CN203113793U - Large formwork installation system of oblique structure - Google Patents
Large formwork installation system of oblique structure Download PDFInfo
- Publication number
- CN203113793U CN203113793U CN 201320116736 CN201320116736U CN203113793U CN 203113793 U CN203113793 U CN 203113793U CN 201320116736 CN201320116736 CN 201320116736 CN 201320116736 U CN201320116736 U CN 201320116736U CN 203113793 U CN203113793 U CN 203113793U
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- shaped steel
- steel
- oblique
- installation
- formwork
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- 238000009434 installation Methods 0.000 title claims abstract description 14
- 238000009415 formwork Methods 0.000 title abstract 7
- 229910000831 Steel Inorganic materials 0.000 claims abstract description 51
- 239000010959 steel Substances 0.000 claims abstract description 51
- 210000002356 Skeleton Anatomy 0.000 claims description 14
- 239000004567 concrete Substances 0.000 abstract description 7
- 238000010276 construction Methods 0.000 abstract description 6
- 239000002965 rope Substances 0.000 abstract 3
- 238000004804 winding Methods 0.000 abstract 2
- 230000003014 reinforcing Effects 0.000 description 3
- 238000005516 engineering process Methods 0.000 description 2
- 230000002950 deficient Effects 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 239000011150 reinforced concrete Substances 0.000 description 1
Abstract
The utility model relates to a large formwork installation system of an oblique structure. The large formwork installation system of the oblique structure can effectively solve the problems that pouring construction difficulty in concrete of an oblique structure is large, and time and labor are wasted in a concrete structure project of a steel rib structure. According to the technical scheme, the large formwork installation system comprises a section steel framework, section steel cantilever beams, a formwork body and a winding engine. The horizontal section steel cantilever beams are uniformly distributed on one side of the section steel framework which is upwards oblique. A fixed pulley is mounted on a section steel cantilever beam on the upper portion of the section steel framework, a steel wire rope is mounted on the fixed pulley, one end of the steel wire rope is connected with the upper portion of the formwork body mounted on the section steel cantilever beams, and the other end of the steel wire rope is connected with the winding engine. The large formwork installation system of the oblique structure is novel and unique in structure, simple, reasonable, complete in function, flexible in using, easy to operate, safe, and reliable, and stands for innovation of formworks.
Description
Technical field
The utility model relates to a kind of incline structure large form installation system, specifically is used for the concreting of the introversion at any angle of reinforcing bar structural concrete Structural Engineering, flare structure.
Background technology
In reinforcing bar structural concrete Structural Engineering, it is construction system that the concreting of incline structure has often needed to set up huge scaffold, difficulty of construction is big, bothersome effort, at present, in vertical or subvertical reinforced concrete buildings construction, the technology of using large form is ripe, but the use in incline structure but is a technical difficulty always, as support structure, template lifting, angular transition, safety etc., therefore, its improvement and innovate imperative.
Summary of the invention
At above-mentioned situation, for overcoming the defective of prior art, the purpose of the utility model just provides a kind of incline structure large form installation system, and the concrete pouring construction difficulty that can effectively solve reinforcing bar structural concrete Structural Engineering medium dip structure is big, the problem of bothersome effort.
The technical scheme that the utility model solves is, comprise shaped steel skeleton, shaped steel encorbelment beam, template body and hoist engine, the shaped steel that is evenly equipped with level on acclivitous shaped steel skeleton one side beam of encorbelmenting, the shaped steel on shaped steel skeleton top is encorbelmented and fixed pulley is housed on the beam, steel wire cable is housed on the fixed pulley, one end of steel wire cable be contained in the encorbelment top of the template body on the beam of shaped steel and link to each other, the other end links to each other with hoist engine.
The utility model novel structure uniqueness, advantages of simple, multiple functional, use flexibly, easy to operate, safe and reliable, be the innovation on the template.
Description of drawings
Fig. 1 is front view of the present utility model.
Fig. 2 is use state diagram of the present utility model.
The specific embodiment
Below in conjunction with accompanying drawing the specific embodiment of the present utility model is described in further detail.
Provided by Fig. 1, the utility model comprises shaped steel skeleton, shaped steel encorbelment beam, template body and hoist engine, the shaped steel that is evenly equipped with level on acclivitous shaped steel skeleton 1 one sides beam 6 of encorbelmenting, the shaped steel on shaped steel skeleton 1 top is encorbelmented and fixed pulley 4 is housed on the beam, steel wire cable 7 is housed on the fixed pulley 4, one end of steel wire cable 7 be contained in the encorbelment top of the template body 2 on the beam of shaped steel and link to each other, the other end links to each other with hoist engine 5.
In order to guarantee result of use, described shaped steel skeleton 1 bottom is evenly equipped with set bolt 3;
The described shaped steel beam 6 of encorbelmenting is contained on the side of shaped steel skeleton 1 through connector 10;
Totally-enclosed guardrail 9 is equipped with at described shaped steel beam 6 rear portions of encorbelmenting;
Described template body 2 is contained in shaped steel through slideway (not providing among the figure) and encorbelments on the beam 6.
The utility model is (as shown in Figure 2) in use, template body 2 is risen to the height that needs concreting, by encorbelment slideway translation template body 2 on the beam 6 of shaped steel, by hold-down nut 8 template body is fixed on the shaped steel skeleton 1, concreting 11, concrete reaches after the demoulding condition by the demoulding of translation template body, continuation promotes by hoist engine 5 and the slideway translation of encorbelmenting on the beam by steel is installed in template body the position that needs concreting, so circulation construction, easy installation and removal, speed of application is fast, and is time saving and energy saving, safe and reliable, good society and economic benefit are arranged.
Claims (5)
1. incline structure large form installation system, comprise shaped steel skeleton, shaped steel encorbelment beam, template body and hoist engine, it is characterized in that, the shaped steel that is evenly equipped with level on acclivitous shaped steel skeleton (1) one side beam (6) of encorbelmenting, the shaped steel on shaped steel skeleton (1) top is encorbelmented and fixed pulley (4) is housed on the beam, steel wire cable (7) is housed on the fixed pulley (4), one end of steel wire cable (7) be contained in the encorbelment top of the template body (2) on the beam of shaped steel and link to each other, the other end links to each other with hoist engine (5).
2. incline structure large form installation system according to claim 1 is characterized in that, described shaped steel skeleton (1) bottom is evenly equipped with set bolt (3).
3. incline structure large form installation system according to claim 1 is characterized in that, the described shaped steel beam (6) of encorbelmenting is contained on the side of shaped steel skeleton (1) through connector (10).
4. incline structure large form installation system according to claim 1 is characterized in that, totally-enclosed guardrail (9) is equipped with at described shaped steel beam (6) rear portion of encorbelmenting.
5. incline structure large form installation system according to claim 1 is characterized in that, described template body (2) is contained in shaped steel through slideway and encorbelments on the beam (6).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 201320116736 CN203113793U (en) | 2013-03-15 | 2013-03-15 | Large formwork installation system of oblique structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 201320116736 CN203113793U (en) | 2013-03-15 | 2013-03-15 | Large formwork installation system of oblique structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN203113793U true CN203113793U (en) | 2013-08-07 |
Family
ID=48894156
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN 201320116736 Active CN203113793U (en) | 2013-03-15 | 2013-03-15 | Large formwork installation system of oblique structure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN203113793U (en) |
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105298126A (en) * | 2015-10-23 | 2016-02-03 | 中冶东北建设（沈阳）工程技术有限公司 | Method for high-formwork construction of large-diameter oval oblique-cone structure |
| CN105464216A (en) * | 2015-12-23 | 2016-04-06 | 杭州江润科技有限公司 | Construction method for ultrahigh oblique post with super-large cross section based on integral lifting formwork reinforcing system |
| CN106567454A (en) * | 2016-11-03 | 2017-04-19 | 内蒙古兴泰建设集团有限公司 | Mounting method of oblique steel rib and concrete composite structure |
| CN113445743A (en) * | 2021-08-05 | 2021-09-28 | 广东中都建筑集团有限公司 | Construction method for high-altitude overhanging ascending type concrete structure without jacking formwork |
-
2013
- 2013-03-15 CN CN 201320116736 patent/CN203113793U/en active Active
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105298126A (en) * | 2015-10-23 | 2016-02-03 | 中冶东北建设（沈阳）工程技术有限公司 | Method for high-formwork construction of large-diameter oval oblique-cone structure |
| CN105464216A (en) * | 2015-12-23 | 2016-04-06 | 杭州江润科技有限公司 | Construction method for ultrahigh oblique post with super-large cross section based on integral lifting formwork reinforcing system |
| CN106567454A (en) * | 2016-11-03 | 2017-04-19 | 内蒙古兴泰建设集团有限公司 | Mounting method of oblique steel rib and concrete composite structure |
| CN113445743A (en) * | 2021-08-05 | 2021-09-28 | 广东中都建筑集团有限公司 | Construction method for high-altitude overhanging ascending type concrete structure without jacking formwork |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| C14 | Grant of patent or utility model | ||
| CP03 | Change of name, title or address |
Address after: 450000 Zhongyuan Road, Zhongyuan District, Henan, Zhengzhou, China, No. 210 Patentee after: In Yun International Engineering Limited by Share Ltd Address before: 450007 No. 210 Zhongyuan Road West, Zhongyuan District, Henan, Zhengzhou Patentee before: Caol Industrial Zhengzhou Design Institute Co., Ltd. |
|
| CP03 | Change of name, title or address | ||
| CP01 | Change in the name or title of a patent holder |
Address after: 450000 No. 210 Zhongyuan Road, Zhengzhou City, Henan Province Patentee after: Zhongyan International Engineering Co., Ltd. Address before: 450000 No. 210 Zhongyuan Road, Zhengzhou City, Henan Province Patentee before: In Yun International Engineering Limited by Share Ltd |
|
| CP01 | Change in the name or title of a patent holder |