CN203626233U - Aluminum alloy exterior wall formwork for pouring exterior wall - Google Patents
Aluminum alloy exterior wall formwork for pouring exterior wall Download PDFInfo
- Publication number
- CN203626233U CN203626233U CN201320847314.6U CN201320847314U CN203626233U CN 203626233 U CN203626233 U CN 203626233U CN 201320847314 U CN201320847314 U CN 201320847314U CN 203626233 U CN203626233 U CN 203626233U
- Authority
- CN
- China
- Prior art keywords
- exterior
- template
- height
- floor
- lock pin
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Expired - Fee Related
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- 229910000838 Al alloy Inorganic materials 0.000 title claims abstract description 30
- 238000009415 formwork Methods 0.000 title abstract description 23
- 229910000831 Steel Inorganic materials 0.000 claims description 8
- 239000010959 steel Substances 0.000 claims description 8
- XAGFODPZIPBFFR-UHFFFAOYSA-N aluminum Chemical compound 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[Al] XAGFODPZIPBFFR-UHFFFAOYSA-N 0.000 claims description 5
- 229910052782 aluminium Inorganic materials 0.000 claims description 4
- 239000004411 aluminium Substances 0.000 claims description 4
- 239000002965 rope Substances 0.000 claims description 4
- 238000010276 construction Methods 0.000 abstract description 8
- 238000009434 installation Methods 0.000 description 2
- 239000000956 alloy Substances 0.000 description 1
- 238000010009 beating Methods 0.000 description 1
- 238000009435 building construction Methods 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 239000000463 material Substances 0.000 description 1
- 238000000034 method Methods 0.000 description 1
Abstract
The utility model discloses an aluminum alloy exterior wall formwork for pouring an exterior wall. The aluminum alloy exterior wall formwork comprises an exterior wall outer-side formwork body and an exterior wall inner-side formwork body, wherein the exterior wall outer-side formwork body and the exterior wall inner-side formwork body are made of aluminum alloy. The height of the exterior wall outer-side formwork body is lower than that of a floor to be poured, and the height of the exterior wall inner-side formwork body is lower than the indoor height of the floor to be poured. The exterior wall outer-side formwork body is connected with a feet-lock exterior formwork body, and the sum of the height of the exterior wall outer-side formwork body and the height of the feet-lock exterior formwork body is equal to the height of the floor. The exterior wall inner-side formwork body is connected with a feet-lock interior formwork body, and the sum of the height of the exterior wall inner-side formwork body and the height of the feet-lock interior formwork body is equal to the indoor height of the floor or lower than the indoor height by 10mm-30mm. Screw rods are connected between the feet-lock exterior formwork body and the feet-lock interior formwork body and between the exterior wall outer-side formwork body and the exterior wall inner-side formwork body. The aluminum alloy exterior wall formwork has the advantages of being good in construction quality and high in efficiency.
Description
Technical field
the utility model relates to a kind of for building the aluminium alloys outer wall template of exterior wall, belongs to aluminum alloy mould plate technical field of building construction.
Background technology
Along with the development of builing industry, Construction unit is more and more higher to the requirement of cost control and construction engineering quality.To the raising of the upper concrete pouring quality of outer wall of floor (the especially exterior wall junction of adjacent two layers), it is the difficult problem in building trade always.Adopt traditional formwork structure, tend to occur spillage, the phenomenons such as mould rise.And Construction unit often solves by increasing the depth of plastering of exterior wall and beating cutter quantity, cause the increase of whole project cost, result is also undesirable.
Summary of the invention
The purpose of this utility model is: provide a kind of can be in improving exterior wall concrete pouring quality, and can reduce construction cost, there will not be spillage, the phenomenons such as mould that rise for building the aluminium alloys outer wall template of exterior wall, to overcome the deficiencies in the prior art.
The utility model is achieved in that and of the present utility modelly a kind ofly for the aluminium alloys outer wall template of building exterior wall is, this aluminium alloys outer wall template comprises the exterior wall outboard template and the 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, on exterior wall outboard template, be connected with lock pin exterior sheathing, and exterior wall outboard template equals floor floor height with the height sum of lock pin exterior sheathing, on side template, be connected with lock pin inner formword within the walls outside, and inner side of outer wall template equals the chamber height of floor or is less than 10～30 millimeters of chamber heights with the height sum of lock pin inner formword, 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 600 millimeters of the floor floor heights that will build, and the height of lock pin exterior sheathing is 600 millimeters; The height of lock pin inner formword is 600 millimeters of thickness that deduct floor.
In the time that above-mentioned inner side of outer wall template and the height sum of lock pin inner formword are less than 10～30 millimeters of chamber heights, to be provided with cross sectional shape be leg-of-mutton pin aluminium on the base of side template within the walls outside.
In above-mentioned inner side of outer wall template, be provided with the steel wire oblique rope being connected with floor below it, and between the bottom of side template and the floor of its below, push up and have steel pipe 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 having adopted technique scheme, the utility model adopts the lock pin template that be made up of lock pin exterior sheathing and lock pin inner formword, and the combining structure that combines of the outer wall template being made up of exterior wall outboard template and inner side of outer wall template, can not only effectively improve intensity and the installation effectiveness of outer wall template, but also effectively prevented spillage, the generation of the phenomenons such as mould that rise, also significantly improved globality and the rigidity of outer wall of floor (the especially exterior wall junction of adjacent two layers) concreting simultaneously.In addition, lock pin template of the present utility model and outer wall template all adopt aluminum alloy plate materials to make, and have improved planeness and the verticality of exterior wall concrete, and then have reduced external wall plastering thickness.Outer wall template of the present utility model can repeatedly be recycled, and has significantly reduced construction cost.Therefore, compared with prior art, the utility model not only has advantages of can effectively improve exterior wall concrete pouring quality to the utility model, but also have advantages of can reduce construction cost, improve efficiency of construction, there will not be spillage, the phenomenons such as mould rise.
Accompanying drawing explanation
Fig. 1 is structural representation of the present utility model;
Being labeled as of accompanying drawing: 1-floor, 2-exterior wall, 3-supported rod erecting, 4-lock pin exterior sheathing, 4.1-lock 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-.
The specific embodiment
Embodiment of the present utility model: the utility model is that to build the method for floor junction exterior wall according to following a kind of aluminium alloys outer wall template constructed, the method comprises and adopts the exterior wall outboard template 5 of aluminium alloys and the exterior wall 2 of inner side of outer wall template 5.1 concretings, in the time adopting the exterior wall outboard template 5 of aluminium alloys and the exterior wall 2 of inner side of outer wall template 5.1 concreting floor junctions, 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, make exterior wall outboard template 5 and the height sum of lock pin exterior sheathing 4 equal floor floor height, on side template 5.1, connect a lock pin inner formword 4.1 within the walls outside simultaneously, make inner side of outer wall template 5.1 and the height sum of lock pin inner formword 4.1 equal the chamber height of floor 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 supports, can adopt concreting exterior wall 2 and floor 1, 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, in the time that the template of carrying out last layer exterior wall 2 is installed, directly exterior wall outboard template 5 is arranged on the lock pin exterior sheathing 4 of this operation layer, and install after inner side of outer wall template 5.1 simultaneously, after can adopting in a manner described another secondary lock pin exterior sheathing 4 and lock pin inner formword 4.1 to install respectively 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, so circulation, the exterior wall that can complete whole floor is built.
Build according to said method, and for said method of the present utility model a kind of for build exterior wall aluminium alloys outer wall template structural representation as shown in Figure 1, this aluminium alloys outer wall template comprises the exterior wall outboard template 5 and the inner side of outer wall template 5.1 that adopt aluminium alloys to make, when making, the height of exterior wall outboard template 5 is made into lower than the floor floor height that will build, the height of inner side of outer wall template 5.1 is made into lower than the floor chamber height that will build, then on exterior wall outboard template 5, connect by bolt or pin the pin exterior sheathing 4 of locking, and make exterior wall outboard template 5 and the height sum of lock pin exterior sheathing 4 equal floor floor height, preferably the height of exterior wall outboard template 5 is made into lower than 600 millimeters of the floor floor heights that will build, the height of lock pin exterior sheathing 4 is made as to 600 millimeters, on side template 5.1, connect the pin inner formword 4.1 of locking within the walls outside, and inner side of outer wall template 5.1 and the height sum of lock pin inner formword 4.1 are equaled to the chamber height of floor or be less than 10～30 millimeters of chamber heights, when making, preferably the height of lock pin inner formword 4.1 is made as to 600 millimeters of thickness that deduct floor 1, locking between pin exterior sheathing 4 and lock pin inner formword 4.1 and between exterior wall outboard template 5 and inner side of outer wall template 5.1, be all connected screw rod 6, its lock pin exterior sheathing 4 and lock pin inner formword 4.1 preferably adopt the aluminum alloy materials making that intensity is higher, conventional, when for easier for installation, inner side of outer wall template 5.1 can be made into and be less than 10～30 millimeters of chamber heights with the height sum of lock pin inner formword 4.1, a cross sectional shape is installed is simultaneously outside within the walls leg-of-mutton pin aluminium 10(on the base of side template 5.1 as shown in Figure 1), in the time that aluminium alloys outer wall template is installed, in order to make total more firm, can on side template 5.1, a steel wire oblique rope 7 being connected with its below floor 1 be set within the walls outside, and steel pipe 8 is withstood between the bottom of inner side of outer wall template 5.1 and the floor 1 of inner side of outer wall template 5.1 belows, 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(and can connect under normal circumstances 4～30 screw rods 6), and by screw rod 6 by upper and lower two-layer symmetrical.
Claims (5)
1. one kind for building the aluminium alloys outer wall template of exterior wall, comprise the exterior wall outboard template (5) and the 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, on exterior wall outboard template (5), be 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), on side template (5.1), be 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 or is less than 10～30 millimeters of chamber heights with the height sum of lock pin inner formword (4.1), 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).
2. according to claim 1 for building the aluminium alloys outer wall template of exterior wall, it is characterized in that: the height of exterior wall outboard template (5) is lower than 600 millimeters of the floor floor heights that will build, 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 that deduct floor (1).
3. according to claim 1 for building the aluminium alloys outer wall template of exterior wall, it is characterized in that: in the time that inner side of outer wall template (5.1) is less than 10～30 millimeters of chamber heights with the height sum of lock pin inner formword (4.1), to be provided with cross sectional shape be leg-of-mutton pin aluminium (10) on the base of side template (5.1) within the walls outside.
4. according to claim 1 for building the aluminium alloys outer wall template of exterior wall, it is characterized in that: side template (5.1) is provided with the steel wire oblique rope (7) being connected with its below floor (1) within the walls outside, and between the bottom of side template (5.1) and the floor (1) of its below, push up and have steel pipe (8) within the walls outside.
5. according to claim 1 for building the aluminium alloys outer wall template of exterior wall, it 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.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
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| CN201320847314.6U CN203626233U (en) | 2013-12-21 | 2013-12-21 | Aluminum alloy exterior wall formwork for pouring exterior wall |
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| Application Number | Priority Date | Filing Date | Title |
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| CN201320847314.6U CN203626233U (en) | 2013-12-21 | 2013-12-21 | Aluminum alloy exterior wall formwork for pouring exterior wall |
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| CN203626233U true CN203626233U (en) | 2014-06-04 |
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Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104727544A (en) * | 2013-12-21 | 2015-06-24 | 中建四局第三建筑工程有限公司 | Aluminum-alloy external wall template and method for pouring external wall of floor joint |
| CN104806018A (en) * | 2015-05-08 | 2015-07-29 | 南通华新建工集团有限公司 | Construction technology of steel frame and wood form type combined formwork |
| CN106088582A (en) * | 2016-07-08 | 2016-11-09 | 广州市第四建筑工程有限公司 | Slip form platform and be applied to armored concrete cylinder slding form operation method |
-
2013
- 2013-12-21 CN CN201320847314.6U patent/CN203626233U/en not_active Expired - Fee Related
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104727544A (en) * | 2013-12-21 | 2015-06-24 | 中建四局第三建筑工程有限公司 | Aluminum-alloy external wall template and method for pouring external wall of floor joint |
| CN104806018A (en) * | 2015-05-08 | 2015-07-29 | 南通华新建工集团有限公司 | Construction technology of steel frame and wood form type combined formwork |
| CN106088582A (en) * | 2016-07-08 | 2016-11-09 | 广州市第四建筑工程有限公司 | Slip form platform and be applied to armored concrete cylinder slding form operation method |
| CN106088582B (en) * | 2016-07-08 | 2019-02-01 | 广州市第四建筑工程有限公司 | Slip form platform and its be applied to armored concrete cylinder slding form operation method |
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| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20140604 Termination date: 20171221 |