CN203080907U - Improved pouring steel template for buildings - Google Patents
Improved pouring steel template for buildings Download PDFInfo
- Publication number
- CN203080907U CN203080907U CN 201220704639 CN201220704639U CN203080907U CN 203080907 U CN203080907 U CN 203080907U CN 201220704639 CN201220704639 CN 201220704639 CN 201220704639 U CN201220704639 U CN 201220704639U CN 203080907 U CN203080907 U CN 203080907U
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- steel form
- wall
- template
- steel template
- waistband
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Abstract
The utility model relates to a pouring steel template for buildings, in particular to an improved pouring steel template for the buildings, wherein the improved pouring steel template for the buildings is used for the inner wall and the outer wall of a shear wall. The improved pouring steel template for the buildings comprises a formed concrete outer wall and an outer wall steel template to be poured, wherein the outer wall steel template to be poured is arranged on the formed concrete outer wall. The improved pouring steel template for the buildings is characterized in that a belt steel template is connected below the outer wall steel template to be poured, and outer hanging frames are arranged below the belt steel template in a connection mode. The improved pouring steel template for the buildings has the advantages that the problem that the standard of an inner template and the standard of an outer template are different due to differences between the size of an outer wall template and the size of an inner wall template is solved, construction procedures are reduced, construction difficulty is lowered, using turnover times of the steel template are increased, integral construction quality is conveniently controlled, and construction gaps of outer coverings of outer walls between adjacent floors are processed to be straight.
Description
(1) technical field
The utility model relates to a kind of steel form of building for building, the used modified form steel form of building for building of exterior wall in particularly a kind of shear wall.
(2) background technology
Construction work is adopted in the steel form work progress, traditional construction way is that the concreting of typical floor shear wall is to design elevation, prop up retaining 150mm in no cast-in-situ floor position (being exterior wall) upper end with the sawtooth pattern bamboo glue pattern plate temporarily, make it the exterior wall end template of alternate template, the construction technology complexity of this way, operation easier are bigger; The processing of constuction joint is more coarse; The preparation of steel form will be distinguished inner panel and outside plate, and the height of general exterior sheathing will be higher than inner formword 150mm, is unfavorable for the number of turnover of same size template, has increased the manufacturing specification of template virtually, has increased the cost of manufacture of template, is unfavorable for construction control.
(3) summary of the invention
The utility model is in order to remedy the deficiencies in the prior art, provides that a kind of structural manufacturing process is simple, easy to operate, cost of manufacture is low, has been convenient to the modified form steel form of building for building of construction control.
The utility model is achieved by the following technical solution:
A kind of modified form steel form of building for building, comprise molded concrete exterior wall and be arranged at desiring on the molded concrete exterior wall and build the exterior wall steel form, it is characterized in that: describedly desire to build exterior wall steel form below and be connected with the waistband steel form, waistband steel form below is connected with pylon.
Describedly desire to build exterior wall steel form and waistband steel form and waistband steel form and pylon and be fixedly connected with connecting bolt respectively.
The height of described waistband steel form is 200mm.
The model of the connecting bolt between described waistband steel form and the pylon is M16.
Describedly desire to build exterior wall steel form external surface and be provided with the steel form back cord, waistband steel form external surface is provided with some waistband punching block ribs of slab.
The beneficial effects of the utility model are: solved the different problem of inside and outside template specification that causes because of the outer wall template and the size difference of interior wall form, waistband steel form and pylon integral hoisting, reduced working procedure, reduced difficulty of construction, increased steel form the use number of turnover, be convenient to whole quality control on construction, and make exterior wall crust floor gap treatment of construction joints get very straight.
(4) description of drawings
Below in conjunction with accompanying drawing the utility model is further described.
Accompanying drawing 1 is a main TV structure schematic diagram of the present utility model;
Accompanying drawing 2 is a left TV structure schematic diagram of the present utility model;
Among the figure, 1 molded concrete exterior wall, 2 desire to build the exterior wall steel form, 3 waistband steel forms, 4 pylons, 5 connecting bolts, 6 steel form back cords, 7 waistband punching block ribs of slab.
(5) specific embodiment
Accompanying drawing is a kind of specific embodiment of the present utility model.This embodiment comprises molded concrete exterior wall 1 and is arranged at desiring on the molded concrete exterior wall 1 and builds exterior wall steel form 2, desires to build exterior wall steel form 2 belows and is connected with waistband steel form 3, and waistband steel form 3 belows are connected with pylon 4.Desiring to build exterior wall steel form 2 is fixedly connected with connecting bolt 5 respectively with pylon 4 with waistband steel form 3 and waistband steel form 3.The height of waistband steel form 3 is 200mm.The model of the connecting bolt 5 between waistband steel form 3 and the pylon 4 is M16.Desire to build exterior wall steel form 2 external surfaces and be provided with steel form back cord 6, waistband steel form 3 external surfaces are provided with some waistband punching block ribs of slab 7.
Adopt a kind of modified form of the present utility model steel form of building for building, size according to the molded concrete exterior wall 1 of working drawing, make the high waistband steel form 3 of 200mm, the punching spacing is 50mm, 150mm, 150mm ... 150mm, 50mm are consistent with the through-wall bolt hole like this; After the first floor form removable, waistband steel form 3 is fixed on the pylon 4 by the connecting bolt 5 of numbering with M16, integral hoisting is suspended to molded concrete exterior wall 1 and goes up most on row's through-wall bolt hole, fix with the M22 HOOK BOLTS, in case the leak-stopping slurry, the exterior sheathing when this waistband steel form 3 is used to build panel uses; The surface layer template is built and is finished, and after the body of wall reinforcing bar binding is finished, directly is fixed on the small steel templates desiring to build exterior wall steel form 2, and the base of being used as outer wall template uses; After this layer of template built and finished, after the shear wall steel form is removed, pylon 4 and 3 integral hoistings of waistband steel form are installed to the upper strata go up on row's bolt hole fixingly most, treat to carry out installing of steel form after reinforcing bar binding finishes with connecting bolt 5.Desire to build exterior wall steel form 2 external surfaces and be provided with steel form back cord 6, waistband steel form 3 external surfaces are provided with some waistband punching block ribs of slab 7, greatly increase the intensity of desiring to build exterior wall steel form 2 and waistband steel form 3 respectively, guaranteed workmanship and construction safety.
Claims (5)
1. modified form steel form of building for building, comprise molded concrete exterior wall (1) and be arranged at desiring on the molded concrete exterior wall (1) and build exterior wall steel form (2), it is characterized in that: describedly desire to build exterior wall steel form (2) below and be connected with waistband steel form (3), waistband steel form (3) below is connected with pylon (4).
2. a kind of modified form according to claim 1 steel form of building for building is characterized in that: describedly desire to build exterior wall steel form (2) and waistband steel form (3) and waistband steel form (3) uses connecting bolt (5) to be fixedly connected respectively with pylon (4).
3. a kind of modified form according to claim 1 steel form of building for building is characterized in that: the height of described waistband steel form (3) is 200mm.
4. a kind of modified form according to claim 2 steel form of building for building is characterized in that: the model of the connecting bolt (5) between described waistband steel form (3) and the pylon (4) is M16.
5. a kind of modified form according to claim 1 steel form of building for building, it is characterized in that: describedly desire to build exterior wall steel form (2) external surface and be provided with steel form back cord (6), waistband steel form (3) external surface is provided with some waistband punching block ribs of slab (7).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 201220704639 CN203080907U (en) | 2012-12-19 | 2012-12-19 | Improved pouring steel template for buildings |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 201220704639 CN203080907U (en) | 2012-12-19 | 2012-12-19 | Improved pouring steel template for buildings |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN203080907U true CN203080907U (en) | 2013-07-24 |
Family
ID=48826758
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN 201220704639 Expired - Fee Related CN203080907U (en) | 2012-12-19 | 2012-12-19 | Improved pouring steel template for buildings |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN203080907U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104695703A (en) * | 2015-02-11 | 2015-06-10 | 茂名市建筑集团有限公司 | Non-drilled shear wall construction template system and shear wall construction method |
-
2012
- 2012-12-19 CN CN 201220704639 patent/CN203080907U/en not_active Expired - Fee Related
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104695703A (en) * | 2015-02-11 | 2015-06-10 | 茂名市建筑集团有限公司 | Non-drilled shear wall construction template system and shear wall construction method |
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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: 20130724 Termination date: 20151219 |
|
| EXPY | Termination of patent right or utility model |