CN204728709U - wall construction system - Google Patents
wall construction system Download PDFInfo
- Publication number
- CN204728709U CN204728709U CN201520433085.2U CN201520433085U CN204728709U CN 204728709 U CN204728709 U CN 204728709U CN 201520433085 U CN201520433085 U CN 201520433085U CN 204728709 U CN204728709 U CN 204728709U
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- active column
- templates
- column
- active
- support column
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Abstract
Wall construction system, comprises active column, jack, relatively two templates of establishing and multiple pull bar, and this active column is located at support column side and between crossbeam and datum; Jack is installed on active column one end; Two templates are located between support column and active column, and two templates are near the two sides of one end of active column difference sandwiched active column, and two templates and support column, active column surround a concreting space.The utility model is when building body of wall, active column is arranged on the side of support column and is fixed by jack pushing tow, two templates are posted by the two sides of active column respectively and are strained by multiple pull bar, make work progress convenient simple, save place, can effectively increase work efficiency, and when building template without the need to using diagonal brace system, the place taken in work progress is like this less, and construction tool can Reusability.
Description
Technical field
The utility model relates to wall construction system.
Background technology
In building construction process, normally first to construct the support column of load-bearing, then crossbeam is set up as requested, then, in support column side between datum plane and crossbeam concreting body of wall, existing wall construction method needs when body of wall is built in the side of support column, generally that the template of relatively establishing on two sides is set in the side of support column, template needs to be fixed by diagonal brace system and datum, between the template of then relatively establishing on two sides, concreting forms one section of body of wall, like this, work progress is comparatively complicated, consuming time more, and use diagonal brace system due to needs, make the place that needs to take in work progress larger.
Utility model content
For the deficiencies in the prior art, the purpose of this utility model is intended to provide a kind of wall construction system, and its work progress is comparatively simple, effectively can improve speed of application, and the place taken in work progress is less.
For achieving the above object, the utility model adopts following technical scheme:
Wall construction system, in support column side between datum plane and crossbeam concreting body of wall, comprising:
Active column, this active column is located at support column side and between crossbeam and datum;
Be installed on the jack of active column one end, this jack is used for being fixed between crossbeam and datum along axial this active column of pushing tow of active column to make this active column;
Two templates of relatively establishing, two templates are located between support column and active column, and two templates are near the two sides of one end of active column difference sandwiched active column, and two templates and support column, active column surround a concreting space;
Multiple pull bar, for straining two templates.
This wall construction system also comprises a groove type embedded part, and this groove type embedded part is convexly equipped in support column on the side of active column, the two sides of sandwiched groove type embedded part, the two sides of other end difference sandwiched active column respectively, one end of two templates.
Groove type embedded part is installed with many reinforcing bars, one end of many reinforcing bars is all convexly equipped in this groove type embedded part on the side of active column.
Template comprises the stacked multiple modular unit of short transverse along support column, and adjacent two modular units are dismountable to link together.
Pull bar comprises the body of rod, clamping part and locking member, and the body of rod is arranged in two templates, and clamping part to be fixedly arranged on one end that the body of rod passes template and to be arranged in template, and the other end that locking member and the body of rod pass template is threaded.
The one side that two templates are established relatively has all been sticked film.
The beneficial effects of the utility model are:
Compared to prior art, the utility model is when building body of wall, active column is arranged on the side of support column and is fixed by jack pushing tow, the mounting or dismounting of such active column all comparatively for convenience of and reusable, two templates are posted by the two sides of active column respectively and are strained by multiple pull bar, the building and dismantle more for convenience of such template, make work progress simply convenient, save place, can effectively increase work efficiency, and when building template without the need to using diagonal brace system, the place taken in work progress is like this less, construction tool can Reusability.
Accompanying drawing explanation
Fig. 1 is front elevational schematic of the present utility model;
Fig. 2 is perspective view of the present utility model (eliminating crossbeam);
Fig. 3 is the using state schematic diagram of pull bar in the utility model;
Fig. 4 is the operating diagram of the utility model when laying second segment body of wall;
Wherein: 1, body of wall; 10, support column; 20, crossbeam; 30, datum; 40, active column; 50, template; 501, film; 51, modular unit; 60, pull bar; 61, the body of rod; 62, clamping part; 63, locking member; 70, groove type embedded part; 80, reinforcing bar; 90, jack.
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 Figures 1 to 4, wall construction system of the present utility model, at support column 10 side concreting body of wall between datum plane 30 and crossbeam 20, this wall construction system comprises active column 40, jack 90, relatively two templates 50 of establishing and multiple pull bar 60.This active column 40 is located at support column 10 side and between crossbeam 20 and datum 30; Jack 90 is installed on active column 40 one end, and this jack 90 is fixed between crossbeam 20 and datum 30 for this active column 40 of axial pushing tow along active column 40 to make this active column 40; Two templates 50 are located between support column 10 and active column 40, and two templates 50 are located in the two sides of active column 40 respectively near one end of active column 40, and two templates 50 surround a concreting space with support column 10, active column 40; Multiple pull bar 60 is for straining two templates 50.
The utility model is when building body of wall, active column 40 is arranged on the side of support column 10 and is fixed by jack 90 pushing tow, the mounting or dismounting of such active column 40 all comparatively for convenience of and reusable, two templates 50 are posted by the two sides of active column 40 respectively and are strained by multiple pull bar 60, the building and dismantle more for convenience of such template 50, make work progress comparatively simple, effectively can improve speed of application, and when building template 50 without the need to using diagonal brace system, the place taken in work progress is like this less.
Further, when second segment body of wall is built on the basis of the body of wall 1 if desired after building again, above-mentioned way can be repeated, particularly, comprise the following steps: at body of wall 1, active column 40 is set away from the side of support column 10, utilize the jack 90 being installed on one end of active column 40 to be fixed between crossbeam 20 and datum 30 along this active column 40 of the axial pushing tow of active column 40 to make this active column 40; Between body of wall 1 and active column 40, set up template 50, two template 50 of relatively establishing on two sides is posted by active column 40 respectively two sides near one end of active column 40, two templates 50 near body of wall 1 one end be posted by the two sides of body of wall 1 respectively; Two templates 50 are strained by multiple pull bar 60; Concreting in the space that two templates 50, active column 40 and body of wall 1 surround, forms second segment body of wall after concrete setting; Remove two templates 50 and active column 40.In like manner, when if desired building next section of body of wall again on the basis of second segment body of wall, can again repeat these steps, not repeat them here.
Further, the one side that two templates 50 are established relatively has all been sticked film 501, can reduce template 50 like this by Concrete contamination, template 50 No clean, be convenient to reuse.Further, film 501 can be paraffin paper or other smooth films.
Further, when building template 50, first between the bottom of template 50 and datum 30, spread one deck mortar, for the gap between the bottom of stopend 50 and datum 30, like this during concreting, can preventing concrete from spilling from the gap between the bottom and datum 30 of template 50 between two templates 50.。
Further, jack 90 can be fixedly arranged on the upper end of active column 40, and the movable masthead of this jack 90 establishes crossbeam 20; Or jack 90 can be fixedly arranged on the lower end of active column 40, the movable masthead of this jack 90 establishes datum 30.
Further, this wall construction system also comprises a groove type embedded part 70, this groove type embedded part 70 is convexly equipped in support column 10 on the side of active column 40, the two sides that one end is located in the two sides of groove type embedded part 70 respectively, the other end is located in active column 40 respectively of two templates 50.Groove type embedded part 70 can provide support action for two templates 50 near one end of support column 10, and when building body of wall 1, body of wall 1 is connected with groove type embedded part 70, and interfixes after solidification, can increase the bonding strength of body of wall 1 and support column 10.As other embodiment, also a false wall can be built to replace groove type embedded part 70 on the side of active column 40 at support column 10.
Further, groove type embedded part 70 is installed with many reinforcing bars 80, one end of many reinforcing bars 80 is all convexly equipped in this groove type embedded part 70 on the side of active column 40.Like this, be fixedly connected with many reinforcing bars 80 after body of wall 1 solidifies, the bonding strength of body of wall 1 and support column 10 can be increased further.
Further, template 50 comprises the stacked multiple modular unit 51 of short transverse along support column 10, and adjacent two modular units 51 are dismountable to link together.Further, adjacent modular unit 51 is worn by pin, and adjacent modular unit 51 interfixes by the locating hole being arranged in pin by pin sheet.Further, each modular unit 51 is equipped with film 501.
Further, pull bar 60 comprises the body of rod 61, clamping part 62 and locking member 63, the body of rod 61 is arranged in two templates 50, clamping part 62 to be fixedly arranged on one end that the body of rod 61 passes template 50 and to be arranged in template 50, the other end that locking member 63 passes template 50 with the body of rod 61 is threaded, and two templates 50 is locked.Further, relatively all strained by pull bar 60 between two modular units 51 established.
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 (6)
1. wall construction system, in support column side between datum plane and crossbeam concreting body of wall, it is characterized in that, comprising:
Active column, this active column is located at support column side and between crossbeam and datum;
Be installed on the jack of active column one end, this jack is used for being fixed between crossbeam and datum along axial this active column of pushing tow of active column to make this active column;
Two templates of relatively establishing, two templates are located between support column and active column, and two templates are near the two sides of one end of active column difference sandwiched active column, and two templates and support column, active column surround a concreting space;
Multiple pull bar, for straining two templates.
2. wall construction system as claimed in claim 1, it is characterized in that, this wall construction system also comprises a groove type embedded part, this groove type embedded part is convexly equipped in support column on the side of active column, the two sides of sandwiched groove type embedded part, the two sides of other end difference sandwiched active column respectively, one end of two templates.
3. wall construction system as claimed in claim 2, it is characterized in that, groove type embedded part is installed with many reinforcing bars, one end of many reinforcing bars is all convexly equipped in this groove type embedded part on the side of active column.
4. wall construction system as claimed in claim 1, it is characterized in that, template comprises the stacked multiple modular unit of short transverse along support column, and adjacent two modular units are dismountable to link together.
5. wall construction system as claimed in claim 1, it is characterized in that, pull bar comprises the body of rod, clamping part and locking member, and the body of rod is arranged in two templates, clamping part to be fixedly arranged on one end that the body of rod passes template and to be arranged in template, and the other end that locking member and the body of rod pass template is threaded.
6. wall construction system as claimed in claim 1, is characterized in that, the one side that two templates are established relatively has all been sticked film.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520433085.2U CN204728709U (en) | 2015-06-19 | 2015-06-19 | wall construction system |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520433085.2U CN204728709U (en) | 2015-06-19 | 2015-06-19 | wall construction system |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN204728709U true CN204728709U (en) | 2015-10-28 |
Family
ID=54387070
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201520433085.2U Withdrawn - After Issue CN204728709U (en) | 2015-06-19 | 2015-06-19 | wall construction system |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN204728709U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104912333A (en) * | 2015-06-19 | 2015-09-16 | 广东标力墙体建筑工程有限公司 | Wall construction system and construction method |
-
2015
- 2015-06-19 CN CN201520433085.2U patent/CN204728709U/en not_active Withdrawn - After Issue
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104912333A (en) * | 2015-06-19 | 2015-09-16 | 广东标力墙体建筑工程有限公司 | Wall construction system and construction method |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| AV01 | Patent right actively abandoned | ||
| AV01 | Patent right actively abandoned |
Granted publication date: 20151028 Effective date of abandoning: 20170606 |