CN206829610U - A kind of removable variable cross-section steel framework wooden model - Google Patents
A kind of removable variable cross-section steel framework wooden model Download PDFInfo
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- CN206829610U CN206829610U CN201720559858.0U CN201720559858U CN206829610U CN 206829610 U CN206829610 U CN 206829610U CN 201720559858 U CN201720559858 U CN 201720559858U CN 206829610 U CN206829610 U CN 206829610U
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- wooden model
- back cord
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- 229910000831 Steel Inorganic materials 0.000 title claims abstract description 71
- 239000010959 steel Substances 0.000 title claims abstract description 71
- 230000003014 reinforcing effect Effects 0.000 claims abstract description 16
- 239000000725 suspension Substances 0.000 claims description 9
- 235000004443 Ricinus communis Nutrition 0.000 claims description 6
- 238000009415 formwork Methods 0.000 claims description 2
- 239000000969 carrier Substances 0.000 claims 1
- 230000007306 turnover Effects 0.000 abstract description 10
- 230000000694 effects Effects 0.000 abstract description 6
- 230000015572 biosynthetic process Effects 0.000 abstract description 3
- 238000009435 building construction Methods 0.000 abstract description 2
- 238000010276 construction Methods 0.000 description 5
- 239000000463 material Substances 0.000 description 4
- 238000000034 method Methods 0.000 description 3
- 238000010586 diagram Methods 0.000 description 2
- 238000005516 engineering process Methods 0.000 description 2
- 238000009434 installation Methods 0.000 description 2
- 230000002045 lasting effect Effects 0.000 description 2
- 230000014759 maintenance of location Effects 0.000 description 2
- 230000007246 mechanism Effects 0.000 description 2
- 229920003023 plastic Polymers 0.000 description 2
- 239000004033 plastic Substances 0.000 description 2
- 230000008569 process Effects 0.000 description 2
- 238000012546 transfer Methods 0.000 description 2
- 230000009286 beneficial effect Effects 0.000 description 1
- 230000008859 change 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
- 238000011161 development Methods 0.000 description 1
- 230000007613 environmental effect Effects 0.000 description 1
- 238000011156 evaluation Methods 0.000 description 1
- 230000009467 reduction Effects 0.000 description 1
- 238000006467 substitution reaction Methods 0.000 description 1
- 238000013519 translation Methods 0.000 description 1
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- Conveying And Assembling Of Building Elements In Situ (AREA)
Abstract
Technical field of building construction is the utility model is related to, more particularly to a kind of removable variable cross-section steel framework wooden model.The removable variable cross-section steel framework wooden model, the square frame formed including the second template split being be arranged in parallel by two pieces of first templates be arrangeding in parallel and two pieces, it is connected between adjacent the first template and the second template by several movement latch fittings, every piece of template includes form surfacing and the template steel framework located at the form surfacing back side, and template steel framework is made up of the transverse and longitudinal back cord positioned at the frame back cord of form surfacing surrounding and intersection in frame back cord.The removable variable cross-section steel framework wooden model, relatively conventional template because the features such as its overall rigidity is high, splicing is tight, reinforcing mode is firm effectively avoid traditional wooden model be easy to rise mould, spillage the shortcomings of, on the premise of fully vibrating, ensure the planarization of concrete appearance, presentation quality is obtained overall lifting, possess the features such as integral rigidity is high, concrete formation effect is good, the number of turnover is more compared with traditional plank sheathing.
Description
Technical field
Technical field of building construction is the utility model is related to, more particularly to a kind of removable variable cross-section steel framework wooden model.
Background technology
With the development of green building, increasing new material is applied to job site.For armored concrete
For maximum loss material non-template do not belong to.How the damage of material is reduced while accelerating construction progress, guarantee construction quality
Consumption, reach and save fund cost, Environmental costs, turn into the standard of evaluation green construction.There is the mould of various materials in the market
Plate, some costs are low, but the number of turnover is few；Some integral rigidities are high, but weight is big；What is had is easy for construction, but construction quality reaches
Less than expection.The utility model aims to provide a kind of removable variable cross-section customization steel framework wooden model, reaches in actual use
Features simple and practical process, the number of turnover is more, the purpose of reliable in quality.
The content of the invention
The utility model is in order to make up the deficiencies in the prior art, there is provided it is a kind of it is rational in infrastructure, concrete formation effect is good,
Removable variable cross-section steel framework wooden model more than the number of turnover, solves problems of the prior art.
The utility model is achieved by the following technical solution：
A kind of removable variable cross-section steel framework wooden model, including be arranged in parallel by two pieces of first templates be arrangeding in parallel and two pieces
The square frame that second template split is formed, pass through several movement latch fitting phases between adjacent the first template and the second template
Even, every piece of template includes form surfacing and the template steel framework located at the form surfacing back side, and template steel framework is by positioned at form surfacing four
The frame back cord in week and the transverse and longitudinal back cord intersected in frame back cord are formed.
The mobile latch fitting includes the positioning back cord in the template and the fastener being engaged with positioning back cord,
The positioning back cord is horizontal in the back cord of every piece of template, and every group of positioning back cord includes two horizontally disposed shaped steel, in amphitypy
Level is installed with a fixing steel plate between steel, and several positioning holes are uniformly provided with fixing steel plate, and the fastener includes one
Abutment plate, a clamp is installed with the side of abutment plate, an anchorage bar is installed with the opposite side of abutment plate, fastener against
Plate is resisted against on the form surfacing of the first template, and anchorage bar sequentially passes through the form surfacing of the first template, the template of the first template
It is connected after positioning hole on the fixing steel plate of back side of panel with a fastening nut, one end of the clamp extends outward a reinforcing
Body, the side close to abutment plate on reinforcing body are provided with a buckling groove, and the buckling groove is connected to the fixing steel plate of the second template
On.
Four vertex in square frame are provided with a chamfering bar vertically respectively, and the chamfering bar includes being mutually angle
First flanging and the second flanging, the both ends of the first flanging are born against on the form surfacing of the first template and the second template, the
The outer end of two flangings is located in the intersection of the first template and the second template.
The quantity of the retention mechanism is three.
One or two moving wheel carrier is respectively equipped with every piece of template, each moving wheel carrier is spliced into including one by steel pipe
Vehicle frame, the side of vehicle frame is fixedly arranged in template, after a screw rod being vertically arranged is thread through the steel pipe on vehicle frame from the top down
It is connected with a castor, one handle is provided with the top of screw rod.
One or several template steel frameworks are provided with suspension ring wherein, and the suspension ring are fixed on transverse and longitudinal back cord.
Several reinforcing plates are provided between abutment plate and clamp.
The spacing of adjacent two positioning hole is 50mm.
The quantity of the reinforcing plate is two.
The beneficial effects of the utility model are：The removable variable cross-section steel framework wooden model, has the advantages that：
1st, relatively conventional template effectively avoids because its overall rigidity is high, splices the features such as tight, reinforcing mode is firm
Traditional wooden model be easy to rise mould, spillage the shortcomings of, on the premise of fully vibrating, ensure the planarization of concrete appearance, make outward appearance
Quality obtains overall lifting, possesses that integral rigidity is high, concrete formation effect is good, more than the number of turnover etc. compared with traditional plank sheathing
Feature.
2nd, compared with all-steel mold plate, assembling is simple and convenient quick, has mobile device, circular flow is without using tower crane.
3rd, it compared with traditional steel framework wooden model, can be assembled, be realized according to column cross-section size difference within the specific limits
The lasting turnover of template.
4th, to there is the frame column of fillet requirement, can chamfering bar be placed in panel edges, fillet good forming effect, plastics chamfering
The number of turnover is high.
5th, using being fixed after mobile latch fitting matched moulds, template steel framework is directly pressed in template, compared to traditional prick post screw rod
Connected mode, it is more firm to reinforce, and without screw hole, reduces later stage repairing, be easy to remove and have enough to meet the need.
6th, solves the mobile problem of steel framework wooden model by adding suspension ring and castor on template steel framework, independent of tower crane
Use, improve all transfer efficients.
Brief description of the drawings
The utility model is further described below in conjunction with the accompanying drawings.
Fig. 1 is structural representation of the present utility model；
Fig. 2 is Fig. 1 overlooking the structure diagram；
Fig. 3 is the mplifying structure schematic diagram of fastener in the utility model；
Fig. 4 is Fig. 3 left view structural representation.
In figure, the 1, first template, the 2, second template, 3, form surfacing, 4, frame back cord, 5, transverse and longitudinal back cord, 6, shaped steel,
7th, fixing steel plate, 8, positioning hole, 9, abutment plate, 10, clamp, 11, anchorage bar, 12, fastening nut, 13, reinforcing body, 14, clamping
Groove, the 15, first flanging, the 16, second flanging, 17, vehicle frame, 18, castor, 19, handle, 20, reinforcing plate, 21 suspension ring.
Embodiment
For the technical characterstic for illustrating this programme can be understood, below by embodiment, and its accompanying drawing is combined, to this reality
It is described in detail with new.
As shown in Fig. 1-Fig. 4, the embodiment may move variable cross-section steel framework wooden model, including by two pieces be arranged in parallel first
The square frame that template 1 and two pieces of splits of the second template 2 be arrangeding in parallel are formed, adjacent the first template 1 and the second template 2
Between by several movement latch fittings be connected, every piece of template includes form surfacing 3 and the formwork steel located at the back side of form surfacing 3
Frame, template steel framework is by the structure of transverse and longitudinal back cord 5 positioned at the frame back cord 4 of the surrounding of form surfacing 3 and intersection in frame back cord 4
Into.
The mobile latch fitting includes the positioning back cord in the template and the fastener being engaged with positioning back cord,
The positioning back cord is horizontal in the back cord of every piece of template, and every group of positioning back cord includes two horizontally disposed shaped steel 6, in amphitypy
Level is installed with a fixing steel plate 7 between steel 6, and several positioning holes 8, the fastener bag are uniformly provided with fixing steel plate 7
An abutment plate 9 is included, a clamp 10 is installed with the side of abutment plate 9, an anchorage bar 11 is installed with the opposite side of abutment plate 9,
The abutment plate 9 of fastener is resisted against on the form surfacing 3 of the first template 1, and anchorage bar 11 sequentially passes through the template face of the first template 1
Plate 3, the first template 1 the back side of form surfacing 3 fixing steel plate 7 on positioning hole 8 after be connected with a fastening nut 12, the card
One end of plate 10 extends outward a reinforcing body 13, and the side close to abutment plate 9 on reinforcing body 13 is provided with a buckling groove 14, institute
Buckling groove 14 is stated to be connected on the fixing steel plate 7 of the second template 2.Template is fixed using mobile latch fitting, template steel framework is straight
Connect and be pressed in template, compared to traditional prick post screw rod connected mode, it is more firm to reinforce, and is repaired without screw hole, reduction later stage,
It is easy to remove and has enough to meet the need.
Four vertex in square frame are provided with a chamfering bar vertically respectively, and the chamfering bar includes being mutually angle
First flanging 15 and the second flanging 16, the both ends of the first flanging 15 bear against the template face in the first template 1 and the second template 2
On plate 3, the outer end of the second flanging 16 is located in the intersection of the first template 1 and the second template 2.Installation chamfering bar in template, circle
Angle good forming effect, the plastics chamfering number of turnover are high.
The quantity of the retention mechanism is three.
One or two moving wheel carrier is respectively equipped with every piece of template, each moving wheel carrier is spliced into including one by steel pipe
Vehicle frame 17, the side of vehicle frame is fixedly arranged in template, and a screw rod 17 being vertically arranged is thread through on vehicle frame 17 from the top down
It is connected after steel pipe with a castor 18, one handle 19 is provided with the top of screw rod 17.Moving wheel carrier is used as the support and movement of template.
Several reinforcing plates 20 are provided between abutment plate 9 and clamp 10.
One or several template steel frameworks are provided with suspension ring 21 wherein, and the suspension ring 21 are fixed on transverse and longitudinal back cord 5.It is logical
Cross on template steel framework and add the mobile problem of suspension ring and castor solution steel framework wooden model, independent of the use of tower crane, improve week
Transfer efficient.
The quantity of the reinforcing plate 20 is two.
The spacing of adjacent two positioning hole 8 is 50mm.
In use, panel is fixed on template steel framework by nailing, then by the first adjacent template 1 and the second template
2 are connected by mobile latch fitting, square frame are assembled into, for pouring into a mould concrete column.
On fixing steel plate 7 every spacing 50mm set a positioning hole 8, can according to corresponding to required section selection positioning hole 8
Pair cross-section enters line translation.Compared with traditional steel framework wooden model, it can be assembled within the specific limits according to column cross-section size difference,
Realize the lasting turnover of template.
The present embodiment may move variable cross-section steel framework wooden model, and relatively conventional template is because its overall rigidity is high, splicing is tight, adds
Gu the features such as mode is firm effectively avoid traditional wooden model be easy to rise mould, spillage the shortcomings of, on the premise of fully vibrating, ensure
The planarization of concrete appearance, presentation quality is obtained overall lifting, possess integral rigidity height, coagulation compared with traditional plank sheathing
The features such as earth forming effect is good, the number of turnover is more；Compared with all-steel mold plate, assembling is simple and convenient quick, there is mobile device, has enough to meet the need
Process is without using tower crane.
The present embodiment of table 1 may move variable cross-section steel framework wooden model and traditional wooden model Efficiency Comparison table
Framed column template below 5 meters of in the market installs 39 yuan/㎡, the removable variable cross-section steel framework wooden model, assembling mode side
Just it is quick, it is only necessary to which that 2 people can complete to install, and installation unit price drops to 25 Yuan/㎡, saves 14 Yuan/㎡.
Part is not described in detail for the utility model, is the known technology of those skilled in the art of the present technique.Finally illustrate, with
Upper embodiment is only to illustrate the technical solution of the utility model and unrestricted, although with reference to preferred embodiment to the utility model
It is described in detail, it will be understood by those within the art that, the technical solution of the utility model can be repaiied
Change or equivalent substitution, without departing from the objective and scope of technical solutions of the utility model, it all should cover in the utility model
Right among.
Claims (8)
1. a kind of removable variable cross-section steel framework wooden model, it is characterized in that：Including flat by two pieces of first templates be arrangeding in parallel and two pieces
The square frame that the second template split that row is set is formed, moved between adjacent the first template and the second template by several
Dynamic latch fitting is connected, and every piece of template includes form surfacing and the template steel framework located at the form surfacing back side, and template steel framework is by positioned at mould
The frame back cord of plate face plate surrounding and the transverse and longitudinal back cord intersected in frame back cord are formed.
2. removable variable cross-section steel framework wooden model according to claim 1, it is characterized in that：The mobile latch fitting includes being located at institute
State the positioning back cord in template and horizontal located at every piece of template with the fastener that is engaged of positioning back cord, the positioning back cord
In back cord, every group of positioning back cord includes two horizontally disposed shaped steel, and level is installed with a fixing steel plate between two shaped steel, fixed
Several positioning holes are uniformly provided with the steel plate of position, the fastener includes an abutment plate, a card is installed with the side of abutment plate
Plate, an anchorage bar is installed with the opposite side of abutment plate, the abutment plate of fastener is resisted against on the form surfacing of the first template, tightly
Gu bar sequentially pass through the form surfacing of the first template, the first template the form surfacing back side fixing steel plate on positioning hole after with
One fastening nut is connected, and one end of the clamp extends outward a reinforcing body, and the side close to abutment plate on reinforcing body is set
There is a buckling groove, the buckling groove is connected on the fixing steel plate of the second template.
3. removable variable cross-section steel framework wooden model according to claim 1, it is characterized in that：Four drift angles in square frame
Place is vertical respectively to be provided with a chamfering bar, and the chamfering bar includes the first flanging and the second flanging for being mutually angle, the first flanging
Both ends are born against on the form surfacing of the first template and the second template, and the outer end of the second flanging is located in the first template and
The intersection of two templates.
4. removable variable cross-section steel framework wooden model according to claim 1, it is characterized in that：One is respectively equipped with every piece of template
Individual or two moving wheel carriers, each moving wheel carrier include a vehicle frame being spliced into by steel pipe, and the side of vehicle frame is fixedly arranged in template,
It is connected after the steel pipe that one screw rod being vertically arranged is thread through on vehicle frame from the top down with a castor, one is provided with the top of screw rod
Handle.
5. removable variable cross-section steel framework wooden model according to claim 1, it is characterized in that：One or several formwork steels wherein
Frame is provided with suspension ring, and the suspension ring are fixed on transverse and longitudinal back cord.
6. removable variable cross-section steel framework wooden model according to claim 2, it is characterized in that：It is provided between abutment plate and clamp
Several reinforcing plates.
7. removable variable cross-section steel framework wooden model according to claim 2, it is characterized in that：The spacing of adjacent two positioning hole is
50mm。
8. removable variable cross-section steel framework wooden model according to claim 6, it is characterized in that：The quantity of the reinforcing plate is two
It is individual.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720559858.0U CN206829610U (en) | 2017-05-18 | 2017-05-18 | A kind of removable variable cross-section steel framework wooden model |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720559858.0U CN206829610U (en) | 2017-05-18 | 2017-05-18 | A kind of removable variable cross-section steel framework wooden model |
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| Publication Number | Publication Date |
|---|---|
| CN206829610U true CN206829610U (en) | 2018-01-02 |
Family
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201720559858.0U Expired - Fee Related CN206829610U (en) | 2017-05-18 | 2017-05-18 | A kind of removable variable cross-section steel framework wooden model |
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| Country | Link |
|---|---|
| CN (1) | CN206829610U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108286334A (en) * | 2018-04-17 | 2018-07-17 | 无锡奇建金属制品有限公司 | A kind of adjustable cylinder and walls concrete template system |
| CN109930821A (en) * | 2019-04-26 | 2019-06-25 | 岳鹏 | Cylindrical frame structure mould |
-
2017
- 2017-05-18 CN CN201720559858.0U patent/CN206829610U/en not_active Expired - Fee Related
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108286334A (en) * | 2018-04-17 | 2018-07-17 | 无锡奇建金属制品有限公司 | A kind of adjustable cylinder and walls concrete template system |
| CN109930821A (en) * | 2019-04-26 | 2019-06-25 | 岳鹏 | Cylindrical frame structure mould |
| CN109930821B (en) * | 2019-04-26 | 2024-05-07 | 岳鹏 | Columnar frame structure die |
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| 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: 20180102 |
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| CF01 | Termination of patent right due to non-payment of annual fee |