effects 0.000 description 1
- 239000003381 stabilizer Substances 0.000 description 1
Landscapes
- Foundations (AREA)
- Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)
- Reinforcement Elements For Buildings (AREA)
Description
図面は、この考案の実施例を説明するものであ
り、第１図は鉄筋コンクリート型枠を製造する工
程の一例を示す斜視図、第２図はコンクリート型
枠の一部の縦断面図、第３図は完成したコンクリ
ート型枠を移動する状態を示す斜視図、第４図は
コンクリート型枠を現場に設置する様子を示す斜
視図、第５図はコンクリート型枠を利用して基礎
中に埋設する鉄筋及びアンカーの取付けをする状
態を示す斜視図、第６図は完成した基礎の斜視図
、第７図は基礎に建造物を取付けた例を示す要部
斜視図、第８図は地中梁と接続できるように改良
した例を示す斜視図、第９図は接合部の縦断面図
、第１０図は複数の型枠を縦に連結する場合の例
を示す一部正面断面図である。
１，２……型枠、３……鉄筋、４……吊り輪、
Ａ……鉄筋コンクリート型枠、５……リブ、１１
……鉄筋、１２……アンカーボルトなど、１３…
…アンカー支持部材、１４……安定板、Ｂ……基
礎、１５……凹部、１６……地中梁成形型枠、１
７……鉄筋、Ｃ……地中梁。
The drawings are for explaining an embodiment of this invention, and Fig. 1 is a perspective view showing an example of the process of manufacturing reinforced concrete formwork, Fig. 2 is a longitudinal cross-sectional view of a part of the concrete formwork, and Fig. 3 The figure is a perspective view showing the completed concrete formwork being moved, Figure 4 is a perspective view showing the concrete formwork being installed on site, and Figure 5 is burying it in the foundation using the concrete formwork. A perspective view showing the installation of reinforcing bars and anchors, Figure 6 is a perspective view of the completed foundation, Figure 7 is a perspective view of the main part showing an example of a building attached to the foundation, and Figure 8 is an underground beam. FIG. 9 is a longitudinal cross-sectional view of a joint, and FIG. 10 is a partial front cross-sectional view showing an example in which a plurality of formworks are connected vertically. 1, 2...Formwork, 3...Reinforcement bar, 4...Hanging ring,
A...Reinforced concrete formwork, 5...Rib, 11
...Reinforcing bars, 12...Anchor bolts, etc., 13...
... Anchor support member, 14 ... Stabilizer, B ... Foundation, 15 ... Recess, 16 ... Underground beam forming formwork, 1
7...Reinforcing bars, C...Underground beams.
Claims (1)
状に形成され、内部に生コンクリートを投入して
基礎を構築するために使用されること、 (ロ) 内壁面より内側に突出する補強用リブを
有すること、 (ハ) 前記リブは使用時にコンクリート基礎内
に配設される鉄筋の被り厚さを設定するスペーサ
を兼ねること、 を特徴とするコンクリート基礎構築用コンクリ
ート型枠。 (2) 外側面に凹み、地中梁成形用型枠の端部又
は地中梁の端部を嵌合するための凹部を有するこ
とを特徴とする実用新案登録請求の範囲第１項に
記載のコンクリート基礎構築用コンクリート型枠
。 (3) 鉄筋の一部が吊り輪を形成し、上端部の重
心に対して均等な複数の位置において、上方に突
出されていることを特徴とする実用新案登録請求
の範囲第１項又は第２項に記載のコンクリート基
礎構築用コンクリート型枠。 (4) 吊り輪は内壁面延長上に配設され、上下重
ねられる型枠の位置決め具及びずれ防止具を兼ね
ることを特徴とする実用新案登録請求の範囲第３
項に記載のコンクリート基礎構築用コンクリート
型枠。[Scope of Claim for Utility Model Registration] (1) (a) It is formed of reinforced concrete into a rectangular or cylindrical shape and is used for constructing a foundation by pouring ready-mixed concrete inside, (b) Inner wall surface A concrete for constructing a concrete foundation, characterized in that the concrete has reinforcing ribs that protrude further inward, and (c) the ribs also serve as spacers for setting the covering thickness of reinforcing bars placed in the concrete foundation during use. Formwork. (2) The utility model registration claim described in item 1 is characterized by having a recess on the outer surface for fitting the end of the formwork for forming an underground beam or the end of an underground beam. Concrete formwork for constructing concrete foundations. (3) Utility model registration claim 1 or 2, characterized in that a part of the reinforcing bar forms a hanging ring and protrudes upward at a plurality of positions that are equal to the center of gravity of the upper end. Concrete formwork for constructing a concrete foundation as described in Section 2. (4) Utility model registration claim No. 3, characterized in that the hanging ring is arranged on the extension of the inner wall surface and serves as a positioning device and a displacement prevention device for formwork that is stacked vertically.
Concrete formwork for constructing concrete foundations as described in section.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP12112187U JPH063881Y2 (en) | 1987-08-07 | 1987-08-07 | Concrete formwork for concrete foundation construction |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP12112187U JPH063881Y2 (en) | 1987-08-07 | 1987-08-07 | Concrete formwork for concrete foundation construction |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JPS6426461U true JPS6426461U (en) | 1989-02-15 |
| JPH063881Y2 JPH063881Y2 (en) | 1994-02-02 |
Family
ID=31367841
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP12112187U Expired - Lifetime JPH063881Y2 (en) | 1987-08-07 | 1987-08-07 | Concrete formwork for concrete foundation construction |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JPH063881Y2 (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH06346468A (en) * | 1993-06-08 | 1994-12-20 | Koshin Kensetsu Kk | Formwork of foundation |
-
1987
- 1987-08-07 JP JP12112187U patent/JPH063881Y2/en not_active Expired - Lifetime
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH06346468A (en) * | 1993-06-08 | 1994-12-20 | Koshin Kensetsu Kk | Formwork of foundation |
Also Published As
| Publication number | Publication date |
|---|---|
| JPH063881Y2 (en) | 1994-02-02 |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| US5217326A (en) | Supports for building structures | |
| JPH0412111Y2 (en) | ||
| JP2899463B2 (en) | Material | |
| JP3603130B2 (en) | Root-wound reinforcement structure for column bases such as steel columns | |
| JPS6426461U (en) | ||
| JP2769937B2 (en) | Steel tube concrete column in underground reverse driving method | |
| JP3014987U (en) | Reinforcement equipment for existing buildings | |
| JP2757032B2 (en) | Construction method of underground building with pillars with capital by reverse hitting method | |
| JPH0115763Y2 (en) | ||
| JPS5926741B2 (en) | Foundation construction equipment | |
| JPS63130838A (en) | Hollow pillar made of precast concrete | |
| JPH07247610A (en) | Beam for building using pc wall | |
| JPH0542554B2 (en) | ||
| JPS5856261Y2 (en) | Concrete plate using truss reinforcing bars | |
| JP2922731B2 (en) | How to connect slabs and concrete columns | |
| JPS631718Y2 (en) | ||
| JPH07113248B2 (en) | Precast beam member and method of constructing a beam-column joint using the same | |
| JP2566477B2 (en) | Outer wall construction method | |
| JP2547497Y2 (en) | Precast foundation material for rectangular section concrete cloth foundation | |
| JPH0633073Y2 (en) | Precast concrete beam | |
| JPH0337603B2 (en) | ||
| JPH0524737Y2 (en) | ||
| JPH0428063B2 (en) | ||
| JP2984626B2 (en) | PC pillar construction method and its PC pillar | |
| JP2715162B2 (en) | Reinforcement method for joints between piles and foundations |