KR20110129188A - System formwork - Google Patents
System formwork Download PDFInfo
- Publication number
- KR20110129188A KR20110129188A KR1020100048676A KR20100048676A KR20110129188A KR 20110129188 A KR20110129188 A KR 20110129188A KR 1020100048676 A KR1020100048676 A KR 1020100048676A KR 20100048676 A KR20100048676 A KR 20100048676A KR 20110129188 A KR20110129188 A KR 20110129188A
- Authority
- KR
- South Korea
- Prior art keywords
- formwork
- slab
- wall
- slab formwork
- joist
- Prior art date
Links
Images
Classifications
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
- E04G17/00—Connecting or other auxiliary members for forms, falsework structures, or shutterings
- E04G17/14—Bracing or strutting arrangements for formwalls; Devices for aligning forms
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
- E04G25/00—Shores or struts; Chocks
- E04G25/04—Shores or struts; Chocks telescopic
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
- E04G9/00—Forming or shuttering elements for general use
- E04G9/08—Forming boards or similar elements, which are collapsible, foldable, or able to be rolled up
- E04G9/083—Forming boards or similar elements, which are collapsible, foldable, or able to be rolled up which are foldable
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Mechanical Engineering (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)
Abstract
In the formwork according to the present invention in the formwork required a lot of time for installation and dismantling, by combining the wall formwork and the slab formwork, saving time in installation and dismantling, it was possible to move more easily. In addition, it can be constructed using a small number of formwork.
Description
Since the design of the conventional formwork used in the construction site has been performed by manpower, this design not only reduces work efficiency, but also causes frequent accidents and increases the labor shortage of construction workers by relying on manpower. To solve this problem.
Slab formwork that hinges with the common wall formwork.
Existing formwork is inconvenient to transport, many formwork must be used during construction, and dismantling is difficult to solve the problem.
It is easy to install and dismantle the existing wall formwork and slab formwork in one piece. To this end, existing wall formwork and slab formwork are fixed using hinges to form an integral formwork.
Therefore, the existing wall formwork and slab formwork are both used to solve the problem by changing the time required for installation and dismantling into one-piece.
1 is the right side of the formwork according to the invention
2 is the left side of the formwork according to the invention
3 is a front view of the formwork according to the present invention
4 is a rear of the formwork according to the invention
5 is a form of formwork according to the invention
1 and 2 show a side view of the formwork according to the present invention. In addition, as shown in FIG. 5, the wall formwork and the slab formwork are hinged.
Claims (6)
Slab formwork hinged to the wall formwork.
Formwork comprising a connecting brace for connecting the wall formwork and the slab formwork inclined mutually.
Formwork further comprises a height-adjustable copper bar for supporting the slab formwork.
The slab formwork comprises a slab formwork board and a joist supporting the slab formwork board
The wall formwork is hinged with slab formwork and joist
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
KR1020100048676A KR20110129188A (en) | 2010-05-25 | 2010-05-25 | System formwork |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
KR1020100048676A KR20110129188A (en) | 2010-05-25 | 2010-05-25 | System formwork |
Publications (1)
Publication Number | Publication Date |
---|---|
KR20110129188A true KR20110129188A (en) | 2011-12-01 |
Family
ID=45498454
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
KR1020100048676A KR20110129188A (en) | 2010-05-25 | 2010-05-25 | System formwork |
Country Status (1)
Country | Link |
---|---|
KR (1) | KR20110129188A (en) |
Cited By (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN107035126A (en) * | 2017-05-30 | 2017-08-11 | 钟利芬 | It is a kind of be easy to adjust pour forming height pour mould bases |
CN108131015A (en) * | 2016-12-01 | 2018-06-08 | 中航天建设工程有限公司 | The outer supporting structure of the template of fixed cast wall |
CN112854740A (en) * | 2021-01-19 | 2021-05-28 | 天蓬智慧建造(广东)科技有限公司 | Collapsible cast-in-place wall body assembles mould |
-
2010
- 2010-05-25 KR KR1020100048676A patent/KR20110129188A/en not_active Application Discontinuation
Cited By (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN108131015A (en) * | 2016-12-01 | 2018-06-08 | 中航天建设工程有限公司 | The outer supporting structure of the template of fixed cast wall |
CN107035126A (en) * | 2017-05-30 | 2017-08-11 | 钟利芬 | It is a kind of be easy to adjust pour forming height pour mould bases |
CN112854740A (en) * | 2021-01-19 | 2021-05-28 | 天蓬智慧建造(广东)科技有限公司 | Collapsible cast-in-place wall body assembles mould |
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Legal Events
Date | Code | Title | Description |
---|---|---|---|
A201 | Request for examination | ||
E601 | Decision to refuse application |