CN207131080U - Adjustable lightweight high-intensity column steel form - Google Patents
Adjustable lightweight high-intensity column steel form Download PDFInfo
- Publication number
- CN207131080U CN207131080U CN201721083042.1U CN201721083042U CN207131080U CN 207131080 U CN207131080 U CN 207131080U CN 201721083042 U CN201721083042 U CN 201721083042U CN 207131080 U CN207131080 U CN 207131080U
- Authority
- CN
- China
- Prior art keywords
- template
- oblique pull
- steel form
- column steel
- lightweight high
- 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
- 229910000831 Steel Inorganic materials 0.000 title claims abstract description 16
- 239000010959 steel Substances 0.000 title claims abstract description 16
- 230000009545 invasion Effects 0.000 claims abstract description 12
- 239000003351 stiffener Substances 0.000 claims description 14
- 238000005452 bending Methods 0.000 claims description 4
- 239000000203 mixture Substances 0.000 claims description 2
- 230000002787 reinforcement Effects 0.000 abstract description 4
- 208000020442 loss of weight Diseases 0.000 abstract description 2
- 238000010276 construction Methods 0.000 description 3
- 238000005266 casting Methods 0.000 description 1
- 230000007547 defect Effects 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 238000009434 installation Methods 0.000 description 1
- 238000005457 optimization Methods 0.000 description 1
Landscapes
- Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)
Abstract
It the utility model is related to a kind of adjustable lightweight high-intensity column steel form, the cast chamber of column is enclosed by the interior facade of polylith template to be formed, in the multiple risers by die head to template bottom of the transversely arranged fixation of the alien invasion of the template, alien invasion longitudinal arrangement is fixed with multiple horizontal transverse slat components, horizontal version component and riser connect and compose latticed reinforcement structure, oblique pull connecting plate is provided at both ends with the outside of described transverse slat component, the space that pull bar passes through can be allowed by having in horizontal version component, riser is provided with perforate in oblique pull position, adjacent template connects oblique pull connecting plate adjacent in two pieces of templates with oblique pull behind space through perforate by pull bar and is fastenedly connected.Column steel form of the present utility model can increase the intensity of template due to the special structure of its alien invasion on the premise of loss of weight, and it is more convenient to can be good at fastening adjacent template scene splicing by pull bar.
Description
[technical field]
It the utility model is related to a kind of model of the column, and in particular to a kind of adjustable lightweight high-intensity column steel form.
[background technology]
Model of the column is typically first put up in the construction of existing column, then in casting concrete, due to the matter of die body
Measure bigger, with regard to more complicated fixed when, particularly bolt is difficult the bolt installation on two die bodys of accurate alignment
Hole, and existing model of the column volume is big, weight weight, causes the defects of construction is inconvenient, and cost is high.
[content of the invention]
It is an object of the invention to solve the problems, such as that model of the column volume is big in the prior art, weight weight, while improve vertical
The intensity of column template, improve the efficiency of column construction.
To achieve these goals, there is provided a kind of adjustable lightweight high-intensity column steel form, the cast chamber of column is by more
The interior facade of block template encloses composition, multiple by die head to template bottom in the transversely arranged fixation of the alien invasion of the template
Vertical stiffener, alien invasion longitudinal arrangement is fixed with multiple horizontal transverse slat components, and horizontal version component connects with vertical stiffener
Latticed reinforcement structure is formed, oblique pull connecting plate is provided at both ends with the outside of described transverse slat component, is had in horizontal version component
The space that pull bar can be allowed to pass through, vertical stiffener are provided with perforate in oblique pull position, and adjacent template passes through perforate by pull bar
Oblique pull connecting plate adjacent in two pieces of templates is connected with oblique pull behind space to be fastenedly connected.
The column steel form also has following optimization structure：
Horizontal version component is made up of the L-shaped upper plate that is folded upward at, and the L-shaped lower plate bent downwards, and connection sheet,
Remain for the space that pull bar can be allowed to pass through, the bending up and down of upper plate and lower plate between upper plate and lower plate in advance
Part is welded to connect by multiple connection sheets, and upper and lower plate and the alien invasion of vertical stiffener and template are mutually permanently connected,
Described oblique pull connecting plate is set on the kink being fixed on up and down.
Described die head is provided with positioning otic placode.
Described die head is provided with hanger.
Column steel form of the present utility model can increase mould due to the special structure of its alien invasion on the premise of loss of weight
The intensity of plate, it is more convenient to can be good at fastening adjacent template scene splicing by pull bar.
[brief description of the drawings]
Fig. 1 is the floor plan of adjustable lightweight high-intensity column steel form；
Fig. 2 is the side structure schematic diagram of adjustable lightweight high-intensity column steel form；
Fig. 3 is the shaft side figure of adjustable lightweight high-intensity column steel form；
The hanger 7. of 5. pull bar of the transverse slat component 3. of 1. oblique pull connecting plate 2. positioning 4. vertical stiffener of otic placode 6. in figure
Facade in the upward 8. downward connection sheet 10. of L-shaped lateral stiffening plate 9. of L-shaped lateral stiffening plate.
[embodiment]
Hereinafter, it is described further in conjunction with the embodiments with accompanying drawing for the utility model, embodiment and accompanying drawing are only used for solving
Release explanation rather than limit the scope of protection of the utility model.
The adjustable lightweight high-intensity column steel template structure of the present embodiment is as follows：
As shown in Figures 1 to 3, the cast chamber of column is enclosed by the interior facade of polylith template is formed, in the outer vertical of the template
The multiple vertical stiffeners by die head to template bottom of the transversely arranged fixation in face, alien invasion longitudinal arrangement are fixed with multiple horizontal strokes
To transverse slat component, horizontal version component and vertical stiffener connect and compose latticed reinforcement structure, and the reinforcement structure can be fine
Lightweight described in template, while the mechanical strength of template can be increased, increase the stability of template.In the present embodiment
In, horizontal version component by the upward L shapes lateral stiffening plate (upper plate) that is folded upward at, and the downward L-shaped bent downwards laterally plus
Strength plate (lower plate), and connection sheet are formed, and the upward L-shaped lateral stiffening plate of upper bending and the downward L-shaped bent downwards are horizontal
Remain for the space that pull bar can be allowed to pass through between stiffener in advance, the bending part up and down of upper plate and lower plate passes through
Multiple connection sheets are welded to connect, and upper and lower plate and the alien invasion of vertical stiffener and template are mutually permanently connected, and described is oblique
Connecting plate is drawn to set on the kink being fixed on up and down.Oblique pull connection is provided at both ends with the outside of described transverse slat component
Plate, the space that pull bar passes through can be allowed by having in horizontal version component, and vertical stiffener is provided with perforate, adjacent template in oblique pull position
Oblique pull connecting plate adjacent in two pieces of templates is connected by pull bar with oblique pull behind space through perforate to be fastenedly connected, template top
Portion is provided with positioning otic placode and hanger.
Claims (4)
1. a kind of adjustable lightweight high-intensity column steel form, it is characterised in that column pours into a mould interior facade of the chamber by polylith template
Composition is enclosed, in the multiple vertical stiffeners by die head to template bottom of the transversely arranged fixation of the alien invasion of the template,
Alien invasion longitudinal arrangement is fixed with multiple horizontal transverse slat components, and horizontal version component and vertical stiffener connect and compose latticed add
Strong structure, oblique pull connecting plate is provided at both ends with the outside of described transverse slat component, having in horizontal version component can allow what pull bar passed through
Space, vertical stiffener are provided with perforate in oblique pull position, and adjacent template is connected by pull bar through oblique pull after perforate and space
Oblique pull connecting plate adjacent in two pieces of templates is connect to be fastenedly connected.
2. adjustable lightweight high-intensity column steel form as claimed in claim 1, it is characterised in that horizontal version component is by being bent up
The L-shaped upper plate of folding, and the L-shaped lower plate bent downwards, and connection sheet are formed, and are continued to employ in advance between upper plate and lower plate
In the space that pull bar can be allowed to pass through, the bending part up and down of upper plate and lower plate is welded by multiple connection sheets to be connected
Connect, upper and lower plate and the alien invasion of vertical stiffener and template are mutually permanently connected, and described oblique pull connecting plate, which is set, to be fixed
On kink up and down.
3. adjustable lightweight high-intensity column steel form as claimed in claim 1, it is characterised in that described die head is set
There is positioning otic placode.
4. adjustable lightweight high-intensity column steel form as claimed in claim 1, it is characterised in that the die head stated is provided with
Hanger.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201721083042.1U CN207131080U (en) | 2017-08-28 | 2017-08-28 | Adjustable lightweight high-intensity column steel form |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201721083042.1U CN207131080U (en) | 2017-08-28 | 2017-08-28 | Adjustable lightweight high-intensity column steel form |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN207131080U true CN207131080U (en) | 2018-03-23 |
Family
ID=61636226
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201721083042.1U Expired - Fee Related CN207131080U (en) | 2017-08-28 | 2017-08-28 | Adjustable lightweight high-intensity column steel form |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN207131080U (en) |
-
2017
- 2017-08-28 CN CN201721083042.1U patent/CN207131080U/en not_active Expired - Fee Related
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN208363264U (en) | A kind of connector for assembled energy-saving building frame | |
| CN107514138A (en) | Fast assembling-disassembling building template system and its construction method | |
| CN106121221B (en) | Building template bracing means | |
| CN106592841B (en) | Steel bar truss floor support plate and stiffness steel reinforced concrete beam bridging arrangement and its lapping construction method | |
| CN205617552U (en) | Assembled integrated configuration | |
| CN205955173U (en) | Modular link wall spare subassembly | |
| CN207131080U (en) | Adjustable lightweight high-intensity column steel form | |
| CN103669706B (en) | Tee T assembled integral shear wall side fascia and construction method | |
| CN103669697B (en) | The wallboard of assembled integral reserved door and window mouth for building and construction method | |
| CN204001702U (en) | A kind of J-shaped wall plastic formwork | |
| CN206859684U (en) | A kind of support frame structure of reinforcing template connection | |
| CN206495496U (en) | A kind of aluminum alloy mould plate shear wall top bracing means | |
| CN211817362U (en) | Solid net wall fixed knot of engineering building assembly constructs | |
| CN205590111U (en) | Construction elevator attaches wall structure | |
| CN206928314U (en) | Base steel stake and the attachment structure of floor beam | |
| CN104264886B (en) | A kind of high-strength heat preservation autoclaved aerated building block | |
| CN208294085U (en) | A kind of concrete side wall is without to wearing structure split bolt formwork | |
| CN208380076U (en) | A kind of staircase structure particular manufacturing craft | |
| CN207829696U (en) | Precast concrete outer window frame | |
| CN208884705U (en) | A kind of building girder steel fixing device for installing | |
| CN208202337U (en) | A kind of Roof of Super High-Rise Building transfinites flower stand overhanging girder construction | |
| CN207522823U (en) | It is a kind of for high-speed railway bridge floor shield without gasket fabricated device | |
| CN209099756U (en) | A kind of Quick Release customization aluminum alloy pattern plate component for architecture construction | |
| CN207092546U (en) | A kind of subsiding crack both sides shear wall formwork for placing frame being easily installed | |
| CN207761049U (en) | A kind of assembly concrete frame beam column connection structure |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20180323 |
|
| CF01 | Termination of patent right due to non-payment of annual fee |