CN201144518Y - Door-shaped assembly type wall big formwork - Google Patents
Door-shaped assembly type wall big formwork Download PDFInfo
- Publication number
- CN201144518Y CN201144518Y CNU2007200330609U CN200720033060U CN201144518Y CN 201144518 Y CN201144518 Y CN 201144518Y CN U2007200330609 U CNU2007200330609 U CN U2007200330609U CN 200720033060 U CN200720033060 U CN 200720033060U CN 201144518 Y CN201144518 Y CN 201144518Y
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- template
- wall
- slab
- rib
- font
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Abstract
The utility model belongs to the building engineering equipment technology field and is specifically applied to formwork engineering. The utility model in particular relates to a door shaped assembling type wall body large template and is characterized in that the template includes two wall body templates (1) on the left and the right and a top beam lateral template (2) which is arranged between the two wall body templates (1) on the left and the right. The upper end of top beam lateral template (2) aligns with the upper ends of the two wall body templates (1) on the left and the right. A large back rib (3) connects the two wall body templates (1) with top beam lateral template (2) into door shape. The template is applied to the constructions of the wall body concrete with door holes. The quality of the engineering can be guaranteed, and good engineering economical benefits are ensured.
Description
Technical field
The utility model belongs to the building engineering equipment technical field, and concrete apply to Template engineering is meant a kind of font sectioned wall large form especially.
Background technology
In the highrise building form work engineering construction of shear wall structure, when in the middle of one body of wall door opening being arranged, original large form design is a kind of to be to adopt the totally-enclosed configuration of a bulk of template, not box out in the middle of the template, the door opening transverse slat is set in the template, and this method location is inaccurate, and construction quality is difficult to guarantee; Another kind is that the three blocks of plates in left, center, right disconnect entirely, join two wall forms respectively, join a upper beam wall form in addition separately, the height of upper beam wall form is made by the coupling beam height of specific engineering fully, be difficult to be common to other engineering, make template cause very big overstocked waste, and construction hoisting often, speed is slow, and economic benefit of engineering is poor.
Summary of the invention
In order to overcome the deficiency that construction quality that the design of existing wall form exists is difficult to guarantee or economic benefit of engineering is relatively poor, a kind of font sectioned wall large form of the utility model design, this template applications is in the walls concrete construction that has door opening, not only can guarantee workmanship, and have good economic benefit of engineering.
The technical solution adopted in the utility model is, design a kind of font sectioned wall large form, it is characterized in that: two wall forms 1 on the first from left right side, last side template 2, two wall forms 1 on one the first from left right side will be gone up side template 2 and be clipped in the middle, align with two wall form 1 upper ends on the first from left right side in last side template 2 upper ends, big back cord 3 is connected to a font with two wall forms 1, last side template 2.
Two wall forms 1 on described the first from left right side comprise panel 8, rib of slab 9, and rib of slab 9 is fixed on the panel 8, and rib of slab 9 has connecting hole.
The described side template 2 of going up comprises panel 8, rib of slab 9, and rib of slab 9 is fixed on the panel 8, and rib of slab 9 has connecting hole.
Described big back cord 3 is the connectors that connected as one by contiguous block 7 by two channel-section steels, has between two channel-section steels at interval.
Described big back cord 3, is gone up big back cord 3 and is connected with last side template 2 simultaneously on two wall forms 1 on the first from left right side by the upper, middle and lower fixed-site.
There are suspension ring 6 described two wall form 1 upper ends.
Two wall forms 1 on described the first from left right side are connected with last side template 2 usefulness bolts 4.
The beneficial effects of the utility model are, 1. template plate quantity is few, and the construction hoisting number of times is few, and speed of application is fast, has reduced construction cost.2. the several piece template is one straight line after joining mould, and the concrete degree of plainness for wall surface after building is good, has guaranteed workmanship.3. template adopts the unit plate versatility good, the utilization rate height.4. reduce the raw material consumption, saved energy resource.
Description of drawings
Below in conjunction with the embodiment accompanying drawing the utility model is described further.
Fig. 1 is the structural representation of an embodiment of the utility model;
Fig. 2 is the lateral view of Fig. 1.
Among the figure: 1, wall form; 2, go up side template; 3, big back cord; 4, bolt; 5, connector; 6, suspension ring; 7, contiguous block; 8, panel; 9, rib of slab.
The specific embodiment
As shown in Figure 1, two wall forms 1 and a last side template 2 of comprising the first from left right side, two wall forms 1 on one the first from left right side will be gone up side template 2 and be clipped in the middle, align with two wall form 1 upper ends on the first from left right side in last side template 2 upper ends, two wall forms 1 on the first from left right side are connected with last side template 2 usefulness bolts 4.Three big back cords 3 are across on two wall forms 1, and with two wall forms 1 on the first from left right side be clipped in the middle, two wall forms 1 on the first from left right side and one go up side template 2 and forms door fonts by bolt 4, band edge truss connector 5.Two wall forms 1 on one the first from left right side comprise panel 8, rib of slab 9, and rib of slab 9 is fixed on the panel 8, and rib of slab 9 has connecting hole.Last side template 2 comprises panel 8, rib of slab 9, and rib of slab 9 is fixed on the panel 8, and rib of slab 9 has connecting hole.
Two wall forms 1 and a big back cord 3 of going up side template 2 of connecting the first from left right side are the connectors that connected as one by contiguous block 7 by two blocks of channel-section steels, have between two blocks of channel-section steels at interval, in the interval that band edge truss connector 5 inserts between two blocks of channel-section steels, band edge truss connector 5 is pressed on two blocks of channel-section steels, and bolt 4 is fixed on big back cord 3 on two wall forms 1 on the first from left right side by the hole in the middle of the band edge truss connector 5.Big back cord 3 can also can be fixed on up and down on two wall forms 1 on the first from left right side by the upper, middle and lower fixed-site on two wall forms 1 on the first from left right side, and the big back cord 3 of upper end must be connected with last side template 2.
As shown in Figure 2, the panel 8 of two wall forms 1 on the first from left right side and last side template 2 one sides is the plane, and another side rib of slab 9 is a frame body.The right two interior suspension ring 6 of one the first from left are arranged respectively on two wall form 1 upper frame bodies.
During design, the width of two wall forms 1 is determined deduct the length of side of supporting role's template according to the body of wall length of door opening one side after.Height deducts slab thickness by story height and determines.Last side template 2 width determine according to the door opening width, highly be body of wall coupling beam height basic module.The utility model door font sectioned wall large form is applied to have in the walls concrete construction of door opening, not only can guarantee workmanship, and have good economic benefit of engineering.
Claims (7)
1, a kind of font sectioned wall large form, it is characterized in that: it comprises two wall forms (1) on the first from left right side, last side template (2), two wall forms (1) on one the first from left right side will be gone up side template (2) and be clipped in the middle, align with two wall forms (1) upper end on the first from left right side in last side template (2) upper end, big back cord (3) is gone up side template (2) with two wall forms (1) and is connected to a font.
2, a kind of font sectioned wall large form according to claim 1, it is characterized in that: two wall forms (1) on described the first from left right side comprise panel (8), rib of slab (9), and rib of slab (9) is fixed on the panel (8), and rib of slab (9) has connecting hole.
3, a kind of font sectioned wall large form according to claim 1 is characterized in that: the described side template (2) of going up comprises panel (8), rib of slab (9), and rib of slab (9) is fixed on the panel (8), and rib of slab (9) has connecting hole.
4, a kind of font sectioned wall large form according to claim 1, it is characterized in that: described big back cord (3) is the connector that is connected as one by contiguous block (7) by two channel-section steels, has between two channel-section steels at interval.
5, a kind of font sectioned wall large form according to claim 1, it is characterized in that: described big back cord (3), is gone up big back cord (3) and is connected with last side template (2) simultaneously on two wall forms (1) on the first from left right side by the upper, middle and lower fixed-site.
6, a kind of font sectioned wall large form according to claim 1 is characterized in that: there are suspension ring (6) described two wall forms (1) upper end.
7, a kind of font sectioned wall large form according to claim 1, it is characterized in that: two wall forms (1) on described the first from left right side are connected with bolt (4) with last side template (2).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CNU2007200330609U CN201144518Y (en) | 2007-12-29 | 2007-12-29 | Door-shaped assembly type wall big formwork |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CNU2007200330609U CN201144518Y (en) | 2007-12-29 | 2007-12-29 | Door-shaped assembly type wall big formwork |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN201144518Y true CN201144518Y (en) | 2008-11-05 |
Family
ID=40081392
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CNU2007200330609U Expired - Fee Related CN201144518Y (en) | 2007-12-29 | 2007-12-29 | Door-shaped assembly type wall big formwork |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN201144518Y (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103132688A (en) * | 2011-11-24 | 2013-06-05 | 上海建工五建集团有限公司 | Composite sizing steel frame large panel framework |
| CN114922385A (en) * | 2022-07-18 | 2022-08-19 | 山东天齐置业集团股份有限公司 | Column type elevator guide rail fixing structure and construction method |
-
2007
- 2007-12-29 CN CNU2007200330609U patent/CN201144518Y/en not_active Expired - Fee Related
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103132688A (en) * | 2011-11-24 | 2013-06-05 | 上海建工五建集团有限公司 | Composite sizing steel frame large panel framework |
| CN103132688B (en) * | 2011-11-24 | 2015-08-12 | 上海建工五建集团有限公司 | A kind of composite setting steel framework large form |
| CN114922385A (en) * | 2022-07-18 | 2022-08-19 | 山东天齐置业集团股份有限公司 | Column type elevator guide rail fixing structure and construction method |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| C56 | Change in the name or address of the patentee |
Owner name: SHANXI SPACE LEASING CO., LTD. Free format text: NEW ADDRESS: NO.308 HANGJIAN RESIDENTIAL QUATER, ERFUZHUANG ROAD, XIAN CITY, SHANXI PROVINCE, ZIP CODE:710016 |
|
| CP02 | Change in the address of a patent holder |
Address after: No. 308, building two, Xi'an Zhuang Road, Shaanxi, China: 710016 Patentee after: Shaanxi Aerospace Leasehold Co., Ltd. Address before: Xi'an, Shaanxi Province, Beijiao, West Road, Yu Feng Cun West, zip code: 710021 Patentee before: Shaanxi Aerospace Leasehold Co., Ltd. |
|
| C17 | Cessation of patent right | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20081105 Termination date: 20111229 |