CN103216085B - A kind of removable lining self-bearing type reinforcement bar truss mould plate - Google Patents
A kind of removable lining self-bearing type reinforcement bar truss mould plate Download PDFInfo
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- CN103216085B CN103216085B CN201310175067.4A CN201310175067A CN103216085B CN 103216085 B CN103216085 B CN 103216085B CN 201310175067 A CN201310175067 A CN 201310175067A CN 103216085 B CN103216085 B CN 103216085B
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- bearing type
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- bed die
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Abstract
The invention belongs to a kind of removable lining self-bearing type reinforcement bar truss mould plate in concrete form technology field, which is：A kind of removable lining self-bearing type reinforcement bar truss mould plate, mainly includes self-bearing type steel bar girder and bed die forms, it is characterised in that：The inverted U-shaped steel bar of the fixed self-bearing type steel bar girder and the bed die, is pierced by the bed die, the both ends of the steel bar are fixed on the outside of the bed die with nut respectively after the chord member bottom reinforcement bars of the self-bearing type steel bar girder.This removable lining self-bearing type reinforcement bar truss mould plate can save substantial amounts of bed die plate material, economize on resources, reduce cost.The environment of construction site also answers original branch to touch system and reduces and improve significantly at the same time.Inverted U-shaped steel bar is also used as the fixing piece of the lower suspender member of concrete blinding after demoulding.
Description
Technical field
The invention belongs to fixed buildings structural engineering field, more particularly to concrete form technology field.
Background technology
Usual self-bearing type reinforcement bar truss mould plate is to be fixed on one with welding manner with the sheet metal of end template by steel bar girder
Rise, after treating that concrete floor is poured and smash, self-bearing type reinforcement bar truss mould plate is just combined together with concrete floor is permanent.Fill
When the sheet metal of end template is for good and all stayed on floor.Time is grown long afterwards, and the easy corrosion of bed die of sheet metal, can influence to use,
It end template may also can come off after the corrosion of welding position, there is security risk.Meanwhile bed die is stayed on concrete slab and also wasted very much.
The content of the invention
The technical problems to be solved by the invention there is provided a kind of removable lining self-bearing type reinforcement bar truss mould plate, end template
Under being shirked after the completion of casting and compacting of concrete, reuse template.Meanwhile the inverted U-shaped steel bar used in this technology is also
Can be as the fixing piece of the lower suspender member of concrete blinding after the demoulding.
The technical scheme is that：A kind of removable lining self-bearing type reinforcement bar truss mould plate, mainly includes self-bearing type reinforcing bar
The inverted U-shaped steel bar of truss and bed die composition, the fixed self-bearing type steel bar girder and the bed die, around the self-bearing type reinforcing bar
The bed die is pierced by after the chord member bottom reinforcement bars of truss, the both ends of the steel bar are fixed on the outer of the bed die with nut respectively
Side.Bed die material can be sheet metal or it is other all can do concrete bed die material.
The present invention is according to the characteristics of traditional concrete blinding technique and self-bearing type reinforcement bar truss mould plate, by self-bearing type steel
Muscle truss mould plate, which does not have to supporting and conventional template system, can shirk and be combined, i.e., weld self-bearing type steel bar girder with the fixed of bed die
The connection mode connect, is changed to removable lining connection mode.Releasing agent is coated on bed die face before casting and compacting of concrete, so in coagulation
Soil pours smash after the completion of, under end template being shirked, reuse template.This removable lining self-bearing type steel bar girder mould
Plate can save substantial amounts of bed die plate material, economize on resources, reduce cost.The environment of construction site also answers original branch to touch at the same time
System is reduced and improved significantly.Inverted U-shaped steel bar is also used as the fixing piece of the lower suspender member of concrete blinding after demoulding.
Brief description of the drawings
The invention will be further described with example and application construction method below in conjunction with the accompanying drawings.
Fig. 1 is self-bearing type reinforcement bar truss mould plate profilograph.
Fig. 2 is the detachable connection node of the present invention.
Embodiment
Self-bearing type steel bar girder 1 has bed die 3 as depicted in figs. 1 and 2, and steel bar 4 penetrates the bed die 3, around self-supporting
It is pierced by the bed die 3 after the chord member bottom reinforcement bars 2 of formula steel bar girder, the both ends of the steel bar are fixed on described with nut 5 respectively
The outside of bed die 3.
The practical scheme provided of the invention is discussed in detail above, for those of ordinary skill in the art, according to this
The thought of inventive embodiments, mode there will be changes of other self-bearing type steel bar girders with the detachable connection of template.It is comprehensive
Upper described, this specification content should not be construed as limiting the invention, all any changes made according to design philosophy of the present invention
All within protection scope of the present invention.
Claims (1)
1. a kind of removable lining self-bearing type reinforcement bar truss mould plate, mainly includes self-bearing type steel bar girder and bed die forms, its feature
It is：The inverted U-shaped steel bar of the fixed self-bearing type steel bar girder and the bed die, around the chord member of the self-bearing type steel bar girder
The bed die is pierced by after bottom reinforcement bars, the both ends of the steel bar are fixed on the outside of the bed die with nut respectively, and concrete pours
Before smashing releasing agent is coated on the bed die face.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201310175067.4A CN103216085B (en) | 2013-05-14 | 2013-05-14 | A kind of removable lining self-bearing type reinforcement bar truss mould plate |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201310175067.4A CN103216085B (en) | 2013-05-14 | 2013-05-14 | A kind of removable lining self-bearing type reinforcement bar truss mould plate |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN103216085A CN103216085A (en) | 2013-07-24 |
| CN103216085B true CN103216085B (en) | 2018-04-27 |
Family
ID=48814205
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201310175067.4A Active CN103216085B (en) | 2013-05-14 | 2013-05-14 | A kind of removable lining self-bearing type reinforcement bar truss mould plate |
Country Status (1)
| Country | Link |
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| CN (1) | CN103216085B (en) |
Families Citing this family (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103470028B (en) * | 2013-09-26 | 2015-07-29 | 江苏中南建筑产业集团有限责任公司 | A kind of assembling presets floor slab formerecting system and the installing/dismounting method of hanging reinforcing bar |
| 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 |
Citations (5)
| 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 | Removable form for placing concrete |
| 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 |
Family Cites Families (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| WO2002077391A2 (en) * | 2001-03-22 | 2002-10-03 | Rademacher John B | Manufactured reinforced concrete system |
-
2013
- 2013-05-14 CN CN201310175067.4A patent/CN103216085B/en active Active
Patent Citations (5)
| 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 | Removable form for placing concrete |
| 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 |
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| CN103216085A (en) | 2013-07-24 |
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