CN104912333A - Wall construction system and construction method - Google Patents
Wall construction system and construction method Download PDFInfo
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- CN104912333A CN104912333A CN201510347367.5A CN201510347367A CN104912333A CN 104912333 A CN104912333 A CN 104912333A CN 201510347367 A CN201510347367 A CN 201510347367A CN 104912333 A CN104912333 A CN 104912333A
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Abstract
The invention discloses a wall construction system and a wall construction method. The wall construction method comprises the following steps: arranging a movable stand column at one side of a supporting column, mounting a lifting jack at one end of the movable stand column, and jacking the movable stand column by the lifting jack to fix the movable stand column between a beam and a datum plane; setting up two templates which are oppositely arranged between the supporting column and the movable stand column, wherein one end, close to the movable stand column, of each template is adhered to two side surfaces of the movable stand column; concrete is cast in a space enclosed by the two templates, the movable stand column and the supporting column, and a cast wall is formed after the concrete is condensed; and the two templates and the movable stand column are dismounted. When the wall construction method is used for casting the wall, the stand column is arranged at one side of the supporting column and jacked and fixed by the lifting jack, and the two templates are clung to the two side surfaces of the stand column respectively, and are tightened up by a plurality of draw bars to clamp the two sides of the stand column, so that the construction process is convenient and simple, the site is saved, the working efficiency is effectively improved, and construction tools can be repeatedly used.
Description
Technical field
The present invention relates to wall construction system and construction method.
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.
Summary of the invention
For the deficiencies in the prior art, object one of the present invention is intended to provide a kind of wall construction method, and its work progress is comparatively simple, effectively can improve speed of application, and the place taken in work progress is less.
Object two of the present invention is intended to provide a kind of wall construction system
For achieving the above object one, the present invention adopts following technical scheme:
Wall construction method, in support column side between datum plane and crossbeam concreting body of wall, comprise the following steps:
Steps A, arrange an active column in support column side, jack is installed in one end of this active column, utilizes jack to be fixed between crossbeam and datum along axial this active column of pushing tow of active column to make active column;
Step B, between support column and active column, set up the template of relatively establishing on two sides, two templates are attached on the both sides of active column;
Step C, strain two templates by multiple pull bar, make two templates be clamped in the both sides of active column;
Step D, in the space that two templates, active column and support column surround concreting, after concrete setting, form body of wall;
Step e, remove two templates and active column.
Before step B, support column is also installed with a groove type embedded part on the side of column, the width of this groove type embedded part is identical with the width of active column, in stepb, reclined respectively one end of two templates the two sides of groove type embedded part, the other end is posted by the two sides of active column respectively.
When setting firmly groove type embedded part, groove type embedded part is also installed with many reinforcing bars, one end of reinforcing bar is all convexly equipped in this groove type embedded part on the side of column.
Template comprises the stacked multiple modular unit of short transverse along support column, and adjacent two modular units are dismountable to link together.
In stepb, between the bottom and datum of template, spread one deck mortar, for the gap between the bottom of stopend and datum.
Beneficial effect of the present invention is:
Compared to prior art, the present invention 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.
For achieving the above object two, the present invention 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 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 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.
Accompanying drawing explanation
Fig. 1 is front elevational schematic of the present invention;
Fig. 2 is perspective view of the present invention (eliminating crossbeam);
Fig. 3 is the using state schematic diagram of pull bar in the present invention;
Fig. 4 is the operating diagram of the present invention 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 present invention is described further:
As shown in Figures 1 to 4, wall construction method of the present invention, for at support column 10 side concreting body of wall between datum plane 30 and crossbeam 20, this wall construction method comprises the following steps: steps A, arrange an active column 40 in support column 10 side, jack 90 is installed in one end of active column 40, utilizes jack 90 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; Step B, between support column 10 and active column 40, set up template 50, two template 50 of relatively establishing on two sides is located in active column 40 respectively two sides near one end of active column 40; Step C, strain two templates 50 by multiple pull bar 60, make two templates 50 be clamped in the both sides of active column 40; Step D, in the space that two templates 50, active column 40 and support column 10 surround concreting, formed after concrete setting body of wall formed body of wall 1; Step e, remove two templates 50 and active column 40.
The present invention 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, in step, jack 90 can be fixedly arranged on the upper end of active column 40, and establishes crossbeam 20 by the movable masthead of jack 90; Or jack 90 can be fixedly arranged on the lower end of active column 40, and establish datum 30 by the movable masthead of jack 90.
Further, before step B, support column 10 is also installed with a groove type embedded part 70 on the side of active column 40, the width of this groove type embedded part 70 is identical with the width of active column 40, in stepb, recline one end of two templates 50 two sides of groove type embedded part 70 respectively, the other end is posted by the two sides of active column 40 respectively, like this when building template 50, groove type embedded part 70 can provide support action for two templates 50 near one end of support column 10, when building body of wall 1, body of wall 1 is connected with groove type embedded part 70, and interfix after solidification, the bonding strength of body of wall 1 and support column 10 can be increased.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, when setting firmly groove type embedded part 70, groove type embedded part 70 is also installed with many reinforcing bars 80, one end of reinforcing bar 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.As the embodiment of false wall, many reinforcing bars 80 are embedded in the inside of false wall, and reinforcing bar 80 is convexly equipped in false wall on the side of active column 40.
Further, template 50 comprises the stacked multiple modular unit 51 of short transverse along support column 10, and adjacent modular unit 51 removably links 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.
In stepb, 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.
Be below wall construction system of the present invention:
Wall construction system, 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.
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, 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.
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.
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, 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 claims in the present invention.
Claims (10)
1. wall construction method, in support column side between datum plane and crossbeam concreting body of wall, it is characterized in that, comprise the following steps:
Steps A, arrange an active column in support column side, jack is installed in one end of this active column, utilizes jack to be fixed between crossbeam and datum along axial this active column of pushing tow of active column to make active column;
Step B, between support column and active column, set up the template of relatively establishing on two sides, two templates are attached on the both sides of active column;
Step C, strain two templates by multiple pull bar, make two templates be clamped in the both sides of active column;
Step D, in the space that two templates, active column and support column surround concreting, after concrete setting, form body of wall;
Step e, remove two templates and active column.
2. wall construction method as claimed in claim 1, it is characterized in that, before step B, support column is also installed with a groove type embedded part on the side of column, the width of this groove type embedded part is identical with the width of active column, in stepb, reclined respectively one end of two templates the two sides of groove type embedded part, the other end is posted by the two sides of active column respectively.
3. wall construction method as claimed in claim 2, it is characterized in that, when setting firmly groove type embedded part, groove type embedded part is also installed with many reinforcing bars, one end of reinforcing bar is all convexly equipped in this groove type embedded part on the side of column.
4. wall construction method 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 method as claimed in claim 1, is characterized in that, in stepb, between the bottom and datum of template, spread one deck mortar, for the gap between the bottom of stopend and datum.
6. 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.
7. wall construction system as claimed in claim 6, 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 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.
8. wall construction system as claimed in claim 7, 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 column.
9. wall construction system as claimed in claim 6, 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.
10. wall construction system as claimed in claim 6, 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.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201510347367.5A CN104912333B (en) | 2015-06-19 | 2015-06-19 | wall construction system and construction method |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201510347367.5A CN104912333B (en) | 2015-06-19 | 2015-06-19 | wall construction system and construction method |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN104912333A true CN104912333A (en) | 2015-09-16 |
| CN104912333B CN104912333B (en) | 2017-06-06 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
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| CN201510347367.5A Expired - Fee Related CN104912333B (en) | 2015-06-19 | 2015-06-19 | wall construction system and construction method |
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| Country | Link |
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| CN (1) | CN104912333B (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107489213A (en) * | 2016-06-13 | 2017-12-19 | 宜兴市周铁镇生力钻探机械厂 | A kind of construction technology of building combined wall |
| CN108005255A (en) * | 2016-11-02 | 2018-05-08 | 中国石油天然气股份有限公司 | Wall construction method |
| CN114953161A (en) * | 2022-06-07 | 2022-08-30 | 杨录 | Reinforced concrete wall pouring system and method |
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| CN203034793U (en) * | 2013-01-05 | 2013-07-03 | 青岛两仪环保工程有限公司 | Novel outer wall joint straightening device |
| CN204728709U (en) * | 2015-06-19 | 2015-10-28 | 广东标力墙体建筑工程有限公司 | wall construction system |
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2015
- 2015-06-19 CN CN201510347367.5A patent/CN104912333B/en not_active Expired - Fee Related
Patent Citations (8)
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| US3844522A (en) * | 1970-01-14 | 1974-10-29 | G Cochran | Cutout forms for concrete fence construction |
| CN2217050Y (en) * | 1994-01-29 | 1996-01-10 | 长红砖有限公司 | Partition wall |
| CN2739288Y (en) * | 2004-07-21 | 2005-11-09 | 高四柱 | Mould for producing flyash cast-in-place integral hollow wallboard |
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Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
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| CN107489213A (en) * | 2016-06-13 | 2017-12-19 | 宜兴市周铁镇生力钻探机械厂 | A kind of construction technology of building combined wall |
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| CN114953161A (en) * | 2022-06-07 | 2022-08-30 | 杨录 | Reinforced concrete wall pouring system and method |
Also Published As
| Publication number | Publication date |
|---|---|
| CN104912333B (en) | 2017-06-06 |
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