CN205713079U - A kind of super large wall column formwork support system - Google Patents
A kind of super large wall column formwork support system Download PDFInfo
- Publication number
- CN205713079U CN205713079U CN201620634068.XU CN201620634068U CN205713079U CN 205713079 U CN205713079 U CN 205713079U CN 201620634068 U CN201620634068 U CN 201620634068U CN 205713079 U CN205713079 U CN 205713079U
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- aluminum alloy
- back cord
- square
- leads
- alloy square
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Abstract
The utility model discloses a kind of super large wall column formwork support system, relate to building engineering field.Including panel, wood a tree, used in making timber for boats, aluminum alloy square lead to back cord and Screw arbor with nut at both-ends, multiple described panels surround and are spliced into the pre-casting space of super large wall column, described panel is folded successively and is provided with the wooden a tree, used in making timber for boats being vertically arranged and horizontally disposed aluminum alloy square leads to back cord, it is the double square square tube being vertically arranged that described aluminum alloy square leads to back cord, and the two ends of described Screw arbor with nut at both-ends sequentially pass through panel respectively, aluminum alloy square leads to intermediate gap and the pad of back cord double square square tube；Described aluminum alloy square leads to back cord and is divided into front aluminum alloy square to lead to back cord and side aluminum alloy square leads to back cord, and described side aluminum alloy square leads to back cord and leads to back cord staggered cross with front aluminum alloy square and arrange；Described Screw arbor with nut at both-ends is horizontally and vertically uniformly arranged, and spacing is 430 480mm.The utility model is creative uses back cord light material, and rationally arranges template system structure, it is ensured that the quality of construction and safety, time saving and energy saving.
Description
Technical field
The utility model relates to building engineering field, particularly relates to the form bracing system of high-rise building super large wall column.
Background technology
With carrying out in a large number of domestic construction, more than 300m overrunning high-rise building starts planning and designing in each city, builds life
Produce and come into operation, becoming the landmark in city.But this type of building generally is the heavy in section chi of about 2m when design
Very little wall column, and floor height is generally higher.The entity quality control difficulty of cast-in-place concrete is big, in order to meet building demand, and can be the end of at
Layer wall column increases stiff steel reinforced column and steel plate wall, increase concrete grade, increases wall column thickness, rationally select shuttering supporting body
System.For the wall column of heavy in section size, general employing channel-section steel is as the main joist of form bracing system, but the channel-section steel commonly using
Back cord is long overweight, and on-the-spot practice of construction wastes time and energy.As used light material to do back cord, after construction casting, concrete quality is past
Past not fully up to expectations, flatness is inadequate, and not up to safety standard.
Utility model content
In order to overcome the deficiency of above-mentioned situation, the purpose of this utility model is to provide a kind of super large wall column formwork supporter
System.Including panel, wood a tree, used in making timber for boats, aluminum alloy square lead to back cord and Screw arbor with nut at both-ends, multiple described panels surround and are spliced into super large wall column and precoat
Building space, described panel is folded successively and is provided with the wooden a tree, used in making timber for boats being vertically arranged and horizontally disposed aluminum alloy square leads to back cord, described aluminium alloy
The logical back cord in side is the double square square tube being vertically arranged, and the two ends of described Screw arbor with nut at both-ends sequentially pass through panel respectively, aluminum alloy square leads to
The intermediate gap of back cord double square square tube and pad；Described aluminum alloy square leads to back cord and is divided into front aluminum alloy square to lead to back cord and side aluminium
Alloy side leads to back cord, and described side aluminum alloy square leads to back cord and leads to the setting of back cord staggered cross with front aluminum alloy square；Described to drawing
Screw rod is horizontally and vertically uniformly arranged, and spacing is 430-480mm.
Further, described Screw arbor with nut at both-ends spacing is 450mm.
Further, described rectangular square tube 80 × 44 × 3mm.
The beneficial effects of the utility model are: in the construction of high-rise building super large wall column, creative employing back cord lightweight
Material, and rationally arrange template system structure, it is ensured that the quality of construction and safety, also has that speed of application is fast, appropriation of labour power concurrently
Few advantage.
Brief description
For the technical scheme being illustrated more clearly that in the utility model embodiment, required in embodiment being described below
Accompanying drawing to be used is briefly described, it should be apparent that, the accompanying drawing in describing below is only some realities of the present utility model
Execute example, for those of ordinary skill in the art, on the premise of not paying creative work, can also be according to these accompanying drawings
Obtain other accompanying drawing, wherein:
Fig. 1 is front view of the present utility model.
Detailed description of the invention
Below in conjunction with the accompanying drawing in the utility model embodiment, the technical scheme in the utility model embodiment is carried out
Clearly and completely describe, it is clear that described embodiment is only a part of embodiment of the present utility model, rather than whole
Embodiment.Based on the embodiment in the utility model, those of ordinary skill in the art are not under the premise of making creative work
The all other embodiment being obtained, broadly falls into the scope of the utility model protection.
Certain is building the first high building, T1 high building height 452m, 95 layers on the ground, index bed floor height 4.45m；T2 high building height 315m,
Upper 65 layers, index bed floor height 4.35m；Wherein basement totally 5 layers, locally 7 layers, wall thickness is 2m to the maximum, wall length is 11m, strength to the maximum
Property post largest cross-sectional sized is 2.6m × 2.6m, and primary concreting height is up to 7.55m.For the wall column of heavy in section size,
Prior art typically uses channel-section steel as the main joist of template system, and the utility model is creative uses 80 × 44 × 3mm aluminium to close
Gold side's unifier replaces channel-section steel, and rationally arranges template system structure.
Refer to Fig. 1, described aluminum alloy square leads to back cord 3 for the double square square tube being vertically arranged.The horizontal stroke of described rectangular square tube
Cross section is preferably 80mm length, 44mm width, the hollow pipe of 3mm thickness.3m long channel-section steel weight is about 30kg, and the long aluminum alloy square of 3m leads to weight
It is about 12kg, according to the double flute steel of 3m as the main joist of template system, weight increase about 1 times.
This form bracing system includes multiple panel 4 and multiple Screw arbor with nut at both-ends 1, multiple described panels 4 surround be spliced into super
Big wall column is precoated and is built space, and described panel 4 is folded successively and is provided with the wooden a tree, used in making timber for boats 6 being vertically arranged and horizontally disposed aluminum alloy square leads to back cord
3, it is the double square square tube being vertically arranged that described aluminum alloy square leads to back cord 3, and the double square square tube being vertically arranged be arranged in parallel and stays
There is gap, in gap, accommodate Screw arbor with nut at both-ends 1.The two ends of described Screw arbor with nut at both-ends 1 sequentially pass through panel the 4th, aluminum alloy square respectively and lead to
Gap among back cord 3 double square square tube and be attached at double square square tube for clamping iron and steel pad 2, during installation, it is only necessary to twist
Double high-strength nuts of tight 1 liang of terminal of described Screw arbor with nut at both-ends get final product fixed form.Described panel 1 is thick for 15mm, described Screw arbor with nut at both-ends
Select shank diameter 16mm.
Described aluminum alloy square leads to back cord 3 and is divided into front aluminum alloy square to lead to back cord 31 and side aluminum alloy square leads to back cord 33, institute
State side aluminum alloy square to lead to back cord 33 and lead to back cord 31 staggered cross with front aluminum alloy square and arrange.
Through repetition test research, aluminum alloy square is led to the impact of back cord 3 deformation by test Screw arbor with nut at both-ends 1 spacing, it is ensured that execute
Working medium amount and safety, described Screw arbor with nut at both-ends 1 horizontally and vertically uniformly arranges, and spacing is 430-480mm, preferably 450mm.
It is to lay as time back cord, described wood a tree, used in making timber for boats 6 a size of 45 × 90mm according to 200mm spacing that described wood imitates 6, is filled in
Aluminum alloy square leads between back cord 3 and panel 4.
During model sheetinstallat, can be parallel at Screw arbor with nut at both-ends 1 add C16 reinforcing bar in the pre-casting space of described super large wall column and make
For top die roller, it is ensured that sectional dimension accurately after concreting.
During site operation, during as occurred that aluminum alloy square leads to the length of back cord 3 less than the length of the super large wall cylindrical surface that need to design,
The mode that super large wall cylindrical surface external-corner clamp is fixing can be used, be specially and use oblique pull screw rod to connect double back cord.
Aluminum alloy square leads to back cord 3 compares channel-section steel as template system main joist, directly increases the effect of carpenter's reinforcing template
Rate, in the case of especially higher in heavy in section and floor height, during more than 5m floor height, two carpenters reinforce about a 2m detached column mould
The efficiency of plate improves 40%～50%.
When aluminum alloy square leads to the processing of back cord 3 scale, the cutting comparing steel pipe in onsite application is easier to control, decreases material
Material loss.Recyclable recycling is worth height, reclaims residual value and is up to more than the 80% of aluminium ingot.
Of the present utility model most important provide the benefit that: in the construction of high-rise building super large wall column, creative use the back of the body
Stupefied light material, and rationally arrange template system structure, it is ensured that the quality of construction and safety, also has that speed of application is fast concurrently, takies
The few advantage of labour.
The foregoing is only preferred embodiment of the present utility model, be not limited to the utility model, for this
For the technical staff in field, the utility model can have various modifications and variations.All in spirit of the present utility model and principle
Within, any modification, equivalent substitution and improvement etc. made, should be included within protection domain of the present utility model.
Claims (3)
1. a super large wall column formwork support system, it is characterised in that: include that panel (4), wood a tree, used in making timber for boats (6), aluminum alloy square lead to back cord
(3) and Screw arbor with nut at both-ends (1), multiple described panels (4) are surrounded and are spliced into the pre-casting space of super large wall column, and described panel (4) is successively
Folded being provided with the wooden a tree, used in making timber for boats (6) being vertically arranged and horizontally disposed aluminum alloy square leads to back cord (3), described aluminum alloy square leads to back cord (3) and is
The double square square tube being vertically arranged, the two ends of described Screw arbor with nut at both-ends (1) sequentially pass through panel (4) respectively, aluminum alloy square leads to back cord
(3) intermediate gap of double square square tube and steel plate washer (2)；Described aluminum alloy square leads to back cord (3) and is divided into front aluminum alloy square to lead to back cord
(31) and side aluminum alloy square leads to back cord (33), described side aluminum alloy square leads to back cord (33) and leads to back cord with front aluminum alloy square
(31) staggered cross is arranged；Described Screw arbor with nut at both-ends (1) is horizontally and vertically uniformly arranged, and spacing is 430-480mm.
2. super large wall column formwork support system according to claim 1, it is characterised in that: between described Screw arbor with nut at both-ends (1)
Away from for 450mm.
3. super large wall column formwork support system according to claim 1 and 2, it is characterised in that: described rectangular square tube size
It is 80 × 44 × 3mm, described steel plate washer a size of 80*80*5mm.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620634068.XU CN205713079U (en) | 2016-06-23 | 2016-06-23 | A kind of super large wall column formwork support system |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620634068.XU CN205713079U (en) | 2016-06-23 | 2016-06-23 | A kind of super large wall column formwork support system |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN205713079U true CN205713079U (en) | 2016-11-23 |
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201620634068.XU Expired - Fee Related CN205713079U (en) | 2016-06-23 | 2016-06-23 | A kind of super large wall column formwork support system |
Country Status (1)
| Country | Link |
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| CN (1) | CN205713079U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106150077A (en) * | 2016-06-23 | 2016-11-23 | 中国建筑第二工程局有限公司 | A kind of super large wall column formwork support system |
-
2016
- 2016-06-23 CN CN201620634068.XU patent/CN205713079U/en not_active Expired - Fee Related
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106150077A (en) * | 2016-06-23 | 2016-11-23 | 中国建筑第二工程局有限公司 | A kind of super large wall column formwork support system |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| 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: 20161123 Termination date: 20170623 |