CN103216085A - Detachable self-supporting type steel bar truss formwork - Google Patents
Detachable self-supporting type steel bar truss formwork Download PDFInfo
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- CN103216085A CN103216085A CN2013101750674A CN201310175067A CN103216085A CN 103216085 A CN103216085 A CN 103216085A CN 2013101750674 A CN2013101750674 A CN 2013101750674A CN 201310175067 A CN201310175067 A CN 201310175067A CN 103216085 A CN103216085 A CN 103216085A
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- steel bar
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- bar truss
- bearing type
- bed die
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- 229910000831 Steel Inorganic materials 0.000 title claims abstract description 30
- 239000010959 steel Substances 0.000 title claims abstract description 30
- 238000009415 formwork Methods 0.000 title abstract description 11
- 230000002787 reinforcement Effects 0.000 claims description 13
- 239000000203 mixture Substances 0.000 claims description 2
- 239000000463 material Substances 0.000 abstract description 4
- 238000010276 construction Methods 0.000 abstract description 3
- 238000005266 casting Methods 0.000 description 3
- 238000003466 welding Methods 0.000 description 3
- 238000005260 corrosion Methods 0.000 description 2
- 230000007797 corrosion Effects 0.000 description 2
- 238000005516 engineering process Methods 0.000 description 2
- 239000003795 chemical substances by application Substances 0.000 description 1
- 239000002699 waste material Substances 0.000 description 1
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 1
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Abstract
本发明属于混凝土模板技术领域的一种可脱卸的自承式钢筋桁架模板，该技术方案为：一种可脱卸的自承式钢筋桁架模板，主要包括自承式钢筋桁架和底模组成，其特征在于：固定所述自承式钢筋桁架和所述底模的倒U形钢条，围绕所述自承式钢筋桁架的弦杆底部钢筋后穿出所述底模，所述钢条的两端分别用螺母固定在所述底模的外侧。这种可脱卸的自承式钢筋桁架模板可以节约大量的底模板材料，节约资源、减少造价。同时施工现场的环境也应原来的支摸系统减少而有明显的改善。倒U形钢条还可以作为脱模后混凝土模板的下吊挂件的固定件。
The invention belongs to the technical field of concrete formwork and relates to a detachable self-supporting steel bar truss form. It is characterized in that: the inverted U-shaped steel bar of the self-supporting steel bar truss and the bottom form is fixed, and the steel bar at the bottom of the chord around the self-supporting steel bar truss passes through the bottom form, and the two sides of the steel bar The ends are respectively fixed on the outside of the bottom mold with nuts. This detachable self-supporting steel bar truss formwork can save a large amount of bottom formwork materials, save resources and reduce construction costs. At the same time, the environment of the construction site should also be significantly improved due to the reduction of the original support system. The inverted U-shaped steel bar can also be used as a fixing part for the hanging part of the concrete formwork after demoulding.
Description
Technical field
The invention belongs to fixed buildings Structural Engineering field, relate in particular to the concrete blinding technical field.
Background technology
Usually the self-bearing type reinforcement bar truss mould plate is to be fixed together with welding manner by the steel sheet of steel bar girder with soffit formwork, treat concrete floor water smash finish after, the self-bearing type reinforcement bar truss mould plate just combines with concrete floor is permanent.Serving as the steel sheet of soffit formwork for good and all stays on the floor.After time was permanent, the easy corrosion of steel-sheet bed die can influence use, and also soffit formwork can come off after the possibility welding position corrosion, and potential safety hazard is arranged.Simultaneously, bed die is stayed also very waste on the concrete slab.
Summary of the invention
Technical problem to be solved by this invention has provided a kind of removable lining self-bearing type reinforcement bar truss mould plate, and soffit formwork can shirk after casting and compacting of concrete is finished down, and template can be reused.
Technical scheme of the present invention is: a kind of removable lining self-bearing type reinforcement bar truss mould plate, mainly comprise self-bearing type steel bar girder and bed die composition, the inverted U-shaped steel bar of fixing described self-bearing type steel bar girder and described bed die, pass described bed die behind the chord member bottom reinforcement bars of described self-bearing type steel bar girder, the two ends of described steel bar are fixed on the outside of described bed die respectively with nut.The bed die material can be a steel sheet, also can be other all can do the material of concrete bed die.
The present invention is according to the traditional concrete blinding technology and the characteristics of self-bearing type reinforcement bar truss mould plate, the self-bearing type reinforcement bar truss mould plate need not be supported can shirk with the conventional template system combine, be about to the connected mode of self-bearing type steel bar girder, change removable lining connected mode into the fixedly welding of bed die.On the bed die face, coat release agent before the casting and compacting of concrete, after casting and compacting of concrete is finished, can shirk soffit formwork down like this, template can be reused.This removable lining self-bearing type reinforcement bar truss mould plate can be saved a large amount of soffit formwork materials, economizes on resources, reduces cost.The system of touching that the environment of job site also should be original simultaneously reduces and improves significantly.Inverted U-shaped steel bar can also be as the fixture of the following suspender member of concrete blinding after the demoulding.
Description of drawings
The invention will be further described below in conjunction with accompanying drawing and example and application construction method.
Fig. 1 is a self-bearing type reinforcement bar truss mould plate longitudinal plan.
Fig. 2 is a detachable connection node of the present invention.
The specific embodiment
Self-bearing type steel bar girder 1 has bed die 3 as depicted in figs. 1 and 2, and steel bar 4 penetrates described bed die 3, passes described bed die 3 behind the chord member bottom reinforcement bars 2 of self-bearing type steel bar girder, and the two ends of described steel bar are fixed on the outside of described bed die 3 respectively with nut 5.
More than scheme provided by the present invention is introduced in detail, for one of ordinary skill in the art, according to the thought of the embodiment of the invention, other self-bearing type steel bar girder is with the mode of the detachable connection of the template part that all can change.In sum, this description should not be construed as limitation of the present invention, and all any changes of making according to design philosophy of the present invention are all within protection scope of the present invention.
Claims (1)
1. removable lining self-bearing type reinforcement bar truss mould plate, mainly comprise self-bearing type steel bar girder and bed die composition, it is characterized in that: the inverted U-shaped steel bar of fixing described self-bearing type steel bar girder and described bed die, pass described bed die behind the chord member bottom reinforcement bars of described self-bearing type steel bar girder, the two ends of described steel bar are fixed on the outside of described bed die respectively with nut.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201310175067.4A CN103216085B (en) | 2013-05-14 | 2013-05-14 | A detachable self-supporting steel truss formwork |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201310175067.4A CN103216085B (en) | 2013-05-14 | 2013-05-14 | A detachable self-supporting steel truss formwork |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN103216085A true CN103216085A (en) | 2013-07-24 |
| CN103216085B CN103216085B (en) | 2018-04-27 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201310175067.4A Active CN103216085B (en) | 2013-05-14 | 2013-05-14 | A detachable self-supporting steel truss formwork |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN103216085B (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103470028A (en) * | 2013-09-26 | 2013-12-25 | 南通建筑工程总承包有限公司 | Assembling type floor formwork system with preset suspension reinforcing steel bars |
| CN105064720A (en) * | 2015-07-21 | 2015-11-18 | 中铁城建集团南昌建设有限公司 | Self-supporting steel bar truss floor support plate support structure |
| CN110886420A (en) * | 2019-10-18 | 2020-03-17 | 湖南耐普特科技有限公司 | Connecting assembly of floor support plate |
Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US4142705A (en) * | 1977-07-11 | 1979-03-06 | Miller C B | Means of construction of concrete culverts |
| JP2001049866A (en) * | 1999-08-11 | 2001-02-20 | Raisen:Kk | Demolding formwork for concrete casting |
| US20030001070A1 (en) * | 2001-03-22 | 2003-01-02 | Rademacher John B. | Manufactured reinforced concrete system |
| CN202090586U (en) * | 2011-05-12 | 2011-12-28 | 浙江杭萧钢构股份有限公司 | Assembly type steel bar truss formwork |
| CN102704491A (en) * | 2012-06-11 | 2012-10-03 | 上海强劲地基工程股份有限公司 | Sectional steel and reinforced concrete beam combination foundation pit supporting protection surrounding purlin and construction method of purlin |
| CN203320947U (en) * | 2013-05-14 | 2013-12-04 | 华东建筑设计研究院有限公司 | Detachable self-supporting steel bar truss framework |
-
2013
- 2013-05-14 CN CN201310175067.4A patent/CN103216085B/en active Active
Patent Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US4142705A (en) * | 1977-07-11 | 1979-03-06 | Miller C B | Means of construction of concrete culverts |
| JP2001049866A (en) * | 1999-08-11 | 2001-02-20 | Raisen:Kk | Demolding formwork for concrete casting |
| US20030001070A1 (en) * | 2001-03-22 | 2003-01-02 | Rademacher John B. | Manufactured reinforced concrete system |
| CN202090586U (en) * | 2011-05-12 | 2011-12-28 | 浙江杭萧钢构股份有限公司 | Assembly type steel bar truss formwork |
| CN102704491A (en) * | 2012-06-11 | 2012-10-03 | 上海强劲地基工程股份有限公司 | Sectional steel and reinforced concrete beam combination foundation pit supporting protection surrounding purlin and construction method of purlin |
| CN203320947U (en) * | 2013-05-14 | 2013-12-04 | 华东建筑设计研究院有限公司 | Detachable self-supporting steel bar truss framework |
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103470028A (en) * | 2013-09-26 | 2013-12-25 | 南通建筑工程总承包有限公司 | Assembling type floor formwork system with preset suspension reinforcing steel bars |
| CN105064720A (en) * | 2015-07-21 | 2015-11-18 | 中铁城建集团南昌建设有限公司 | Self-supporting steel bar truss floor support plate support structure |
| CN105064720B (en) * | 2015-07-21 | 2017-05-17 | 中铁城建集团南昌建设有限公司 | Self-supporting steel bar truss floor support plate support structure |
| CN110886420A (en) * | 2019-10-18 | 2020-03-17 | 湖南耐普特科技有限公司 | Connecting assembly of floor support plate |
Also Published As
| Publication number | Publication date |
|---|---|
| CN103216085B (en) | 2018-04-27 |
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