CN206625566U - Arc-shaped structure template fixing and shaping system - Google Patents
Arc-shaped structure template fixing and shaping system Download PDFInfo
- Publication number
- CN206625566U CN206625566U CN201720341371.5U CN201720341371U CN206625566U CN 206625566 U CN206625566 U CN 206625566U CN 201720341371 U CN201720341371 U CN 201720341371U CN 206625566 U CN206625566 U CN 206625566U
- Authority
- CN
- China
- Prior art keywords
- template
- ladle
- shaping system
- arcuate structure
- scaffold
- Prior art date
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- 238000007493 shaping process Methods 0.000 title claims abstract description 23
- 229910000831 Steel Inorganic materials 0.000 claims abstract description 22
- 239000010959 steel Substances 0.000 claims abstract description 22
- 239000002023 wood Substances 0.000 claims description 35
- 235000007756 Akebia quinata Nutrition 0.000 claims description 5
- 240000008027 Akebia quinata Species 0.000 claims description 5
- 238000010276 construction Methods 0.000 abstract description 15
- 238000009415 formwork Methods 0.000 abstract description 6
- 239000000463 material Substances 0.000 abstract description 6
- 238000009435 building construction Methods 0.000 abstract 1
- 238000009434 installation Methods 0.000 description 3
- 238000000034 method Methods 0.000 description 3
- 238000005266 casting Methods 0.000 description 2
- 238000005516 engineering process Methods 0.000 description 2
- 230000004048 modification Effects 0.000 description 2
- 238000012986 modification Methods 0.000 description 2
- 230000003014 reinforcing effect Effects 0.000 description 2
- 230000007306 turnover Effects 0.000 description 2
- 235000017166 Bambusa arundinacea Nutrition 0.000 description 1
- 235000017491 Bambusa tulda Nutrition 0.000 description 1
- 244000082204 Phyllostachys viridis Species 0.000 description 1
- 235000015334 Phyllostachys viridis Nutrition 0.000 description 1
- 239000011425 bamboo Substances 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 230000015271 coagulation Effects 0.000 description 1
- 238000005345 coagulation Methods 0.000 description 1
- 239000011120 plywood Substances 0.000 description 1
- 239000002689 soil Substances 0.000 description 1
- 238000006467 substitution reaction Methods 0.000 description 1
- 239000002699 waste material Substances 0.000 description 1
Landscapes
- Moulds, Cores, Or Mandrels (AREA)
Abstract
The utility model belongs to building construction tool field, concretely relates to fixed design system of arc structure template. The shaping system comprises a supporting system, an inner side template and an outer side template; the supporting system comprises a supporting component and a back edge arranged at the upper end of the supporting component, the back edge comprises at least two steel ladles, two adjacent steel ladles are connected through a connecting device, and a certain included angle is formed between the two adjacent steel ladles; the inner side formwork is laid at the upper end of the back edge, a channel for placing concrete is formed between the inner side formwork and the outer side formwork, and the inner side formwork and the outer side formwork are fixed in a split mode through split bolts. This design system is rational in infrastructure, and the construction is simple, can effectively solve vertical structure link plate template fixed mode, guarantees the template integrality, and construction quality is high, saves the input of manpower, material resources to a certain extent, saves construction cost.
Description
Technical field
The utility model belongs to construction field of tool, and in particular to a kind of arcuate structure template fixes shaping system.
Background technology
With the continuous development of science and technology, the continuous diversification of architectural image, arcuate structure is more and more, typified form supporter
Be instrument application it is also more and more.
At present, the making of cast-in-place concrete arc formwork, traditional method make circular arc mould using bamboo plywood, plank sheathing
Then plate is processed into the template to be matched with component, it is necessary to monoblock template is sawn into small bar further according to planform,
Reinforced, then the casting concrete step by step in mould, plank removed again afterwards after concrete setting, this method there is
Plank sheathing wastage of material is serious, and is wasted time and energy when splicing and form removal, and installation rate is slow, and efficiency is low, and the number of turnover has
Limit;Deformation is serious afterwards several times for template turnover simultaneously, particularly template corner peeling, has a strong impact on concrete impression quality.
In addition, it is more difficult through the typically construction of commonly used other arcuate structure form bracing systems in the prior art, it is special
Be not vertical structure hanging plate template fixed form it is more complicated.It is, therefore, desirable to provide regularization instrument meets that arcuate structure is determined
The support of pattern plate.
Based on above description, need a kind of new arcuate structure template badly and fix shaping system, to solve to deposit in the prior art
Shaping system serious waste human and material resources, installation rate is slow, and construction is complicated, the low technical problem of efficiency.
Utility model content
The purpose of this utility model is that providing a kind of arcuate structure template fixes shaping system, and the system architecture is reasonable,
Construction is simple, vertical structure hanging plate template fixed form is can effectively solve the problem that, ensure template integrality, construction quality is high, one
Determine the input of saving human and material resources in degree, save construction cost.
To achieve the above object, the utility model adopts the following technical scheme that:
A kind of arcuate structure template fixes shaping system, including support system, inner side template, outboard template;
The support system includes support component and is arranged on the back cord of support component upper end, and the back cord includes at least two
Individual ladle wood, two neighboring ladle akebi crosses attachment means and is connected, and has certain angle between two neighboring ladle wood;
The inner side template is laid on back cord upper end, is formed between the inner side template and outboard template and places concrete
Passage, and fixed between the inner side template and outboard template by split bolt to drawing.
Preferably, the support component includes scaffold and is fixed on the keel of scaffold upper end, the back cord is fixed
On keel.
As preferred, the scaffold includes vertical scaffold, horizontal scaffold and skewed scaffold.
As preferred, being smaller than between two neighboring vertical scaffold is equal to 1.5m.
Preferably, two neighboring ladle akebi crosses girder steel and is connected with fixing bolt, the both ends of girder steel are respectively arranged with steel
Liang Kong, the end set of ladle wood have a ladle wood hole, fixing bolt by through girder steel hole and ladle wood hole by the both ends of girder steel
It is fixed with corresponding ladle wood respectively.
As preferred, the back cord includes a horizontal ladle wood and two skewed ladles wood.
As preferred, the angle between two neighboring ladle wood is less than 180 degree and is more than 90 degree.
As preferred, concrete vibrating hole is provided with the outboard template.
The arcuate structure template that the application provides compared with prior art is fixed shaping system and had the characteristics that and beneficial
Effect:
Due to arcuate structure template provided by the utility model fix shaping system include support system, inner side template,
Outboard template;Support system includes support component and is arranged on the back cord of support component upper end, and back cord includes at least two ladles
Wood, two neighboring ladle akebi cross attachment means and are connected, and have certain angle between two neighboring ladle wood;Inner side template is spread
Back cord upper end is located at, the passage for placing concrete, and inner side template and outboard template are formed between inner side template and outboard template
Between by split bolt to draw fix.So the shaping system is rational in infrastructure, construction is simple, vertical structure can effectively solve the problem that
Hanging plate template fixed form, ensure template integrality, construction quality is high, saves the input of human and material resources, section to a certain extent
Save construction cost.
Brief description of the drawings
Fig. 1 is the structural representation for the back cord that prior art provides;
Fig. 2 is the structural representation that arcuate structure template provided by the utility model fixes shaping system.
Reference,
1- support systems;2- split bolts;3- inner side templates;4- outboard templates;5- concrete vibratings hole;
11- support components;12- back cords;
111- scaffolds;112- keel;
121- ladles wood;122- girder steels;123- fixing bolts.
Embodiment
The utility model is described in further detail below by specific examples of the implementation combination accompanying drawing.
As shown in Figure 1 to Figure 2, a kind of arcuate structure template provided by the utility model, which fixes shaping system, includes supporter
It is 1, inner side template 3, outboard template 4;The support system 1 includes support component 11 and is arranged on the back of the body of the upper end of support component 11
Stupefied 12, the back cord 12 includes at least two ladle wood 121, and two neighboring ladle wood 121 is connected by attachment means, and adjacent
There is certain angle between two ladle wood 121;The inner side template 3 is laid on the upper end of back cord 12, the inner side template 3 and outer
The passage for placing concrete is formed between side template 4, and it is right by split bolt 2 between the inner side template 3 and outboard template 4
Draw and fix.After installing arcuate structure template fixation shaping system, concrete is injected between inner side template 3 and outboard template 4
Passage in, casting form vertical structure hanging plate.
The shaping system is rational in infrastructure, construction is simple, can effectively solve the problem that vertical structure template fixed form, ensures template
Integrality, construction quality is high, saves the input of human and material resources to a certain extent, saves construction cost.
In the present embodiment, preferably, the support component 11 includes scaffold 111 and is fixed on scaffold
The keel 112 of 111 upper ends, the back cord 12 processed is fixedly mounted on keel 112.
In the present embodiment, preferably, the scaffold 111 includes vertical scaffold, horizontal scaffold and inclined
Ramp-like scaffold.The mounting means of the scaffold 111 is as shown in Figure 2.Spacing between two neighboring vertical scaffold is best
Less than or equal to 1.5m.
In the present embodiment, back cord 12 includes several ladle wood 121, girder steel 122, fixing bolt 123, two neighboring steel
Bag wood 121 is connected by girder steel 122 with fixing bolt 123, and the both ends of girder steel 122 are respectively arranged with girder steel hole, ladle wood 121
End set has a ladle wood hole, fixing bolt 123 by through girder steel hole and ladle wood hole by the both ends of girder steel 122 respectively with it is right
The ladle wood 121 answered is fixed.
During installation, according to the spacing of back cord 12 fixed, paving inner side template 3, outboard template 4 successively, inner side template 3,
After the completion of the paving of outboard template 4, colligation hanging plate reinforcing bar as requested, reinforcing bar concealment acceptance rear enclosed hanging plate outboard template 4, with pair
Bolt 2 is drawn to fix inner side template 3, outboard template 4.Split bolt 2 includes a long screw and two short screw mandrels, long screw are vertical
A part is spilt through inner side template 3, outboard template 4, and in the both sides of inner side template 3 and outboard template 4, passes through two respectively
Individual short screw mandrel is fixed.
In the present embodiment, preferably, the back cord 12 includes a horizontal ladle wood 121 and two skewed
Ladle wood 121, as shown in Figure 2.In specific implementation process, according to the vertical angle and length of vertical structure hanging plate, decide in advance
The angle connected between the length and the two neighboring ladle wood 121 of adjustment of ladle wood 121.
In the present embodiment, preferably, the angle between two neighboring ladle wood 121 is less than 180 degree and is more than 90
Degree.Certainly, the angle angle between two neighboring ladle wood 121 can be adjusted, and then adjust the angle of back cord 12.
In the present embodiment, preferably, concrete vibrating hole 5 is provided with the outboard template 4.Pass through coagulation
Concrete is inculcated into the passage between inner side template 3 and outboard template 4 in soil hole 5 of vibrating.The diameter in the concrete vibrating hole 5
Preferably less than it is equal to 1.5m, but is not limited thereto.
Preferred embodiment of the present utility model is the foregoing is only, is not limited to the utility model, for this
For the technical staff in field, the utility model can have various modifications and variations.It is all in the spirit and principles of the utility model
Within, any modification, equivalent substitution and improvements made etc., it should be included within the scope of protection of the utility model.
Claims (8)
1. a kind of arcuate structure template fixes shaping system, it is characterised in that including support system, inner side template, outboard template;
The support system includes support component and is arranged on the back cord of support component upper end, and the back cord includes at least two steel
Bao Mu, two neighboring ladle akebi cross attachment means and are connected, and have certain angle between two neighboring ladle wood;
The inner side template is laid on back cord upper end, is formed between the inner side template and outboard template and places the logical of concrete
Road, and fixed between the inner side template and outboard template by split bolt to drawing.
2. arcuate structure template according to claim 1 fixes shaping system, it is characterised in that the support component includes
Scaffold and the keel for being fixed on scaffold upper end, the back cord are fixed on keel.
3. arcuate structure template according to claim 2 fixes shaping system, it is characterised in that the scaffold includes perpendicular
To scaffold, horizontal scaffold and skewed scaffold.
4. arcuate structure template according to claim 3 fixes shaping system, it is characterised in that two neighboring vertical pin hand
Being smaller than between frame is equal to 1.5m.
5. arcuate structure template according to claim 1 fixes shaping system, it is characterised in that two neighboring ladle akebi
Girder steel to be crossed with fixing bolt to be connected, the both ends of girder steel are respectively arranged with girder steel hole, and the end set of ladle wood has ladle wood hole, Gu
Determine bolt pass through it is through girder steel hole and ladle wood hole that the both ends of girder steel are fixed with corresponding ladle wood respectively.
6. arcuate structure template according to claim 5 fixes shaping system, it is characterised in that the back cord includes one
Horizontal ladle wood and two skewed ladle wood.
7. arcuate structure template according to claim 6 fixes shaping system, it is characterised in that two neighboring ladle wood
Between angle be less than 180 degree be more than 90 degree.
8. arcuate structure template according to claim 1 fixes shaping system, it is characterised in that is set on the outboard template
It is equipped with concrete vibrating hole.
Priority Applications (1)
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CN201720341371.5U CN206625566U (en) | 2017-04-01 | 2017-04-01 | Arc-shaped structure template fixing and shaping system |
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CN201720341371.5U CN206625566U (en) | 2017-04-01 | 2017-04-01 | Arc-shaped structure template fixing and shaping system |
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CN206625566U true CN206625566U (en) | 2017-11-10 |
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Cited By (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN107724673A (en) * | 2017-11-29 | 2018-02-23 | 中国建筑局(集团)有限公司 | Convex template component and concave template component of arc building and template system formed by convex template component and concave template component |
CN107762141A (en) * | 2017-11-17 | 2018-03-06 | 中国十七冶集团有限公司 | A kind of oblique section concrete formwork reinforcement structure of garbage pool anti-corrosion pool wall and construction method |
CN113565323A (en) * | 2021-09-28 | 2021-10-29 | 上海建工五建集团有限公司 | Formwork supporting system of inner inclined structure and construction method thereof |
-
2017
- 2017-04-01 CN CN201720341371.5U patent/CN206625566U/en active Active
Cited By (5)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN107762141A (en) * | 2017-11-17 | 2018-03-06 | 中国十七冶集团有限公司 | A kind of oblique section concrete formwork reinforcement structure of garbage pool anti-corrosion pool wall and construction method |
CN107724673A (en) * | 2017-11-29 | 2018-02-23 | 中国建筑局(集团)有限公司 | Convex template component and concave template component of arc building and template system formed by convex template component and concave template component |
CN107724673B (en) * | 2017-11-29 | 2023-06-20 | 中国建筑一局(集团)有限公司 | Convex die plate assembly and concave die plate assembly of arc-shaped building and template system formed by convex die plate assembly and concave die plate assembly |
CN113565323A (en) * | 2021-09-28 | 2021-10-29 | 上海建工五建集团有限公司 | Formwork supporting system of inner inclined structure and construction method thereof |
CN113565323B (en) * | 2021-09-28 | 2021-12-17 | 上海建工五建集团有限公司 | Formwork supporting system of inner inclined structure and construction method thereof |
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