CN203603457U - Deformation joint steel formwork and deformation joint formwork assembly - Google Patents
Deformation joint steel formwork and deformation joint formwork assembly Download PDFInfo
- Publication number
- CN203603457U CN203603457U CN201320737593.0U CN201320737593U CN203603457U CN 203603457 U CN203603457 U CN 203603457U CN 201320737593 U CN201320737593 U CN 201320737593U CN 203603457 U CN203603457 U CN 203603457U
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- Prior art keywords
- steel
- deformation joint
- back cord
- angle steel
- exterior wall
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- 229910000831 Steel Inorganic materials 0.000 title claims abstract description 103
- 239000010959 steel Substances 0.000 title claims abstract description 103
- 238000009415 formwork Methods 0.000 title claims abstract description 23
- 238000000465 moulding Methods 0.000 claims description 25
- 229910000838 Al alloy Inorganic materials 0.000 claims description 16
- 230000003014 reinforcing effect Effects 0.000 claims description 8
- 239000000203 mixture Substances 0.000 claims description 3
- 238000010276 construction Methods 0.000 abstract description 12
- 239000002699 waste material Substances 0.000 abstract description 4
- 238000009434 installation Methods 0.000 description 5
- 238000010586 diagram Methods 0.000 description 3
- 230000007812 deficiency Effects 0.000 description 2
- 230000004048 modification Effects 0.000 description 2
- 238000012986 modification Methods 0.000 description 2
- 238000003466 welding Methods 0.000 description 2
- 241000357293 Leptobrama muelleri Species 0.000 description 1
- 238000009435 building construction Methods 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 239000006260 foam Substances 0.000 description 1
- 239000003292 glue Substances 0.000 description 1
- 238000000034 method Methods 0.000 description 1
- 238000004080 punching Methods 0.000 description 1
- 230000000717 retained effect Effects 0.000 description 1
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 1
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- Finishing Walls (AREA)
Abstract
The utility model provides a deformation joint steel formwork. The deformation joint steel formwork comprises an outer wall steel formwork body, a transverse keel and a longitudinal keel. The longitudinal keel is vertically arranged along the outer surface of the outer wall steel formwork body, and the transverse keel is arranged perpendicular to the longitudinal keel. The transverse keel is composed of two pieces of second angle steel arranged in parallel, the first side face of the second angle steel is arranged on the first side face of the first angle steel, and the second side face of the second angle steel is arranged to be perpendicularly connected to the second side face of the first angle steel in a clamping mode on the outer surface of the outer wall steel formwork body. The second side faces of the two pieces of second angle steel arranged in parallel are oppositely arranged, a first gap is arranged between the second side faces of the two pieces of second angle steel arranged in parallel, and a first nut is welded to the first gap. The utility model further provides a deformation joint formwork assembly. Through the deformation joint steel formwork and the deformation joint formwork assembly, workers do not need to go to a construction joint to perform mounting operation, cost is saved, construction waste is reduced, and the environment is protected.
Description
Technical field
The utility model relates to building field, is specifically related to a kind of deformation joint steel moulding plate and deformation slit formwork assembly.
Background technology
In building operations, usually run into little space structures, because space is little, cannot carry out template installation exercise, some positions even staff are all difficult to enter position, little space, as little space wall column, little space flap, exterior wall deformation joint etc., bring very large puzzlement to building operations.
In traditional architecture construction, conventionally adopt filling-foam glue or the construction of non-dismountable template way, conventional template construction method, mainly contain following some:
1. template cannot be taken out, and needs layer by layer configuration template, causes building costs to increase;
2. be retained in little space position template, after building construction completes, can not clean out, form building waste, contaminated environment, and there is great disaster hidden-trouble.
Utility model content
The utility model aims to provide a kind of deformation joint steel moulding plate, solves exterior wall deformation joint construction in prior art and cannot carry out the problems such as the high and potential safety hazard of building costs that installation exercise and conventional template construction method bring because space is little.
The utility model provides a kind of deformation joint steel moulding plate, comprises exterior wall steel form body, lateral keel and longitudinally keel; Described longitudinal keel vertically arrange along the external surface of described exterior wall steel form body, described longitudinal keel are the first angle steel, the first side of described the first angle steel is closely set in the external surface setting of described exterior wall steel form body, and the second lateral vertical of described the first angle steel is in the external surface setting of described exterior wall steel form body; Described lateral keel is perpendicular to described longitudinal keel setting, described lateral keel is two the second angle steel compositions that be arranged in parallel, described the second angle steel the first side be arranged on the first side of the first angle steel, the second side of described the second angle steel on the external surface of described exterior wall steel form body with described the first angle steel second lateral vertical clamping arrange; The second side of described two the second angle steel that be arranged in parallel back to arrange and between be provided with the first gap, on described the first gap, weld the first nut.
Further, be provided with hanger on the top of described exterior wall steel form body.
Further, be provided with support portion in the bottom of described exterior wall steel form body, described support portion is triangular steel, on described support portion, is provided with screw.
Further, the thickness of described exterior wall steel form body is 4mm.
Also provide a kind of deformation slit formwork assembly at the utility model, comprised the deformation joint steel moulding plate described in above-mentioned any one, also comprised deformation joint aluminum alloy mould plate, described deformation joint aluminum alloy mould plate comprises interior wall aluminum alloy mould plate body, longitudinally back cord and laterally back cord; Described longitudinal back cord vertically arranges along the inner surface of described interior wall aluminum alloy mould plate body, and described horizontal back cord is vertically embedded between described longitudinal back cord.
Further, the cross section of described horizontal back cord is for being " work " type.
Further, on described longitudinal back cord, reinforcing back cord is installed, described reinforcing back cord is vertical with described longitudinal back cord is close to setting.
Further, described reinforcing back cord is two channel-section steels that be arranged in parallel, between described two channel-section steels that be arranged in parallel, is provided with the second gap, the described first corresponding setting in gap of described the second gap and described deformation joint steel moulding plate.
The deformation joint steel moulding plate and the deformation slit formwork assembly that adopt the utility model embodiment to provide; because the structure that adopts deformation joint steel moulding plate and deformation joint aluminum alloy mould plate to coordinate; well solve the constructional deficiency of conventional template; deformation joint steel moulding plate utilizes building site tower crane whole lifting; nut-welding through walls, on exterior wall steel form body, no longer needs workman to remove installation exercise in the middle of constuction joint, saves cost; reduce building waste, protection of the environment.
Accompanying drawing explanation
Accompanying drawing described herein is used to provide further understanding of the present utility model, forms the application's a part, and schematic description and description of the present utility model is used for explaining the utility model, does not form improper restriction of the present utility model.In the accompanying drawings:
Fig. 1 schematically illustrates the external surface schematic diagram of the deformation joint steel moulding plate that the utility model examples of implementation provide;
Fig. 2 schematically illustrates the lateral view of the deformation joint steel moulding plate that the utility model examples of implementation provide;
Fig. 3 schematically illustrates the schematic diagram of the deformation joint steel moulding plate that the utility model examples of implementation provide;
Fig. 4 schematically illustrates the schematic diagram of the deformation slit formwork assembly that the utility model examples of implementation provide;
Fig. 5 schematically illustrates the A place enlarged drawing of Fig. 4;
Fig. 6 schematically illustrates the B place enlarged drawing of Fig. 4.
The specific embodiment
Below with reference to the accompanying drawings and in conjunction with the embodiments, describe the utility model in detail.
Referring to figs. 1 through Fig. 6, the utility model embodiment provides a kind of deformation joint steel moulding plate, comprise exterior wall steel form body 11, lateral keel 13 and longitudinally keel 14, exterior wall steel form body 11 can be a complete steel form, what also can the present embodiment provide is made up of two steel forms, and preferably the thickness of exterior wall steel form body 11 is 4mm;
Longitudinally keel 14 vertically arrange along the external surface of exterior wall steel form body 1, longitudinally keel 14 are the first angle steel, the first side of the first angle steel is closely set in the external surface setting of exterior wall steel form body 1, and the second lateral vertical of the first angle steel is in the external surface setting of exterior wall steel form body 1;
The second side of two the second angle steel back to arrange and between be provided with on 15, the first gaps 15, the first gap and weld the first nut 16.
Top at exterior wall steel form body 11 is provided with hanger 12, and hanger 12 is for the integral lifting of punching block; Bottom at exterior wall steel form body 11 is provided with support portion 17, and support portion 17 is triangular steel, on support portion 17, is provided with screw.
The utility model embodiment also provides a kind of deformation slit formwork assembly, comprise above-mentioned deformation joint steel moulding plate, also comprise deformation joint aluminum alloy mould plate, deformation joint aluminum alloy mould plate comprises interior wall aluminum alloy mould plate body 21, longitudinally back cord 22, laterally back cord 23, longitudinally back cord 22 vertically arranges along the inner surface of interior wall aluminum alloy mould plate body 21, laterally back cord 23 is vertically embedded between longitudinal back cord 22, and laterally the cross section of back cord 23 is " work " shape;
Longitudinally on back cord 22, reinforcing back cord 24 is being installed, reinforce back cord 24 and be close to setting vertical with longitudinal back cord 22 with longitudinal back cord 22, reinforce back cord 24 and can be two channel-section steels that be arranged in parallel, between two channel-section steels, be provided with the second gap 25, the first corresponding setting in gap 15 of the second gap 25 and deformation joint steel moulding plate, screw rod through walls can pass the second gap 25 and the first gap 15, is bolted on the first nut 16.
For the little space of deformation slit formwork, in practice of construction, can take teams and groups, the construction of Liang Dong building, left and right flowing water, No. one building and No. two building as shown in the figure, the deformation joint aluminum alloy mould plate construction that exterior wall all adopts the present embodiment to provide in the deformation joint in No. two building is provided, does not affect normal construction; In the deformation joint in No. one building, exterior wall adopts the deformation slit formwork assembly that the utility model embodiment provides, and construction method is as follows:
(1) at the good wall of the interior colligation of body of wall 31, the post reinforcing bar in No. two building, in deformation joint 32 installation support portions, place 17;
(2) lifting deformation joint steel moulding plate, installs screw rod through walls, and screw rod through walls is bolted on nut 16;
(3) deformation joint aluminum alloy mould plate is installed, is made screw rod through walls through the first gap 15, body of wall and the second gap 25, fix by the second nut;
(4) calibration template, level-off, verticality.
Can be found out by above description, the deformation joint steel moulding plate and the deformation slit formwork assembly that adopt the utility model embodiment to provide, can reach following technique effect:
The structure that adopts deformation joint steel moulding plate and deformation joint aluminum alloy mould plate to coordinate; well solve the constructional deficiency of conventional template; deformation joint steel moulding plate utilizes building site tower crane whole lifting; nut-welding through walls is on exterior wall steel form body 11; no longer need workman to remove installation exercise in the middle of constuction joint; save cost, reduce building waste, protection of the environment.
The foregoing is only preferred embodiment of the present utility model, be not limited to the utility model, for a person skilled in the art, the utility model can have various modifications and variations.All within spirit of the present utility model and principle, any modification of doing, be equal to replacement, improvement etc., within all should being included in protection domain of the present utility model.
Claims (8)
1. a deformation joint steel moulding plate, is characterized in that, comprises exterior wall steel form body, lateral keel and longitudinally keel;
Described longitudinal keel vertically arrange along the external surface of described exterior wall steel form body, described longitudinal keel are the first angle steel, the first side of described the first angle steel is closely set in the external surface setting of described exterior wall steel form body, and the second lateral vertical of described the first angle steel is in the external surface setting of described exterior wall steel form body;
Described lateral keel is perpendicular to described longitudinal keel setting, described lateral keel is two the second angle steel compositions that be arranged in parallel, described the second angle steel the first side be arranged on the first side of the first angle steel, the second side of described the second angle steel on the external surface of described exterior wall steel form body with described the first angle steel second lateral vertical clamping arrange;
The second side of described two the second angle steel that be arranged in parallel back to arrange and between be provided with the first gap, on described the first gap, weld the first nut.
2. deformation joint steel moulding plate as claimed in claim 1, is characterized in that, is provided with hanger on the top of described exterior wall steel form body.
3. deformation joint steel moulding plate as claimed in claim 1 or 2, is characterized in that, is provided with support portion in the bottom of described exterior wall steel form body, and described support portion is triangular steel, on described support portion, is provided with screw.
4. deformation joint steel moulding plate as claimed in claim 1 or 2, is characterized in that, the thickness of described exterior wall steel form body is 4mm.
5. a deformation slit formwork assembly, it is characterized in that, comprise the deformation joint steel moulding plate as described in claim 1 to 4 any one, also comprise deformation joint aluminum alloy mould plate, described deformation joint aluminum alloy mould plate comprises interior wall aluminum alloy mould plate body, longitudinally back cord and laterally back cord; Described longitudinal back cord vertically arranges along the inner surface of described interior wall aluminum alloy mould plate body, and described horizontal back cord is vertically embedded between described longitudinal back cord.
6. deformation slit formwork assembly as claimed in claim 5, is characterized in that, the cross section of described horizontal back cord is for being " work " type.
7. deformation slit formwork assembly as claimed in claim 5, is characterized in that, on described longitudinal back cord, reinforcing back cord is installed, and described reinforcing back cord is vertical with described longitudinal back cord is close to setting.
8. deformation slit formwork assembly as claimed in claim 7, it is characterized in that, described reinforcing back cord is two channel-section steels that be arranged in parallel, between described two channel-section steels that be arranged in parallel, is provided with the second gap, the described first corresponding setting in gap of described the second gap and described deformation joint steel moulding plate.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201320737593.0U CN203603457U (en) | 2013-11-21 | 2013-11-21 | Deformation joint steel formwork and deformation joint formwork assembly |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201320737593.0U CN203603457U (en) | 2013-11-21 | 2013-11-21 | Deformation joint steel formwork and deformation joint formwork assembly |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN203603457U true CN203603457U (en) | 2014-05-21 |
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ID=50716137
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201320737593.0U Expired - Fee Related CN203603457U (en) | 2013-11-21 | 2013-11-21 | Deformation joint steel formwork and deformation joint formwork assembly |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN203603457U (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108086329A (en) * | 2017-11-30 | 2018-05-29 | 中国二十冶集团有限公司 | Instead of the production method of Guan Liang steel bar stress and the punching block of template |
| CN108571164A (en) * | 2018-05-23 | 2018-09-25 | 江苏无锡二建建设集团有限公司 | Expansion joint both sides wallboard all-steel big shuttering structure and construction method |
| CN108661308A (en) * | 2018-05-23 | 2018-10-16 | 安徽华骅桥梁设备制造有限公司 | A kind of protecting wall breaking joint plate template |
-
2013
- 2013-11-21 CN CN201320737593.0U patent/CN203603457U/en not_active Expired - Fee Related
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108086329A (en) * | 2017-11-30 | 2018-05-29 | 中国二十冶集团有限公司 | Instead of the production method of Guan Liang steel bar stress and the punching block of template |
| CN108571164A (en) * | 2018-05-23 | 2018-09-25 | 江苏无锡二建建设集团有限公司 | Expansion joint both sides wallboard all-steel big shuttering structure and construction method |
| CN108661308A (en) * | 2018-05-23 | 2018-10-16 | 安徽华骅桥梁设备制造有限公司 | A kind of protecting wall breaking joint plate template |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| C56 | Change in the name or address of the patentee |
Owner name: GUANGDONG HEDI TECHNOLOGY CO., LTD. Free format text: FORMER NAME: GUANGDONG HOLDINGS SCIENCE + TECHNOLOGY CO., LTD. |
|
| CP03 | Change of name, title or address |
Address after: 519000 Guangdong Province, Zhuhai city Xiangzhou District No. 21 Lane three big stone building on the third floor Patentee after: GUANGDONG HOLDINGS TECHNOLOGY CO., LTD. Address before: 519000 Guangdong province Zhuhai Jida Yinlong Jingshan Hill Road, building nine floor Patentee before: Guangdong Holdings Science & Technology Co., Ltd. |
|
| CF01 | Termination of patent right due to non-payment of annual fee | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20140521 Termination date: 20201121 |