CN205822778U - Stiff giant column screw-free aluminum alloy template system - Google Patents
Stiff giant column screw-free aluminum alloy template system Download PDFInfo
- Publication number
- CN205822778U CN205822778U CN201620634504.3U CN201620634504U CN205822778U CN 205822778 U CN205822778 U CN 205822778U CN 201620634504 U CN201620634504 U CN 201620634504U CN 205822778 U CN205822778 U CN 205822778U
- Authority
- CN
- China
- Prior art keywords
- aluminum alloy
- stiffness
- huge
- alloy template
- back cord
- 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
Links
- 229910000838 Al alloy Inorganic materials 0.000 title claims abstract description 36
- 238000009415 formwork Methods 0.000 claims abstract description 12
- XAGFODPZIPBFFR-UHFFFAOYSA-N aluminium Chemical compound [Al] XAGFODPZIPBFFR-UHFFFAOYSA-N 0.000 claims description 5
- 229910052782 aluminium Inorganic materials 0.000 claims description 5
- 230000007423 decrease Effects 0.000 claims description 4
- PCHJSUWPFVWCPO-UHFFFAOYSA-N gold Chemical compound [Au] PCHJSUWPFVWCPO-UHFFFAOYSA-N 0.000 claims 1
- 239000010931 gold Substances 0.000 claims 1
- 229910052737 gold Inorganic materials 0.000 claims 1
- 238000010276 construction Methods 0.000 abstract description 7
- 239000004568 cement Substances 0.000 abstract description 3
- 238000000034 method Methods 0.000 abstract description 3
- 238000009435 building construction Methods 0.000 abstract description 2
- 238000007493 shaping process Methods 0.000 abstract 1
- 229910000831 Steel Inorganic materials 0.000 description 4
- 230000015572 biosynthetic process Effects 0.000 description 4
- 239000010959 steel Substances 0.000 description 4
- 239000000463 material Substances 0.000 description 2
- 238000012986 modification Methods 0.000 description 2
- 230000004048 modification Effects 0.000 description 2
- 239000002023 wood Substances 0.000 description 2
- 229910045601 alloy Inorganic materials 0.000 description 1
- 239000000956 alloy Substances 0.000 description 1
- 230000000712 assembly Effects 0.000 description 1
- 238000000429 assembly Methods 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
- 230000007812 deficiency Effects 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 238000004064 recycling Methods 0.000 description 1
- 238000006467 substitution reaction Methods 0.000 description 1
- 238000003786 synthesis reaction Methods 0.000 description 1
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- Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)
Abstract
The utility model discloses a huge post of strength nature does not have screw aluminum alloy template system, relates to the building construction field, including a plurality of aluminum alloy template bodies, a plurality of aluminum alloy template bodies splice each other and form and hold huge post space of strength nature, aluminum alloy template body is provided with a plurality of back arrises on the face that backs to huge post space of strength nature, and the interval of back arrises and back arrises equals or from last to descending in proper order; the aluminum alloy template is characterized by further comprising an oblique-pulling screw rod, the oblique-pulling screw rod penetrates through a right-angle frame welded on the back edge to be connected with the two back edges, and the two back edges are respectively arranged on the two aluminum alloy template bodies which are arranged in a crossed mode. The utility model discloses can make up into the wall form of arbitrary size shape with standard size template body, utilize the stupefied fixed die plate of being connected with the oblique screw rod of pulling of the back of the body, construction process is simple, and is easily controlled, has saved a large amount of screws that pull to each other, has saved formwork time greatly, and the cement of pouring is level and smooth bright and clean, improves concrete shaping quality.
Description
Technical field
This utility model relates to the realm of building construction, particularly relates to a kind of stiffness huge post construction formwork.
Background technology
Current China building trade is in the stage of high speed development, and increasing high-rise building is rised sheer from level ground.For
Meeting high-rise building demand, the huge post of stiffness is widely used in construction of super highrise building, the huge post of stiffness
Construction is the key affecting whole project progress, and owing to the huge column dimension of stiffness is big, and the formwork way of routine will use in a large number
Screw arbor with nut at both-ends, affect concrete formation quality.
Utility model content
In order to overcome the deficiency of above-mentioned situation, when the purpose of this utility model is to provide one can save a large amount of formwork
Between, increase template recycling number of times, improve the huge post of stiffness of concrete formation quality without screw formwork construction system, including
Multiple aluminum alloy mould plate bodies, the plurality of aluminum alloy mould plate body is mutually spliced to form the receiving huge column space of stiffness, described aluminum
Be provided with some back cords on the face of the huge column space of alloy templates body stiffness dorsad, back cord equal with the spacing of back cord or from
Successively decrease successively under up to；Also including oblique pull screw rod, described oblique pull screw rod connects two back ofs the body through the right angle frame being welded on back cord
Stupefied, described two back cords are separately positioned on arranged in a crossed manner two aluminum alloy mould plate body.
Further, also include increasing stencil body, described in increase stencil body by flitch connect aluminum alloy mould plate this
Body, described connected mode is that latch connects, described flitch towards the thick plank sheathing that has also been sticked on the face accommodate the huge column space of stiffness,
The face of thick plank sheathing flitch dorsad and aluminum alloy mould plate body and to increase stencil body common towards the face accommodating the huge column space of stiffness
Face.
Further, described some back cords are 5 back cords, and Article 1 back cord distance absolute altitude ground 250mm, second is carried on the back
Stupefied away from first spacing be 650mm, remaining each road back cord setting space all≤800mm.
Further, described aluminum alloy mould plate body standard size is long 300mm × high 3280mm.
The beneficial effects of the utility model are:
1, utilizing back cord to be connected fixed form with oblique pull screw rod, working procedure is simple, easy to control, eliminates substantial amounts of to drawing
Screw rod.
2, successively decrease the most step by step and strengthen aluminum alloy mould plate body steadiness in back cord interval.
3, this aluminum alloy mould plate can use aluminum with the body of wall of standard-sized template group synthesis arbitrary dimension shape and part
Mould connects by the way of the seamless assembled of latch, is greatly saved the formwork time, and the cement poured is smooth bright and clean, improves coagulation
Earth forming quality.
Accompanying drawing explanation
In order to be illustrated more clearly that the technical scheme in this 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 realities more of the present utility model
Execute example, for those of ordinary skill in the art, on the premise of not paying creative work, it is also possible to according to these accompanying drawings
Obtain other accompanying drawing, wherein:
Fig. 1 is this utility model top view；
Fig. 2 is this utility model front view in a small amount of beam crossover location aluminum mashed up system of wood；
Fig. 3 is front view of the present utility model.
Detailed description of the invention
Below in conjunction with the accompanying drawing in this utility model embodiment, the technical scheme in this 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 this utility model, those of ordinary skill in the art are not under making creative work premise
The all other embodiments obtained, broadly fall into the scope of this utility model protection.
Current China building trade is in the stage of high speed development, and increasing high-rise building is rised sheer from level ground.For
Meeting high-rise building demand, the huge post of stiffness is widely used in construction of super highrise building, the huge post of stiffness
Construction is the key affecting whole project progress.
In high-rise building engineering, because cylinder change is more, exterior frame column cylinder is gradient to 1000mm by 2500mm, changes 5
Secondary, change 200-350mm every time, therefore design template must consider variable cross-section.Using several pieces of form assemblies at change, column section is with building
When layer up diminishes, taking out corresponding template, remaining template the most just can use.
Please with reference to Fig. 1 to Fig. 3, including multiple aluminum alloy mould plate bodies 1, the plurality of aluminum alloy mould plate body
Mutually it is spliced to form the receiving huge column space of stiffness 2, the face of the described aluminum alloy mould plate body 1 huge column space of stiffness dorsad 2 is arranged
Having some back cords 3, back cord is equal with the spacing of back cord or successively decreases the most successively；Also include oblique pull screw rod 5, described tiltedly
Drawing screw rod 5 to connect two back cords through the right angle frame 51 being welded on back cord, described two back cords are separately positioned on arranged in a crossed manner
Two aluminum alloy mould plate bodies 1 on.Described oblique pull screw rod 5 plays the fixing effect connecting two aluminum alloy mould plate bodies 1.Institute
Stating oblique pull screw rod 5 is T18 trapezoidal tooth screw rod, and material is 40Cr.
Described back cord 3 includes two quarter bends be arrangeding in parallel and is parallel to the ridge crossbeam of described quarter bend, and described ridge crossbeam divides
Steel bar that Tong Guo be vertical and not oblique forms intersection triangular form framework and connects two quarter bends be arrangeding in parallel.Described intersection triangular form
Framework back cord 3 structure has ensured the flatness of aluminum alloy mould plate body 1 further.
This utility model template standard size 300 × 3280mm, to the part beyond on-gauge plate height, makes and increases template
Body 11 connects with aluminum alloy mould plate body about 1.The a small amount of beam crossover location in local uses the mode that aluminum wood is mashed up, described in increase
Stencil body 11 connects aluminum alloy mould plate body 1 by flitch 6, and described connected mode is that latch 8 connects, described flitch 6 towards
Accommodating the thick plank sheathing 7 that has also been sticked on the face of the huge column space of stiffness 2, the face of thick plank sheathing 7 flitch 6 dorsad is with aluminum alloy mould plate originally
Body 1 and to increase stencil body 11 coplanar towards the face accommodating the huge column space of stiffness 2.
Aluminum alloy mould plate body 1 back side is provided with back cord 3, from the bottom up, first back cord distance absolute altitude face 250mm, the
Two track pitch first spacing are 650mm, remaining each road back cord setting space all≤800mm.Back cord 3 material be 80mm × 40mm ×
The rectangular steel pipe of 3.0mm, this type of back cord designs five roads.As in beam crossover sites, it is additionally provided with rectangular steel pipe 9, a size of 50mm
× 50mm × 2.5mm, rectangular steel pipe 9 uses pulling-on piece 4 to connect stencil body 1, as shown in Figure 3.
This utility model can be combined into the wall form of arbitrary dimension shape with standard size stencil body, utilize back cord with
Oblique pull screw rod connects fixed form, and working procedure is simple, easy to control, eliminates substantial amounts of Screw arbor with nut at both-ends, is greatly saved formwork
Time, the cement poured is smooth bright and clean, improves concrete formation quality.
The foregoing is only preferred embodiment of the present utility model, be not limited to this utility model, for this
For the technical staff in field, this 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, within should be included in protection domain of the present utility model.
Claims (4)
1. the huge post of stiffness is without screw aluminum alloy formwork system, it is characterised in that: include multiple aluminum alloy mould plate body, institute
Stating multiple aluminum alloy mould plate body and be mutually spliced to form the receiving huge column space of stiffness, described aluminum alloy mould plate body stiffness dorsad is huge
Being provided with some back cords on the face of column space, back cord is equal with the spacing of back cord or successively decreases the most successively；Also include
Oblique pull screw rod, described oblique pull screw rod connects two back cords through the right angle frame being welded on back cord, and described two back cords set respectively
Put on two aluminum alloy mould plate bodies arranged in a crossed manner.
The huge post of stiffness the most according to claim 1 is without screw aluminum alloy formwork system, it is characterised in that: also include increasing
Stencil body, described in increase stencil body by flitch connect aluminum alloy mould plate body, described connected mode be latch connect, institute
State flitch towards the thick plank sheathing that has also been sticked on the face accommodate the huge column space of stiffness, the face of thick plank sheathing flitch dorsad and aluminium alloy
Stencil body and increase stencil body towards accommodate the huge column space of stiffness face coplanar.
The huge post of stiffness the most according to claim 1 is without screw aluminum alloy formwork system, it is characterised in that: described some
Back cord is 5 back cords, Article 1 back cord distance absolute altitude ground 250mm, and second back cord is 650mm away from first spacing, remaining
Each road back cord setting space all≤800mm.
The most according to claim 1, a kind of huge post of stiffness is without screw aluminum alloy formwork system, it is characterised in that: described aluminum closes
Gold stencil body standard size is long 300mm × high 3280mm.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620634504.3U CN205822778U (en) | 2016-06-23 | 2016-06-23 | Stiff giant column screw-free aluminum alloy template system |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620634504.3U CN205822778U (en) | 2016-06-23 | 2016-06-23 | Stiff giant column screw-free aluminum alloy template system |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN205822778U true CN205822778U (en) | 2016-12-21 |
Family
ID=58147117
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201620634504.3U Expired - Fee Related CN205822778U (en) | 2016-06-23 | 2016-06-23 | Stiff giant column screw-free aluminum alloy template system |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN205822778U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106121219A (en) * | 2016-06-23 | 2016-11-16 | 中国建筑第二工程局有限公司 | Stiff giant column screw-free aluminum alloy template system |
-
2016
- 2016-06-23 CN CN201620634504.3U patent/CN205822778U/en not_active Expired - Fee Related
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106121219A (en) * | 2016-06-23 | 2016-11-16 | 中国建筑第二工程局有限公司 | Stiff giant column screw-free aluminum alloy template 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 |
Granted publication date: 20161221 Termination date: 20170623 |
|
| CF01 | Termination of patent right due to non-payment of annual fee |