CN205314553U - Strenghthened type beam column or shear force be heat preservation -in -place mould for wall - Google Patents
Strenghthened type beam column or shear force be heat preservation -in -place mould for wall Download PDFInfo
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- CN205314553U CN205314553U CN201620063483.4U CN201620063483U CN205314553U CN 205314553 U CN205314553 U CN 205314553U CN 201620063483 U CN201620063483 U CN 201620063483U CN 205314553 U CN205314553 U CN 205314553U
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- mortar layer
- heat preservation
- beam column
- coupling bar
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Abstract
The utility model belongs to the technical field of building material. By the technical problem who overcomes the existence of present used -in -place mould, the utility model provides a strenghthened type beam column or shear force be heat preservation -in -place mould for wall and special production facility, including the heated board, its characterized in that: the back of heated board is equipped with the overburden, and the front of heated board is with interface mortar layer, the overburden do respectively from inside to outside, bonding mortar layer, first net cloth layer, strengthening rib layer, first crack control mortar layer, second net cloth layer and second crack control mortar layer, the strengthening rib layer be latticedly, still include the coupling bar, the one end of coupling bar is fixed with the grid node on strengthening rib layer, and the other end passes first net cloth layer, first bonding mortar layer, heated board and interface mortar layer and the coupling bar stretches out 90 bending type of the one end one -tenth anchor assembly on interface mortar layer. This strenghthened type beam column or shear force be heat preservation -in -place mould for wall is rational in infrastructure, the preparation is simple and convenient, can effectively improve the efficiency of construction.
Description
Technical field
This utility model belongs to building material technical field, specifically refers to a kind of reinforced beam column or shear wall heat preservation dismounting-free formwork.
Background technology
It is adopt template to be crowded around in the space built at present in the pouring construction of beam column or shear wall, then casting concrete in the space enclosed, form removal after concrete setting, then the surface of beam column or shear wall carries out linked network, covering and heat insulating plate, and the surface smear adhesive mortar at warming plate carries out levelling. Adopt this kind of template that beam column or shear wall are constructed and not only add the heat preservation construction step in later stage, and warming plate easily separates between thing surface with building, cause body of wall damaged. For solving this technical problem, occur in that a kind of heat preservation dismounting-free formwork in the market, its primary structure is: the tow sides at warming plate smear adhesive mortar and grid coverage cloth respectively, during construction, by coupling bar traverse template and the binding reinforcing bars built in mould, when to after building and building mortar in mould, the mortar built in mould is solidified as one with template, decreases the technical problem of tradition form removal. But find in practice of construction uses, when this non-dismantling formwork is installed, in order to more firmly combine with body of wall, it is necessary to individually punch, manually installed anchoring piece, causes the technical problem that constructing operation step is complicated, efficiency of construction is low.
Summary of the invention
For overcoming the technical problem existing for presently used non-dismantling formwork, this utility model provides a kind of reinforced beam column or shear wall heat preservation dismounting-free formwork.
For realizing above-mentioned technical purpose, the technical solution adopted in the utility model is: reinforced beam column or shear wall heat preservation dismounting-free formwork, including warming plate, it is characterized in that: the back side of described warming plate is provided with cover layer, the front of warming plate has boundary mortar layer, described cover layer from inside to outside respectively, binding sand pulp layer, the first scrim layer, reinforcement layer, the first crack resist at mortar layer, the second scrim layer and the second crack resist at mortar layer, described reinforcement layer is latticed; Also include coupling bar, the grid node of one end of described coupling bar and reinforcement layer is fixed, and 90 °, one end that the other end stretches out boundary mortar layer through the first scrim layer, the first binding sand pulp layer, warming plate and boundary mortar layer and coupling bar is bent to form anchoring piece.
Further, it is 65-80mm that described coupling bar stretches out the length of boundary mortar layer, and the anchoring piece length being wherein bent to form is 15-30mm.
Further, the thickness of described warming plate back covering layer is more than or equal to 15mm.
The beneficial effects of the utility model are: by arranging reinforcement layer at the back side of warming plate, make monoblock heat preservation dismounting-free formwork resistance to compression, bending resistance, ant wind load ability improve further, simultaneously by coupling bar and the one-body molded installation anchoring piece that need not individually punch in constructing operation of template, greatly improve efficiency of construction. This reinforced beam column or shear wall heat preservation dismounting-free formwork are rational in infrastructure, simple for production, and efficiency of construction is high, can be widely applied in construction.
Accompanying drawing explanation
Accompanying drawing 1 is the structural representation of non-dismantling formwork.
Accompanying drawing 2 is I place enlarged diagram in accompanying drawing 1.
Accompanying drawing 3 is the structural representation of reinforcement layer and coupling bar.
Detailed description of the invention
Below in conjunction with drawings and Examples, the utility model is described in further detail.
As shown in Figure 1, stable type beam column or shear wall heat preservation dismounting-free formwork, including warming plate 1, the back side of warming plate 1 is provided with cover layer 2, and the front of warming plate 1 has boundary mortar layer 4.
As shown in Figure 2, cover layer 2 from inside to outside respectively, binding sand pulp layer the 21, first scrim layer 22, reinforcement layer the 23, first crack resist at mortar layer the 24, second scrim layer 25 and the second crack resist at mortar layer 26.
As shown in Figure 3, reinforcement layer 23 is in latticed, fixing coupling bar 3 on grid node, shown in accompanying drawing 1, coupling bar 3 exceeds warming plate surface 65-80mm through the first scrim layer 22, binding sand pulp layer 21, warming plate 1 and boundary mortar layer 4 and coupling bar end.
As shown in Figure 1, after this non-dismantling formwork completes, coupling bar 3 stretches out 90 °, one end of boundary mortar layer and is bent to form anchoring piece 31, and the length general control of anchoring piece 31 is at 15-30mm.
Claims (3)
1. reinforced beam column or shear wall heat preservation dismounting-free formwork, including warming plate, it is characterized in that: the back side of described warming plate is provided with cover layer, the front of warming plate has boundary mortar layer, described cover layer is from inside to outside respectively, binding sand pulp layer, the first scrim layer, reinforcement layer, the first crack resist at mortar layer, the second scrim layer and the second crack resist at mortar layer, described reinforcement layer is latticed; Also include coupling bar, the grid node of one end of described coupling bar and reinforcement layer is fixed, and 90 °, one end that the other end stretches out boundary mortar layer through the first scrim layer, the first binding sand pulp layer, warming plate and boundary mortar layer and coupling bar is bent to form anchoring piece.
2. reinforced beam column according to claim 1 or shear wall heat preservation dismounting-free formwork, it is characterised in that: it is 65-80mm that described coupling bar stretches out the length of boundary mortar layer, and the anchoring piece length being wherein bent to form is 15-30mm.
3. reinforced beam column according to claim 1 or shear wall heat preservation dismounting-free formwork, it is characterised in that: the thickness of described warming plate back covering layer is more than or equal to 15mm.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620063483.4U CN205314553U (en) | 2016-01-23 | 2016-01-23 | Strenghthened type beam column or shear force be heat preservation -in -place mould for wall |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620063483.4U CN205314553U (en) | 2016-01-23 | 2016-01-23 | Strenghthened type beam column or shear force be heat preservation -in -place mould for wall |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN205314553U true CN205314553U (en) | 2016-06-15 |
Family
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201620063483.4U Expired - Fee Related CN205314553U (en) | 2016-01-23 | 2016-01-23 | Strenghthened type beam column or shear force be heat preservation -in -place mould for wall |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN205314553U (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106088575A (en) * | 2016-08-08 | 2016-11-09 | 王庆湖 | The production method of reinforced fireproof heat insulation formwork, production equipment special and template |
| CN107989232A (en) * | 2018-01-12 | 2018-05-04 | 重庆凌锋投资管理有限公司 | A kind of Prefabricated composite assembling steel plate shear wall |
| CN115182380A (en) * | 2022-06-30 | 2022-10-14 | 中铁二十局集团第一工程有限公司 | Construction method for rail transit vehicle section |
-
2016
- 2016-01-23 CN CN201620063483.4U patent/CN205314553U/en not_active Expired - Fee Related
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106088575A (en) * | 2016-08-08 | 2016-11-09 | 王庆湖 | The production method of reinforced fireproof heat insulation formwork, production equipment special and template |
| CN106088575B (en) * | 2016-08-08 | 2018-01-23 | 王庆湖 | The production equipment special of reinforced fireproof heat insulation formwork |
| CN107989232A (en) * | 2018-01-12 | 2018-05-04 | 重庆凌锋投资管理有限公司 | A kind of Prefabricated composite assembling steel plate shear wall |
| CN115182380A (en) * | 2022-06-30 | 2022-10-14 | 中铁二十局集团第一工程有限公司 | Construction method for rail transit vehicle section |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20160615 Termination date: 20170123 |