CN201809965U - Plastic/fair-faced concrete building formwork - Google Patents
Plastic/fair-faced concrete building formwork Download PDFInfo
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- CN201809965U CN201809965U CN2010202368693U CN201020236869U CN201809965U CN 201809965 U CN201809965 U CN 201809965U CN 2010202368693 U CN2010202368693 U CN 2010202368693U CN 201020236869 U CN201020236869 U CN 201020236869U CN 201809965 U CN201809965 U CN 201809965U
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- connector
- template
- inner corner
- beam column
- concrete building
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- 239000004033 plastic Substances 0.000 title claims abstract description 15
- 229920003023 plastic Polymers 0.000 title claims abstract description 15
- 238000009415 formwork Methods 0.000 title abstract description 11
- 230000002787 reinforcement Effects 0.000 claims abstract description 6
- 239000000463 material Substances 0.000 claims description 5
- 230000002146 bilateral effect Effects 0.000 claims description 3
- 238000001125 extrusion Methods 0.000 claims description 3
- 238000010276 construction Methods 0.000 abstract description 4
- 238000010586 diagram Methods 0.000 description 6
- RKTYLMNFRDHKIL-UHFFFAOYSA-N copper;5,10,15,20-tetraphenylporphyrin-22,24-diide Chemical group [Cu+2].C1=CC(C(=C2C=CC([N-]2)=C(C=2C=CC=CC=2)C=2C=CC(N=2)=C(C=2C=CC=CC=2)C2=CC=C3[N-]2)C=2C=CC=CC=2)=NC1=C3C1=CC=CC=C1 RKTYLMNFRDHKIL-UHFFFAOYSA-N 0.000 description 3
- 229910000831 Steel Inorganic materials 0.000 description 2
- 239000000428 dust Substances 0.000 description 2
- 238000000034 method Methods 0.000 description 2
- 239000010959 steel Substances 0.000 description 2
- 239000002699 waste material Substances 0.000 description 2
- 230000009286 beneficial effect Effects 0.000 description 1
- 230000001680 brushing effect Effects 0.000 description 1
- 239000003795 chemical substances by application Substances 0.000 description 1
- 238000004140 cleaning Methods 0.000 description 1
- 239000011248 coating agent Substances 0.000 description 1
- 238000000576 coating method Methods 0.000 description 1
- 230000007812 deficiency Effects 0.000 description 1
- 238000004134 energy conservation Methods 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 238000005213 imbibition Methods 0.000 description 1
- 239000003973 paint Substances 0.000 description 1
- 230000000704 physical effect Effects 0.000 description 1
- 230000007306 turnover Effects 0.000 description 1
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 1
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- Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)
Abstract
The utility model relates to a building formwork, in particular to a plastic/fair-faced concrete building formwork which achieves the connecting structure with 90-degree rotation angle, achieves the square-shaped, planar or cross-shaped connection of beams and columns of any size and improves the connection strength. The formwork comprises a beam/column formwork (1), two types of female corners, two types of male corners, and two types of connectors. The beam/column formwork (1), the female corners and the male corners are all provided with raised reinforcements with connection protrusions. When the beam/column formwork (1) is connected with the female or the male corners, the connection protrusions to be connected are inserted into grooves (15) of a connector I (6) and a connector II (7) respectively, and then fastened through bolts (12) and screw caps (16). The formwork is applied to concrete building formworks in the construction of upright columns, shear walls and floor slabs.
Description
Technical field
The utility model relates to a kind of concreting device, is specifically related to a kind of plastic exposed concrete building template.
Background technology
Existing exposed concrete building template, material are generally steel, wooden or veneer, and are panel construction.Because the template water imbibition that above-mentioned material is made is strong, therefore, in carrying out concrete pouring and knockout course, makes metope coarse, rough, need the secondary dust, and template itself utilizes number of times low.In addition, adopt split to connect when the structure of existing plastic exposed concrete building template connects around the corner, when cast, bonding strength is low.Therefore, existing exposed concrete building template connects inconvenient, time-consuming, and when horizontal and vertical connection, need brace and more wooden peg, and the number of turnover of template is low, and method of attachment intensity is not high.
The utility model content
At above-mentioned deficiency, the utility model provides a kind of plastic exposed concrete building template, has realized 90 degree corner syndetons, improved the bonding strength of template, and assembly and disassembly is convenient, preliminary dimension arbitrarily, and recyclable utilization has reduced cost.
The technical solution of the utility model is: this template comprises the beam column template, inner corner trim I and inner corner trim II, external corner I and external corner II, connector I and connector II, several are set on described beam column template strengthen projection, wherein reinforcement projection in two ends is provided with connection bump, described inner corner trim I and inner corner trim II, external corner I and external corner II all are provided with connection bump and strengthen projection, described connector I and connector II are the bilateral symmetry structure, and groove all is set and on connector I and the connector II with the two bolt connecting hole that couples together, when the beam column template is connected with inner corner trim or external corner, the connection bump of connected piece is inserted respectively in the groove of connector I and connector II, bolt passes the bolt connecting hole of connector I and connector II then, and is fastening with nut.
When the beam column template is connected with four inner corner trim I or 4 inner corner trim II, constitute quartet connection.
When the beam column template is connected with four external corners and 8 inner corner trims, constitutes cross and connect.
When the beam column template is connected with two external corners with two inner corner trims, constitutes T-shaped and connect.
The material of described beam column template, inner corner trim and external corner is plastics, and is extrusion molding.
The beneficial effects of the utility model:
1) the utility model has adopted plastic extruding forming, has replaced existing steel, plank, offset plate etc. and has been cast into type, realized thus light weight, energy-conservation, processing simple, easy to use; Behind the building form removal, building surface is minute surface, need not the secondary dust, directly paint coating; This construction formwork need not the brushing release agent, and the easily demoulding is cleaned easily and maintained, and can reduce template cleaning and upkeep cost, the no three wastes and waste, and building costs has been saved in recyclable utilization;
2) the utility model has adopted inner corner trim, external corner structure, realizes 90 degree corner syndetons;
3) inner corner trim of the present utility model, external corner have adopted integral body and bulge-structure, have improved the bonding strength at the turning of template;
4) because in the utility model, the combination of beam column template and inner corner trim, external corner different modes can realize any preliminary dimension, and assembly and disassembly makes things convenient for, and operates and carry safe and reliable, and labour intensity is low, the efficiency of construction height.
This invention is usually used in being assembled into syndetons such as the column, shear wall, floor of building.Be higher than common method of attachment with this invention of physical property under the condition.
Description of drawings
Fig. 1 is a beam column formwork structure schematic diagram of the present utility model;
Fig. 2 inner corner trim I of the present utility model structural representation;
Fig. 3 is an inner corner trim II structural representation of the present utility model;
Fig. 4 is an external corner I structural representation of the present utility model;
Fig. 5 is an external corner II structural representation of the present utility model;
Fig. 6 is a connector I structural representation of the present utility model;
Fig. 7 is of the present utility model and connector II structural representation;
Fig. 8 is the utility model schematic diagram that is connected;
Fig. 9 constitutes beam column template and four tetragonal structure schematic diagrames that the inner corner trim II constitutes for the utility model;
Figure 10 constitutes beam column template and four tetragonal structure schematic diagrames that the inner corner trim I constitutes for the utility model;
Figure 11 constitutes the schematic diagram of decussate texture for the utility model;
Figure 12 constitutes the schematic diagram of fourth shape structure for the utility model;
The specific embodiment
Be described further of the present utility model below in conjunction with accompanying drawing:
This template comprises beam column template 1, inner corner trim I 2 and inner corner trim II 3, external corner I 4 and external corner II 5, connector I 6 and connector II 7.The material of described beam column template 1, inner corner trim and external corner is plastics, and is extrusion molding.
As shown in Figure 1, have several to strengthen projection 8 on the plane of beam column template 1, wherein two ends are strengthened projection 10 and are provided with connection bump 11, beam column template 1 and connector I 6 and the plane connection that can realize arbitrary dimension after connector II 7 is connected.
As Fig. 2, shown in Figure 3, inner corner trim I 2 and inner corner trim II 3 are overall structure, be provided with to strengthen projection, and two ends reinforcement projection are provided with connection bump.
As Fig. 4, shown in Figure 5, external corner I 4 and external corner II 5 are overall structure, be provided with to strengthen projection, and two ends reinforcement projection are provided with connection bump.
As Fig. 6, shown in Figure 7, connector I 6 be the bilateral symmetry structure with connector II 7, and connector I 6 is provided with the counterbore of bolt, and the through hole of bolt is set on the connector II 7, is respectively equipped with groove 15 on connector I 6 and connector II 7.When beam column template 1 with inner corner trim, when external corner is connected, the connection bump of connected piece is inserted respectively in the groove 15 of connector I 6 and connector II 7, bolt 12 passes the bolt connecting hole of connector I 6 and connector II (7) then, and is fastening with nut 16.
As shown in Figure 8, size according to building beam column, select not of uniform size or several beam column templates 1, be connected with inner corner trim and external corner respectively by connector I 6 and connector II 7, and carry out fasteningly caning be assembled into being connected of required form with bolt 12 and nut 16, be used for the cast around the corner of beam, post.
As Fig. 9, shown in Figure 10, size according to building beam column, select not of uniform size or several beam column templates 1 and four inner corner trim I or inner corner trim II are combined into tetragonal structure, beam column template 1 is connected with inner corner trim I or inner corner trim II, all utilize connection bump 11 to insert in the groove 15 of connector I 6 and connector II 7, bolt 12 passes the bolt connecting hole of connector I 6 and connector II (7) then, with the nut 16 fastening cast that are used for post.
As shown in figure 11,, select not of uniform size or several beam column templates 1 are combined into decussate texture by eight inner corner trims and four external corners, be used for the cast of cross section column or grade beam according to the size of building beam column.When beam column template 1 is connected with inner corner trim or external corner, the connection bump of connected piece is inserted respectively in the groove 15 of connector I 6 and connector II 7, bolt 12 passes the bolt connecting hole of connector I 6 and connector II (7) then, with the nut 16 fastening cast that are used for post.
As shown in figure 12, size according to building beam column, select not of uniform size or several beam column templates 1 by two inner corner trims and two external corners combinations shape structure of coming of age, the connection bump of connected piece is inserted respectively in the groove 15 of connector I 6 and connector II 7, bolt 12 passes the bolt connecting hole of connector I 6 and connector II (7) then, with the nut 16 fastening cast that are used for beam.
Claims (5)
1. plastic exposed concrete building template, this template comprises beam column template (1), it is characterized in that: this template also comprises, inner corner trim I (2) and inner corner trim II (3), external corner I (4) and external corner II (5), connector I (6) and connector II (7), several are set on described beam column template (1) strengthen projection, wherein two ends reinforcement projectioies (10) are provided with connection bump (11), described inner corner trim I (2) and inner corner trim II (3), external corner I (4) and external corner II (5) are overall structure, and the reinforcement projection of band connection bump structure is set, described connector I (6) and connector II (7) are the bilateral symmetry structure, and on connector I (6) and the connector II (7) bolt connecting hole and groove (15) are set all, when beam column template (1) is connected with inner corner trim or external corner, the connection bump of connected piece is inserted respectively in the groove (15) of connector I (6) and connector II (7), bolt (12) passes the bolt connecting hole of connector I (6) and connector II (7) then, and is fastening with nut (16).
2. a kind of according to claim 1 plastic exposed concrete building template is characterized in that: as beam column template (1) and four inner corner trim I (2) or four inner corner trim II (3) when being connected, constitute square and connect.
3. a kind of according to claim 1 plastic exposed concrete building template is characterized in that: when beam column template (1) is connected with eight inner corner trims and four external corners, constitutes cross and connect.
4. a kind of according to claim 1 plastic exposed concrete building template is characterized in that: when beam column template (1) is connected with two external corners with two inner corner trims, constitutes T-shaped and connect.
5. a kind of according to claim 1 plastic exposed concrete building template is characterized in that: the material of described beam column template (1), inner corner trim and external corner is plastics, and is extrusion molding.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2010202368693U CN201809965U (en) | 2010-06-25 | 2010-06-25 | Plastic/fair-faced concrete building formwork |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2010202368693U CN201809965U (en) | 2010-06-25 | 2010-06-25 | Plastic/fair-faced concrete building formwork |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN201809965U true CN201809965U (en) | 2011-04-27 |
Family
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN2010202368693U Expired - Fee Related CN201809965U (en) | 2010-06-25 | 2010-06-25 | Plastic/fair-faced concrete building formwork |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN201809965U (en) |
Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102409841A (en) * | 2011-08-11 | 2012-04-11 | 青岛理工大学 | Building face formwork system with frame structure and its application |
| CN103266758A (en) * | 2013-05-31 | 2013-08-28 | 成都缘丰科技材料有限公司 | Building mould closing structure |
| CN103806652A (en) * | 2012-11-08 | 2014-05-21 | 深圳市特辰科技股份有限公司 | Building typifying template connecting device |
| CN109537873A (en) * | 2018-12-20 | 2019-03-29 | 筑梦高科建筑有限公司 | A kind of template mechanism of semi-solid-state shaping |
| CN110439283A (en) * | 2019-07-11 | 2019-11-12 | 广州景兴建筑科技有限公司 | Hole location device is exempted from a kind of splicing of building aluminum alloy pattern plate |
-
2010
- 2010-06-25 CN CN2010202368693U patent/CN201809965U/en not_active Expired - Fee Related
Cited By (9)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102409841A (en) * | 2011-08-11 | 2012-04-11 | 青岛理工大学 | Building face formwork system with frame structure and its application |
| CN102409841B (en) * | 2011-08-11 | 2014-01-01 | 青岛理工大学 | Building surface template system with frame structure and application thereof |
| CN103806652A (en) * | 2012-11-08 | 2014-05-21 | 深圳市特辰科技股份有限公司 | Building typifying template connecting device |
| CN103806652B (en) * | 2012-11-08 | 2016-06-29 | 深圳市特辰科技股份有限公司 | A kind of building typified form connecting device |
| CN103266758A (en) * | 2013-05-31 | 2013-08-28 | 成都缘丰科技材料有限公司 | Building mould closing structure |
| CN103266758B (en) * | 2013-05-31 | 2015-07-15 | 成都缘丰科技材料有限公司 | Building mould closing structure |
| CN109537873A (en) * | 2018-12-20 | 2019-03-29 | 筑梦高科建筑有限公司 | A kind of template mechanism of semi-solid-state shaping |
| CN109537873B (en) * | 2018-12-20 | 2021-03-26 | 广东博智林机器人有限公司 | Semi-solid forming template mechanism |
| CN110439283A (en) * | 2019-07-11 | 2019-11-12 | 广州景兴建筑科技有限公司 | Hole location device is exempted from a kind of splicing of building aluminum alloy pattern plate |
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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: 20110427 Termination date: 20170625 |