CN204139589U - The construction formwork assembly of vertical concrete wall - Google Patents
The construction formwork assembly of vertical concrete wall Download PDFInfo
- Publication number
- CN204139589U CN204139589U CN201420565759.XU CN201420565759U CN204139589U CN 204139589 U CN204139589 U CN 204139589U CN 201420565759 U CN201420565759 U CN 201420565759U CN 204139589 U CN204139589 U CN 204139589U
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- template
- bearing diagonal
- concrete wall
- diagonal beam
- vertical
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Abstract
The construction formwork assembly of vertical concrete wall, comprises, the first template; The second template be oppositely arranged with the first template, forms the gap of concreting between this second template and first template; Steel tie, the two ends of this steel tie are mounted on the first template and the second template respectively; Multiple for bearing diagonal beam, on the swivel base that the bottom of this bearing diagonal beam is hinged on the ground, upper end is hinged on the first template or the second template is inner pre-buried, bearing diagonal beam comprises two support bars, and a sleeve pipe, internal surface of sleeve pipe offers internal thread, support bar offers the external screw thread mated with internal thread, and externally threaded rotation direction on two support bars is contrary.The utility model utilizes bearing diagonal beam support shuttering, and can need to adjust the length of bearing diagonal beam according to construction, thus the angle of accurate Control architecture, the effective problem solving concrete wall and occur tilting.
Description
Technical field
The utility model relates to technical field of building construction, is specifically related to a kind of construction formwork assembly of vertical concrete wall.
Background technology
In the realm of building construction, usually need the concrete wall of building facade, namely usually said vertical concrete wall construction.Current vertical concrete wall, in work progress, are usually first built bar construction, are then arranged template in the both sides of bar construction, afterwards concreting in bar construction, after concrete curing, template taken off, the vertical concrete wall of final molding.
Existing vertical concrete wall are before construction, that multiple template assembly is become template assembly, then securing member is utilized to lock, make the space forming concreting between two opposed template assemblies, in work progress, due to the concrete tension force of flow-like, easily cause the angle of template assembly and vertical direction to there is certain angle, thus make the final vertical concrete wall surface formed occur the phenomenon of inclination.
Utility model content
For the deficiencies in the prior art, the purpose of this utility model is intended to the construction formwork assembly providing a kind of vertical concrete wall, and it effectively can solve concrete wall and occur the phenomenon of inclination.
For achieving the above object, the utility model adopts following technical scheme:
The construction formwork assembly of vertical concrete wall, comprises,
First template;
The second template be oppositely arranged with the first template, forms the gap of concreting between this second template and first template;
Steel tie, the two ends of this steel tie are mounted on the first template and the second template respectively;
Multiple for bearing diagonal beam, on the swivel base that the bottom of this bearing diagonal beam is hinged on the ground, upper end is hinged on the first template or the second template is inner pre-buried, bearing diagonal beam comprises two support bars, and a sleeve pipe, internal surface of sleeve pipe offers internal thread, support bar offers the external screw thread mated with internal thread, and externally threaded rotation direction on two support bars is contrary.
Steel tie is a ring-shaped closing member, and the first template is embedded with the first vertical reinforcement, is provided with the second vertical reinforcement in the second template, and the first vertical reinforcement and the cross-under of the second vertical reinforcement difference are at the inner two ends of steel tie.
The U-shaped part that steel tie is all welded on the first transverse reinforcement by the first transverse reinforcement be embedded in the first template and two ends forms, second template is provided with the groove for holding U-shaped part, be embedded with the second transverse reinforcement in second template, this second transverse reinforcement has the drawknot portion being positioned at slot opening position; Second template is provided with and extends and through the through hole of groove along short transverse, the second vertical reinforcement cross-under is in through hole, and its part in groove is placed between U-shaped part and drawknot portion.
The beneficial effects of the utility model are:
Compared to prior art, the utility model utilizes bearing diagonal beam support shuttering, and can need to adjust the length of bearing diagonal beam according to construction, thus the angle of accurate Control architecture, the effective problem solving concrete wall and occur tilting.
Accompanying drawing explanation
Fig. 1 is structural representation of the present utility model;
The structural representation of bearing diagonal beam in Fig. 2 Fig. 1;
Fig. 3 is the schematic diagram of the utility model drawknot structure;
Wherein: 10, the first template; 11, the first transverse reinforcement; 12, the first vertical reinforcement; 13, U-shaped part; 20, the second template; 21, the second transverse reinforcement; 22, the second vertical reinforcement; 23, groove; 30, bearing diagonal beam; 31, support bar; 32, support bar; 33, sleeve pipe; 40, layer of concrete.
Detailed description of the invention
Below, by reference to the accompanying drawings and detailed description of the invention, the utility model is described further:
As shown in Figure 1, 2, 3, for the construction formwork assembly of a kind of vertical concrete wall of the present utility model, it comprises the first template 10, second template 20 and multiple bearing diagonal beam 30, wherein, first template 10 and the second template 20 are oppositely arranged, it forms a gap for concreting layer 40 therebetween, drawknot structure is provided with between first template 10 and the second template 20, the two ends of this drawknot structure mount the first template 10 and the second template 20 respectively, for preventing the first template 10 and the second template 20 towards direction motion away from each other.Above-mentioned bearing diagonal beam 30 bottom is on the ground hinged, upper end is then hinged on the inner pre-buried swivel base of the first template 10 or the second template 20, bearing diagonal beam 30 is by support bar 31, support bar 32 and sleeve pipe 33 form, wherein, support bar 31 and the first template 10 or the second template 20 hinged, support bar 32 is hinged with ground, internal thread is offered in sleeve pipe 33, support bar 31 and support bar 32 offer the external screw thread mated with internal thread, and the externally threaded rotation direction on support bar 31 and support bar 32 is contrary, sleeve pipe 33 thread bush is connected on support bar 31 and support bar 32, revoling tube 33, support bar 31 and support bar 32 can be made towards direction motion close or away from each other, then the object changing bearing diagonal beam 30 length is realized.
The utility model is when constructing, revoling tube 33, change the length of bearing diagonal beam 30, thus the angle on the first template 10 and the second template 20 and ground can be adjusted accurately, by adjustment, the first template 10 and the second template 20 is made to remain perpendicular to the ground, thus the effective problem solving concrete wall angular slope.
Steel tie is a ring-shaped closing member, the first vertical reinforcement 12 is embedded with in the first template 10, the second vertical reinforcement 22 is provided with in second template 20, first vertical reinforcement 12 and the cross-under of the second vertical reinforcement 22 difference are at the inner two ends of steel tie, when the first template 10 and the second template 20 extrude by inner concrete layer 40, first vertical reinforcement 12 and the second vertical reinforcement 22 are held by the two ends of steel tie respectively, thus avoid the first template 10 and the second template 20 towards direction motion away from each other.
The U-shaped part 13 that steel tie is all welded on the first transverse reinforcement 11 by the first transverse reinforcement 11 be embedded in the first template 10 and two ends forms, second template 20 is provided with the groove 23 for holding U-shaped part 13, be embedded with the second transverse reinforcement 21 in second template 20, this second transverse reinforcement 21 has the drawknot portion being positioned at groove 23 aperture position; Second template 20 is provided with and extends and through the through hole of groove 23 along short transverse, the second vertical reinforcement 22 cross-under is in through hole, and its part in groove 23 is placed between U-shaped part 13 and drawknot portion.
Owing to adopting above-mentioned drawknot structure, after concreting layer 40, the first template 10 and the second template 20 are strained by above-mentioned steel tie, and it is movable to avoid both it, thus avoids the concrete tension force of fluid state on the impact of concrete wall thickness.
To one skilled in the art, according to technical scheme described above and design, other various corresponding change and deformation can be made, and all these change and deformation all should belong within the protection domain of the utility model claim.
Claims (3)
1. the construction formwork assembly of vertical concrete wall, is characterized in that, comprise,
First template;
The second template be oppositely arranged with the first template, forms the gap of concreting between this second template and first template;
Steel tie, the two ends of this steel tie are mounted on the first template and the second template respectively;
Multiple for bearing diagonal beam, on the swivel base that the bottom of this bearing diagonal beam is hinged on the ground, upper end is hinged on the first template or the second template is inner pre-buried, bearing diagonal beam comprises two support bars, and a sleeve pipe, internal surface of sleeve pipe offers internal thread, support bar offers the external screw thread mated with internal thread, and externally threaded rotation direction on two support bars is contrary.
2. the construction formwork assembly of vertical concrete wall as claimed in claim 1, it is characterized in that, steel tie is a ring-shaped closing member, first template is embedded with the first vertical reinforcement, be provided with the second vertical reinforcement in second template, the first vertical reinforcement and the cross-under of the second vertical reinforcement difference are at the inner two ends of steel tie.
3. the construction formwork assembly of vertical concrete wall as claimed in claim 2, it is characterized in that, the U-shaped part that steel tie is all welded on the first transverse reinforcement by the first transverse reinforcement be embedded in the first template and two ends forms, second template is provided with the groove for holding U-shaped part, be embedded with the second transverse reinforcement in second template, this second transverse reinforcement has the drawknot portion being positioned at slot opening position; Second template is provided with and extends and through the through hole of groove along short transverse, the second vertical reinforcement cross-under is in through hole, and its part in groove is placed between U-shaped part and drawknot portion.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201420565759.XU CN204139589U (en) | 2014-09-28 | 2014-09-28 | The construction formwork assembly of vertical concrete wall |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201420565759.XU CN204139589U (en) | 2014-09-28 | 2014-09-28 | The construction formwork assembly of vertical concrete wall |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN204139589U true CN204139589U (en) | 2015-02-04 |
Family
ID=52416284
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201420565759.XU Expired - Fee Related CN204139589U (en) | 2014-09-28 | 2014-09-28 | The construction formwork assembly of vertical concrete wall |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN204139589U (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110680644A (en) * | 2019-10-22 | 2020-01-14 | 张家港江苏科技大学产业技术研究院 | Old man lifts auxiliary device of leg going to bed |
| CN112663946A (en) * | 2021-01-15 | 2021-04-16 | 湖北杰源建筑设计有限公司 | Irregular building corner optimization design method |
| CN115262810A (en) * | 2022-08-02 | 2022-11-01 | 华北水利水电大学 | Construction method of foam concrete wall with supporting effect |
-
2014
- 2014-09-28 CN CN201420565759.XU patent/CN204139589U/en not_active Expired - Fee Related
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110680644A (en) * | 2019-10-22 | 2020-01-14 | 张家港江苏科技大学产业技术研究院 | Old man lifts auxiliary device of leg going to bed |
| CN112663946A (en) * | 2021-01-15 | 2021-04-16 | 湖北杰源建筑设计有限公司 | Irregular building corner optimization design method |
| CN115262810A (en) * | 2022-08-02 | 2022-11-01 | 华北水利水电大学 | Construction method of foam concrete wall with supporting effect |
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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: 20150204 Termination date: 20170928 |