CN104727544A - Aluminum-alloy external wall template and method for pouring external wall of floor joint - Google Patents
Aluminum-alloy external wall template and method for pouring external wall of floor joint Download PDFInfo
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- CN104727544A CN104727544A CN201310709282.8A CN201310709282A CN104727544A CN 104727544 A CN104727544 A CN 104727544A CN 201310709282 A CN201310709282 A CN 201310709282A CN 104727544 A CN104727544 A CN 104727544A
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Abstract
The invention discloses an aluminum-alloy external wall template and a method for pouring an external wall of floor joint. According to the method for pouring the external wall of the floor joint, a template on the outer side of an external wall is manufactured with the height smaller than the floor height in advance, a template on the inner side of the external wall is manufactured with the height smaller than the indoor height of the floor, an external lock template is connected onto the template on the outer side of the external wall so as to enable the sum of the height of the template on the outer side of the external wall and the height of the external lock template to be identical to the floor height, an internal clock template is connected onto the template on the inner side of the external wall so as to enable the sum of the height of the template on the inner side of the external wall and the height of the internal lock template to be identical to or smaller than the indoor height of the floor, the external lock template and the internal lock template are connected together through screws, and after the aluminum-alloy external wall templates are supported and laid by vertical support rods, pouring of the external wall of the floor joint can be performed when the external wall and the floor are poured. The aluminum-alloy external wall template and the method for pouring the external wall of the floor joint have the advantages of good construction quality and high efficiency.
Description
Technical field
the present invention relates to a kind of aluminium alloys outer wall template and build the method for floor junction exterior wall, belong to aluminum alloy mould plate technical field of building construction.
Background technology
Along with the development of builing industry, the requirement of Construction unit to cost control and construction engineering quality is more and more higher.To the raising of the upper concrete pouring quality of outer wall of floor (especially the exterior wall junction of adjacent two layers), it is the difficult problem in building trade always.Adopt traditional formwork structure, often occur spillage, rise the phenomenons such as mould.And Construction unit frequently by increase exterior wall depth of plastering and beat cut a hole quantity solve, result in the increase of whole project cost, result is also undesirable.
Summary of the invention
The object of the invention is: provide a kind of can while improving exterior wall concrete pouring quality and construction cost can be reduced, there will not be spillage, the aluminium alloys outer wall template of the phenomenons such as mould that rise and build the method for floor junction exterior wall, to overcome the deficiencies in the prior art.
The present invention is achieved in that the method that a kind of aluminium alloys outer wall template of the present invention builds floor junction exterior wall is, the method comprises the employing exterior wall outboard template of aluminium alloys and the exterior wall of inner side of outer wall template concreting, when adopting the exterior wall of the exterior wall outboard template of aluminium alloys and inner side of outer wall template concreting floor junction, in advance the height of exterior wall outboard template is made into lower than floor floor height, and the height of inner side of outer wall template is made into lower than floor chamber height, then on exterior wall outboard template, connect a lock pin exterior sheathing, exterior wall outboard template is made to equal floor floor height with the height sum of lock pin exterior sheathing, simultaneously within the walls side template also connects a lock pin inner formword outside, inner side of outer wall template is made to equal the chamber height of floor with the height sum of lock pin inner formword or be less than chamber height, then by screw rod, lock pin exterior sheathing and lock pin inner formword are linked together, and after aluminium alloys slab form is laid by supported rod erecting support, concreting exterior wall and floor can be adopted, and build out the exterior wall of floor junction simultaneously, after the concreting of this operation layer completes, its lock pin exterior sheathing and lock pin inner formword are not removed
?when carrying out the model sheetinstallat of last layer exterior wall, directly exterior wall outboard template is arranged on the lock pin exterior sheathing of this operation layer, and after installing inner side of outer wall template simultaneously, another secondary lock pin exterior sheathing and lock pin inner formword can be adopted in a manner described to install respectively after in exterior wall outboard template and inner side of outer wall template, and after the aluminium alloys slab form of last layer being laid simultaneously, can start to carry out building of last layer exterior wall, so circulate, the exterior wall that can complete whole floor is built.
According to said method build and of the present invention a kind of aluminium alloys outer wall template for said method be, this aluminium alloys outer wall template comprises the exterior wall outboard template and inner side of outer wall template that adopt aluminium alloys to make, the height of exterior wall outboard template is lower than the floor floor height that will build, the height of inner side of outer wall template is lower than the floor chamber height that will build, exterior wall outboard template is connected with lock pin exterior sheathing, and exterior wall outboard template equals floor floor height with the height sum of lock pin exterior sheathing, within the walls side template is connected with lock pin inner formword outside, and inner side of outer wall template equals the chamber height of floor with the height sum of lock pin inner formword or is less than chamber height 10 ~ 30 millimeters, locking between pin exterior sheathing and lock pin inner formword and be all connected with screw rod between exterior wall outboard template and inner side of outer wall template.
The height of above-mentioned exterior wall outboard template is lower than the floor floor height that will build 600 millimeters, and the height of lock pin exterior sheathing is 600 millimeters; The height of lock pin inner formword is 600 millimeters of thickness deducting floor.
When above-mentioned inner side of outer wall template is less than chamber height 10 ~ 30 millimeters with the height sum of lock pin inner formword, the base of side template is provided with cross sectional shape within the walls is outside leg-of-mutton pin aluminium.
Above-mentioned inner side of outer wall template is provided with the steel wire oblique rope be connected with its lower floors, and pushes up steel pipe between the bottom of side template and the floor below it within the walls outside.
Between above-mentioned lock pin exterior sheathing and lock pin inner formword, be at least connected with 4 screw rods, and screw rod is by upper and lower two-layer symmetrical.
Owing to have employed technique scheme, the present invention adopt be made up of lock pin exterior sheathing and lock pin inner formword lock pin template, and the outer wall template that is made up of exterior wall outboard template and inner side of outer wall template carry out the combining structure that combines, effectively can not only improve intensity and the installation effectiveness of outer wall template, but also effectively prevent spillage, the generation of the phenomenons such as mould that rise, also significantly improve globality and the rigidity of outer wall of floor (especially the exterior wall junction of adjacent two layers) concreting simultaneously.In addition, lock pin template of the present invention and outer wall template all adopt aluminum alloy plate materials to make, and improve planeness and the verticality of exterior wall concrete, and then decrease external wall plastering thickness.Outer wall template of the present invention can repeatedly be recycled, and significantly reduces construction cost.Therefore, compared with prior art, the present invention not only has the advantage that effectively can improve exterior wall concrete pouring quality in the present invention, but also have can reduce construction cost, improve efficiency of construction, there will not be spillage, the advantage of the phenomenons such as mould that rise.
Accompanying drawing explanation
Fig. 1 is structural representation of the present invention;
Being labeled as of accompanying drawing: 1-floor, 2-exterior wall, 3-supported rod erecting, 4-locks pin exterior sheathing, 4.1-locks pin inner formword, 5-exterior wall outboard template, 5.1-inner side of outer wall template, 6-screw rod, 7-steel wire oblique rope, 8-steel pipe, 9-aluminium alloys slab form, the leg-of-mutton pin aluminium of 10-.
Detailed description of the invention
Embodiments of the invention: the method that a kind of aluminium alloys outer wall template of the present invention builds floor junction exterior wall is, comprise and adopt the exterior wall outboard template 5 of aluminium alloys and the exterior wall 2 of inner side of outer wall template 5.1 concreting, when adopting the exterior wall 2 of the exterior wall outboard template 5 of aluminium alloys and inner side of outer wall template 5.1 concreting floor junction, in advance the height of exterior wall outboard template 5 is made into lower than floor floor height, and the height of inner side of outer wall template 5.1 is made into lower than floor chamber height, then on exterior wall outboard template 5, connect a lock pin exterior sheathing 4, exterior wall outboard template 5 is made to equal floor floor height with the height sum of lock pin exterior sheathing 4, simultaneously within the walls side template 5.1 connects a lock pin inner formword 4.1 outside, inner side of outer wall template 5.1 is made to equal the chamber height of floor with the height sum of lock pin inner formword 4.1 or be less than chamber height, then by screw rod 6, lock pin exterior sheathing 4 and lock pin inner formword 4.1 are linked together, and after aluminium alloys slab form 9 is laid by supported rod erecting 3 support, concreting exterior wall 2 and floor 1 can be adopted, and build out the exterior wall 2 of floor junction simultaneously, after the concreting of this operation layer completes, its lock pin exterior sheathing 4 and lock pin inner formword 4.1 are not removed, when carrying out the model sheetinstallat of last layer exterior wall 2, directly exterior wall outboard template 5 is arranged on the lock pin exterior sheathing 4 of this operation layer, and after installing inner side of outer wall template 5.1 simultaneously, another secondary lock pin exterior sheathing 4 and lock pin inner formword 4.1 can be adopted in a manner described to install respectively after in exterior wall outboard template 5 and inner side of outer wall template 5.1, and after the aluminium alloys slab form 9 of last layer being laid simultaneously, can start to carry out building of last layer exterior wall 2, circulation like this, the exterior wall that can complete whole floor is built.
Build according to said method, and for of the present invention a kind of aluminium alloys outer wall template of said method structural representation as shown in Figure 1, this aluminium alloys outer wall template comprises the exterior wall outboard template 5 and inner side of outer wall template 5.1 that adopt aluminium alloys to make, during making, the height of exterior wall outboard template 5 is made into the floor floor height lower than building, the height of inner side of outer wall template 5.1 is made into the floor chamber height lower than building, then on exterior wall outboard template 5, connect by bolt or pin pin exterior sheathing 4 of locking, and make exterior wall outboard template 5 equal floor floor height with the height sum of lock pin exterior sheathing 4, preferably the height of exterior wall outboard template 5 is made into lower than the floor floor height that will build 600 millimeters, the height of lock pin exterior sheathing 4 is made as 600 millimeters, within the walls side template 5.1 connects pin inner formword 4.1 of locking outside, and the height sum of inner side of outer wall template 5.1 with lock pin inner formword 4.1 is equaled the chamber height of floor or be less than chamber height 10 ~ 30 millimeters, during making, preferably the height of lock pin inner formword 4.1 is made as the thickness that 600 millimeters deduct floor 1, locking between pin exterior sheathing 4 and lock pin inner formword 4.1 and between exterior wall outboard template 5 with inner side of outer wall template 5.1, be all connected screw rod 6, it is locked pin exterior sheathing 4 and locks that pin inner formword 4.1 preferably adopts intensity higher, conventional aluminum alloy materials making, when in order to easier for installation, inner side of outer wall template 5.1 can be made into the height sum of lock pin inner formword 4.1 and be less than chamber height 10 ~ 30 millimeters, the base of side template 5.1 within the walls outside is simultaneously installed a cross sectional shape be leg-of-mutton pin aluminium 10(as shown in Figure 1), when installing aluminium alloys outer wall template, in order to make total more firm, within the walls side template 5.1 can arrange a steel wire oblique rope 7 be connected with its lower floors 1 outside, and steel pipe 8 be withstood between the floor 1 below the bottom of inner side of outer wall template 5.1 and inner side of outer wall template 5.1, in order to make syndeton more firm, between lock pin exterior sheathing 4 and lock pin inner formword 4.1, at least should connect 4 screw rod 6(can connect 4 ~ 30 screw rods 6 under normal circumstances), and by screw rod 6 by upper and lower two-layer symmetrical.
Claims (6)
1. an aluminium alloys outer wall template builds the method for floor junction exterior wall, comprise and adopt the exterior wall outboard template (5) of aluminium alloys and the exterior wall (2) of inner side of outer wall template (5.1) concreting, it is characterized in that: when adopting exterior wall (2) of the exterior wall outboard template (5) of aluminium alloys and inner side of outer wall template (5.1) concreting floor junction, in advance the height of exterior wall outboard template (5) is made into lower than floor floor height, and the height of inner side of outer wall template (5.1) is made into lower than floor chamber height, then the upper connection one lock pin exterior sheathing (4) of exterior wall outboard template (5), exterior wall outboard template (5) is made to equal floor floor height with the height sum of lock pin exterior sheathing (4), simultaneously within the walls side template (5.1) also connects lock pin inner formword (4.1) outside, inner side of outer wall template (5.1) is made to equal the chamber height of floor with the height sum of lock pin inner formword (4.1) or be less than chamber height, then will lock pin exterior sheathing (4) by screw rod (6) and lock pin inner formword (4.1) and link together, and after aluminium alloys slab form (9) is laid by supported rod erecting (3) support, concreting exterior wall (2) and floor (1) can be adopted, and build out the exterior wall (2) of floor junction simultaneously, after the concreting of this operation layer completes, its lock pin exterior sheathing (4) and lock pin inner formword (4.1) are not removed, when carrying out the model sheetinstallat of last layer exterior wall (2), directly exterior wall outboard template (5) is arranged on the lock pin exterior sheathing (4) of this operation layer, and after installing inner side of outer wall template (5.1) simultaneously, another secondary lock pin exterior sheathing (4) and lock pin inner formword (4.1) can be adopted in a manner described to install respectively after in exterior wall outboard template (5) and inner side of outer wall template (5.1), and after the aluminium alloys slab form (9) of last layer being laid simultaneously, can start to carry out building of last layer exterior wall (2), circulation like this, the exterior wall that can complete whole floor is built.
2. an aluminium alloys outer wall template, comprise the exterior wall outboard template (5) and inner side of outer wall template (5.1) that adopt aluminium alloys to make, it is characterized in that: the height of exterior wall outboard template (5) is lower than the floor floor height that will build, the height of inner side of outer wall template (5.1) is lower than the floor chamber height that will build, exterior wall outboard template (5) is connected with lock pin exterior sheathing (4), and exterior wall outboard template (5) equals floor floor height with the height sum of lock pin exterior sheathing (4), side template (5.1) is connected with lock pin inner formword (4.1) within the walls outside, and inner side of outer wall template (5.1) equals the chamber height of floor with the height sum of lock pin inner formword (4.1) or is less than chamber height 10 ~ 30 millimeters, locking between pin exterior sheathing (4) and lock pin inner formword (4.1) and be all connected with screw rod (6) between exterior wall outboard template (5) and inner side of outer wall template (5.1).
3. aluminium alloys outer wall template according to claim 2, is characterized in that: the height of exterior wall outboard template (5) is lower than the floor floor height that will build 600 millimeters, and the height of lock pin exterior sheathing (4) is 600 millimeters; The height of lock pin inner formword (4.1) is 600 millimeters of thickness deducting floor (1).
4. aluminium alloys outer wall template according to claim 2, it is characterized in that: when inner side of outer wall template (5.1) is less than chamber height 10 ~ 30 millimeters with the height sum of lock pin inner formword (4.1), the base of side template (5.1) is provided with cross sectional shape within the walls is outside leg-of-mutton pin aluminium (10).
5. aluminium alloys outer wall template according to claim 2, it is characterized in that: side template (5.1) is provided with the steel wire oblique rope (7) be connected with its lower floors (1) within the walls outside, and push up steel pipe (8) between the bottom of side template (5.1) and the floor (1) below it within the walls outside.
6. aluminium alloys outer wall template according to claim 2, is characterized in that: between lock pin exterior sheathing (4) and lock pin inner formword (4.1), be at least connected with 4 screw rods (6), and screw rod (6) is by upper and lower two-layer symmetrical.
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| CN201310709282.8A CN104727544A (en) | 2013-12-21 | 2013-12-21 | Aluminum-alloy external wall template and method for pouring external wall of floor joint |
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| CN201310709282.8A CN104727544A (en) | 2013-12-21 | 2013-12-21 | Aluminum-alloy external wall template and method for pouring external wall of floor joint |
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Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107060323A (en) * | 2017-02-24 | 2017-08-18 | 中国有色金属工业第六冶金建设有限公司 | A kind of pulling-on piece structure aluminum alloy mould plate early tears system and construction method open |
| CN108316469A (en) * | 2018-03-30 | 2018-07-24 | 广州大学 | A kind of prefabrication system and its construction technology |
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| CN88200297U (en) * | 1988-01-12 | 1988-08-24 | 重庆市第三建筑工程公司 | Climbing rising type formwork |
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| WO2012069015A1 (en) * | 2010-11-25 | 2012-05-31 | 欧文斯科宁知识产权资产有限公司 | Concrete slab structural member and construction method for pouring same |
| CN103225394A (en) * | 2013-05-06 | 2013-07-31 | 中国十七冶集团有限公司 | Big wood template construction method of indoor constructional engineering shear wall |
| CN103352564A (en) * | 2013-07-18 | 2013-10-16 | 上海建工集团股份有限公司 | Horizontally-structured framework system and construction method |
| CN203626233U (en) * | 2013-12-21 | 2014-06-04 | 中建四局第三建筑工程有限公司 | Aluminum alloy exterior wall formwork for pouring exterior wall |
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Patent Citations (6)
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|---|---|---|---|---|
| CN88200297U (en) * | 1988-01-12 | 1988-08-24 | 重庆市第三建筑工程公司 | Climbing rising type formwork |
| CN201221199Y (en) * | 2008-06-17 | 2009-04-15 | 北京城建集团有限责任公司 | Stagger platform pulp-leaking-proof hanging rack steel large formwork |
| WO2012069015A1 (en) * | 2010-11-25 | 2012-05-31 | 欧文斯科宁知识产权资产有限公司 | Concrete slab structural member and construction method for pouring same |
| CN103225394A (en) * | 2013-05-06 | 2013-07-31 | 中国十七冶集团有限公司 | Big wood template construction method of indoor constructional engineering shear wall |
| CN103352564A (en) * | 2013-07-18 | 2013-10-16 | 上海建工集团股份有限公司 | Horizontally-structured framework system and construction method |
| CN203626233U (en) * | 2013-12-21 | 2014-06-04 | 中建四局第三建筑工程有限公司 | Aluminum alloy exterior wall formwork for pouring exterior wall |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
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| CN107060323A (en) * | 2017-02-24 | 2017-08-18 | 中国有色金属工业第六冶金建设有限公司 | A kind of pulling-on piece structure aluminum alloy mould plate early tears system and construction method open |
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| CN108316469A (en) * | 2018-03-30 | 2018-07-24 | 广州大学 | A kind of prefabrication system and its construction technology |
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Application publication date: 20150624 |