CN204112719U - A kind of external angle formwork of reinforced concrete member installs structure - Google Patents
A kind of external angle formwork of reinforced concrete member installs structure Download PDFInfo
- Publication number
- CN204112719U CN204112719U CN201420561413.2U CN201420561413U CN204112719U CN 204112719 U CN204112719 U CN 204112719U CN 201420561413 U CN201420561413 U CN 201420561413U CN 204112719 U CN204112719 U CN 204112719U
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- template
- reinforced concrete
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- cross
- angle formwork
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Abstract
The external angle formwork that the utility model discloses a kind of reinforced concrete member installs structure, and cast-in-situ steel reinforced concrete component comprises cast in situ ferroconcrete wall or cast-in-situ steel reinforced concrete beam; Template comprises side template and cross template; The back side of cross template is provided with back cord wood; Side template and cross template overlap and form cast in situ ferroconcrete wall or cast-in-situ steel reinforced concrete beam external angle formwork, and the head end of side template is elongated to concordant with the back cord wood being located at the cross template back side.Wherein, side template and cross template are bamboo plywood.The shaped component that the utility model adopts the external angle formwork improved to build, eliminate clear-water concrete external corner spillage and ensure Forming Quality, elimination concrete construction external corner is not upright, the common quality defect problem of spillage, losing fangle, directly can carry out decoration construction, there is obvious economic benefit and social benefit.
Description
Technical field
The external angle formwork that the utility model relates to a kind of reinforced concrete member installs structure.
Background technology
Along with bamboo-wood plywood is widely applied in cast-in-situ steel reinforced concrete component template installs, the quality of formwork erection quality directly affects the total quality of construction work.
At present in work progress, be the key of formwork erection to the control of existing bar pouring concrete component external corner Founder.If control bad, the mass defects such as external corner is not straight, out of plumb, spillage will be caused.
As shown in Figure 1, in cast in situ ferroconcrete wall external corner tradition formwork way, side template 6 and the overlap joint size of cross template 7 of tradition body of wall external corner part A only have the thickness of a template, if to install in process slightly deviation, just there will be template gap, although also seal lap gap with two-sided tape 8, also easily cause template lap-joint concrete spillage, affect member integrated pouring quality.
Summary of the invention
The external angle formwork that the technical problems to be solved in the utility model is to provide a kind of reinforced concrete member installs structure.
In order to solve the problems of the technologies described above, the technical solution adopted in the utility model is: a kind of external angle formwork of reinforced concrete member installs structure, and cast-in-situ steel reinforced concrete component comprises cast in situ ferroconcrete wall or cast-in-situ steel reinforced concrete beam; Template comprises side template and cross template; The back side of cross template is provided with back cord wood; Side template and cross template overlap and form cast in situ ferroconcrete wall or cast-in-situ steel reinforced concrete beam external angle formwork, and the head end of side template is elongated to concordant with the back cord wood being located at the cross template back side.
As preferably, side template and cross template are bamboo plywood.
The beneficial effects of the utility model are:
Adopt the shaped component that the external angle formwork improved is built, eliminate clear-water concrete external corner spillage and ensure Forming Quality, elimination concrete construction external corner is not upright, the common quality defect problem of spillage, losing fangle, directly can carry out decoration construction, have obvious economic benefit and social benefit.
Accompanying drawing explanation
Below in conjunction with the drawings and specific embodiments, the utility model is described in further detail.
Fig. 1 is the traditional formwork erecting structure of cast in situ ferroconcrete wall external corner.
Fig. 2 is the concrete wall formwork structural representation that the external angle formwork of the utility model reinforced concrete member installs constructive embodiment.
Fig. 3 is the concrete beam formwork erecting structure schematic diagram that the external angle formwork of the utility model reinforced concrete member installs constructive embodiment.
In figure, 1-mountain font jig and nut, 2-Screw arbor with nut at both-ends, 3-steel pipe, 4-concrete, the 5-lumps of wood, 6-side template, 7-cross template, 8-two-sided tape, A-tradition body of wall external corner, B-body of wall external corner, C-beam body external corner.
Detailed description of the invention
Embodiment 1
Fig. 2 is a kind of external corner formwork erecting structure of cast-in-place concrete wall.Be provided with the lumps of wood 5 at the back side of side template 6 and cross template 7, the staggered erection in the behind steel pipe 3 of the lumps of wood, connects with the steel pipe 3 of Screw arbor with nut at both-ends 2 by both sides, fixes with mountain font jig and nut 1.
Side template 7 and cross template 8 are made up of bamboo-wood plywood, and be overlapped to form external angle formwork at formation body of wall external corner B place, wherein the head end of side template 6 is concordant with the lumps of wood 5 of the 50 × 80mm being located at cross template 7 back side, is equivalent to side template 6 and increases 50mm, then seals with the gap of two-sided tape 8 by lap-joint.
When after concreting 4, form removable is also very easy to, and can not cause artificial destruction to concrete external corner.
Embodiment 2
Fig. 3 is a kind of external corner formwork erecting structure of cast-in-situ concrete beam.Be provided with the lumps of wood 5 at the back side of side template 6 and cross template 7, the staggered erection in the behind steel pipe 3 of the lumps of wood, connects with the steel pipe 3 of Screw arbor with nut at both-ends 2 by both sides, and fixes with mountain font jig and nut 1.
Side template 7 and cross template 8 are made up of bamboo-wood plywood, and be overlapped to form external angle formwork at formation beam body external corner C place, wherein the head end of side template 6 is concordant with the lumps of wood 5 of the 50 × 80mm being located at cross template 7 back side, is equivalent to side template and increases 50mm, then seal with the gap of two-sided tape 8 by lap-joint.
Above-described the utility model embodiment, does not form the restriction to the utility model protection domain.Any do within spirit of the present utility model and principle amendment, equivalent to replace and improvement etc., all should be included in claims of the present utility model it.
Claims (2)
1. the external angle formwork of reinforced concrete member installs a structure, and described reinforced concrete member comprises cast in situ ferroconcrete wall or cast-in-situ steel reinforced concrete beam; Described template comprises side template and cross template; The back side of described cross template is provided with back cord wood; It is characterized in that: described side template and cross template overlap and form cast in situ ferroconcrete wall or cast-in-situ steel reinforced concrete beam external angle formwork, and the head end of side template is elongated to concordant with the back cord wood being located at the cross template back side.
2. the external angle formwork of reinforced concrete member according to claim 1 installs structure, it is characterized in that: described side template and cross template are bamboo plywood.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201420561413.2U CN204112719U (en) | 2014-09-26 | 2014-09-26 | A kind of external angle formwork of reinforced concrete member installs structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201420561413.2U CN204112719U (en) | 2014-09-26 | 2014-09-26 | A kind of external angle formwork of reinforced concrete member installs structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN204112719U true CN204112719U (en) | 2015-01-21 |
Family
ID=52330045
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201420561413.2U Expired - Fee Related CN204112719U (en) | 2014-09-26 | 2014-09-26 | A kind of external angle formwork of reinforced concrete member installs structure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN204112719U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107386637A (en) * | 2017-07-28 | 2017-11-24 | 中国建筑第二工程局有限公司 | A kind of shear wall negative and positive angle construction mould and operating method |
| CN110424732A (en) * | 2019-09-03 | 2019-11-08 | 中国电建集团山东电力建设有限公司 | The construction method of template system for concreting |
-
2014
- 2014-09-26 CN CN201420561413.2U patent/CN204112719U/en not_active Expired - Fee Related
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107386637A (en) * | 2017-07-28 | 2017-11-24 | 中国建筑第二工程局有限公司 | A kind of shear wall negative and positive angle construction mould and operating method |
| CN110424732A (en) * | 2019-09-03 | 2019-11-08 | 中国电建集团山东电力建设有限公司 | The construction method of template system for concreting |
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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 |
Granted publication date: 20150121 Termination date: 20150926 |
|
| EXPY | Termination of patent right or utility model |