CN201635387U - External corner structure of shear wall template - Google Patents
External corner structure of shear wall template Download PDFInfo
- Publication number
- CN201635387U CN201635387U CN 201020172138 CN201020172138U CN201635387U CN 201635387 U CN201635387 U CN 201635387U CN 201020172138 CN201020172138 CN 201020172138 CN 201020172138 U CN201020172138 U CN 201020172138U CN 201635387 U CN201635387 U CN 201635387U
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- China
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- external corner
- angle steel
- shear wall
- riser
- exterior sheathing
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Abstract
The utility model discloses an external corner structure of a shear wall template, which comprises outer templates and an external corner. The external corner is connected with two outer templates which are intersected in a right-angle manner, each outer template comprises a panel, the external corner presents the shape of an angle steel and comprises two vertical plates which are vertical to each other, an angle steel longitudinal rib is respectively arranged on the rim of the connecting part between each outer template and the external corner, the vertical plate of the angle steel longitudinal rib is located towards one vertical plate of the external corner, and the vertical plate of the angle steel longitudinal rib of the outer template is connected with the vertical plates of the external corner by a plurality of bolts. The external corner of the external corner structure is square, pulp leakage cannot be easily incurred when in manufacturing, and the number of turnover times is large. Therefore, the external corner structure is suitable for being used by a bamboo plywood template system.
Description
[technical field]
The utility model relates to construction formwork, relates in particular to a kind of shear wall formwork external corner structure.
[background technology]
In the bamboo plywood large template system, when building the external corner position,, need own interim rigging as all steel template because ready-made template is not arranged.It is upright inadequately that the external corner template of field fabrication is often built angle, easy spillage, and can't repeatedly use.
[summary of the invention]
The technical problems to be solved in the utility model provides a kind of external corner angle Founder of construction, is not easy spillage during construction, and the number of turnover is many, is fit to the shear wall formwork external corner structure that the bamboo plywood large template system uses.
In order to solve the problems of the technologies described above, the technical solution adopted in the utility model is a kind of shear wall formwork external corner structure, comprise exterior sheathing and external corner, external corner is connected with the exterior sheathing of 2 right angle intersections, and exterior sheathing comprises panel, external corner is the external corner of angle steel shape, comprises 2 orthogonal risers; Comprise on the edge of every exterior sheathing and external corner connecting portion that 1 angle steel indulges rib, the riser of the vertical rib of angle steel is towards 1 riser of external corner, and the riser of the vertical rib of exterior sheathing angle steel and the riser of external corner link together by a plurality of bolts.
More perfect is, the vertical rib of angle steel is fixed on by countersunk bolt above the panel at exterior sheathing edge, and the head of countersunk bolt is imbedded in the counterbore on the panel, and the through hole that the threaded portion of countersunk bolt is passed on panel and the angle steel connects with nut.
More perfect is, comprises the bamboo plywood connection gasket, and the bamboo plywood connection gasket is installed between the riser of the riser of the vertical rib of exterior sheathing angle steel and external corner.
More perfect is, is provided with a plurality of stiffeners between 2 risers of external corner, and a plurality of stiffeners are arranged along the length direction of external corner.
More perfect is that panel is a bamboo plywood.
More perfect is that bamboo plywood is two-sided overlay film bamboo plywood.
The beneficial effects of the utility model are, the external corner angle Founder of construction is not easy spillage during construction, and the number of turnover is many, are fit to the bamboo plywood form system and use.
[description of drawings]
Below in conjunction with the drawings and specific embodiments the utility model is described in further detail.
Fig. 1 is the structural representation of the utility model shear wall formwork external corner structure embodiment.
Fig. 2 is the external corner template sectional view of the utility model shear wall formwork external corner structure embodiment.
Among Fig. 1, Fig. 2, the 1-bamboo plywood, the 2-angle steel erects rib, and the 201-angle steel erects rib riser, 6-countersunk bolt, 7-connecting bolt, 9-bamboo plywood connection gasket, 13-external corner, 1301-external corner riser, 1302-external corner reinforcing rib, 16-body of wall.
[specific embodiment]
In the utility model embodiment illustrated in figures 1 and 2, comprise external corner 13 and exterior sheathing.
As shown in Figure 2, external corner 13 is an angle steel shape, and two orthogonal risers 1301 are arranged, and has a plurality of diameters along its length and be 16 millimeters through hole on two risers 1301, and pitch-row is 300 millimeters.Length direction arrangement along external corner between two risers is welded with a plurality of reinforcing ribs 1302, and reinforcing rib is a triangle, and spacing is 600 millimeters.For eliminating the stress influence that produces because of expanding with heat and contract with cold, with the drift angle excision of reinforcing rib.External corner 13 is to be that 3 millimeters the rectangular steel plate of monoblock bends and forms with thickness.
As shown in Figure 1, exterior sheathing comprises bamboo plywood 1 and the vertical rib 2 of angle steel.The vertical rib 2 of angle steel is fixed on by countersunk bolt 6 above the edge of bamboo plywood 1, and the head of countersunk bolt 6 is imbedded in the counterbore on the bamboo plywood 1, and the through hole that the threaded portion of countersunk bolt 6 is passed on bamboo plywood 1 and the angle steel 2 connects with nut.
During installation, as shown in Figure 1, between the riser 201 that the riser 1301 and the angle steel of external corner 13 are indulged rib 2, bamboo plywood connection gasket 9 is housed, a plurality of through holes on two risers 1301 of external corner 13 respectively with two exterior sheathing edges on the riser 201 of the vertical rib 2 of angle steel on the through hole reserved align, connect by bolt 7, constituted the external corner formwork structure of right angle intersection.
The used bamboo plywood of present embodiment is two-sided overlay film bamboo plywood.
Claims (6)
1. a shear wall formwork external corner structure comprises exterior sheathing and external corner, and described external corner is connected with the exterior sheathing of 2 right angle intersections, and described exterior sheathing comprises panel, it is characterized in that, described external corner is the external corner of angle steel shape, comprises 2 orthogonal risers; Comprise on the edge of every exterior sheathing and external corner connecting portion that 1 angle steel indulges rib, the riser of the vertical rib of described angle steel is towards 1 riser of external corner, and the riser of the vertical rib of exterior sheathing angle steel and the riser of external corner link together by a plurality of bolts.
2. shear wall formwork external corner structure according to claim 1, it is characterized in that, the vertical rib of described angle steel is fixed on above the panel at exterior sheathing edge by countersunk bolt, the head of countersunk bolt is imbedded in the counterbore on the panel, and the through hole that the threaded portion of countersunk bolt is passed on panel and the angle steel connects with nut.
3. shear wall formwork external corner structure according to claim 1 is characterized in that, comprises the bamboo plywood connection gasket, and described bamboo plywood connection gasket is installed between the riser of the riser of the vertical rib of exterior sheathing angle steel and external corner.
4. shear wall formwork external corner structure according to claim 1 is characterized in that, is provided with a plurality of stiffeners between 2 risers of external corner, and described a plurality of stiffeners are arranged along the length direction of external corner.
5. according to the described shear wall formwork external corner of arbitrary claim structure in the claim 1 to 4, it is characterized in that described panel is a bamboo plywood.
6. shear wall formwork external corner structure according to claim 5 is characterized in that, described bamboo plywood is two-sided overlay film bamboo plywood.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 201020172138 CN201635387U (en) | 2010-04-27 | 2010-04-27 | External corner structure of shear wall template |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 201020172138 CN201635387U (en) | 2010-04-27 | 2010-04-27 | External corner structure of shear wall template |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN201635387U true CN201635387U (en) | 2010-11-17 |
Family
ID=43079875
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN 201020172138 Expired - Fee Related CN201635387U (en) | 2010-04-27 | 2010-04-27 | External corner structure of shear wall template |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN201635387U (en) |
Cited By (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103216090A (en) * | 2013-04-17 | 2013-07-24 | 河南省第二建设集团有限公司 | Connecting structure for fair-faced concrete template |
| CN104234421A (en) * | 2014-09-11 | 2014-12-24 | 张红亮 | Adapter coupling piece dedicated for internal and external corner molds and internal and external corner mold structures |
| CN105908969A (en) * | 2016-04-29 | 2016-08-31 | 王永志 | Construction model for garden construction |
| CN106223600A (en) * | 2016-08-30 | 2016-12-14 | 崔明子 | Snap-in type building molectron and snap-in type building template |
| CN108661242A (en) * | 2018-07-23 | 2018-10-16 | 广东快建模架科技有限公司 | A kind of concrete post moulding by casting system and its application method |
| CN110332188A (en) * | 2019-04-28 | 2019-10-15 | 武汉理工大学 | A kind of mechanical connecting structure and connection method of composite panel and steel structure |
| CN110409858A (en) * | 2019-06-28 | 2019-11-05 | 山东省建筑科学研究院有限公司 | One kind being used for masonry bearing capacity structural member and construction method |
| CN111206770A (en) * | 2020-01-17 | 2020-05-29 | 中国十七冶集团有限公司 | Method for reinforcing external corner part of concrete column |
-
2010
- 2010-04-27 CN CN 201020172138 patent/CN201635387U/en not_active Expired - Fee Related
Cited By (11)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103216090A (en) * | 2013-04-17 | 2013-07-24 | 河南省第二建设集团有限公司 | Connecting structure for fair-faced concrete template |
| CN104234421A (en) * | 2014-09-11 | 2014-12-24 | 张红亮 | Adapter coupling piece dedicated for internal and external corner molds and internal and external corner mold structures |
| CN105908969A (en) * | 2016-04-29 | 2016-08-31 | 王永志 | Construction model for garden construction |
| CN106223600A (en) * | 2016-08-30 | 2016-12-14 | 崔明子 | Snap-in type building molectron and snap-in type building template |
| CN106223600B (en) * | 2016-08-30 | 2018-10-19 | 崔明子 | Snap-in type builds sub-assembly and snap-in type building template |
| CN108661242A (en) * | 2018-07-23 | 2018-10-16 | 广东快建模架科技有限公司 | A kind of concrete post moulding by casting system and its application method |
| CN108661242B (en) * | 2018-07-23 | 2023-09-08 | 内蒙古城建工程股份有限公司 | Concrete column casting molding system and application method thereof |
| CN110332188A (en) * | 2019-04-28 | 2019-10-15 | 武汉理工大学 | A kind of mechanical connecting structure and connection method of composite panel and steel structure |
| CN110332188B (en) * | 2019-04-28 | 2021-05-04 | 武汉理工大学 | Mechanical connection structure and connection method of composite material plate and steel structure |
| CN110409858A (en) * | 2019-06-28 | 2019-11-05 | 山东省建筑科学研究院有限公司 | One kind being used for masonry bearing capacity structural member and construction method |
| CN111206770A (en) * | 2020-01-17 | 2020-05-29 | 中国十七冶集团有限公司 | Method for reinforcing external corner part of concrete column |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| C17 | Cessation of patent right | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20101117 Termination date: 20130427 |