CN201486143U - Multifunctional wall column formwork plastic top bracing device - Google Patents
Multifunctional wall column formwork plastic top bracing device Download PDFInfo
- Publication number
- CN201486143U CN201486143U CN2009201715311U CN200920171531U CN201486143U CN 201486143 U CN201486143 U CN 201486143U CN 2009201715311 U CN2009201715311 U CN 2009201715311U CN 200920171531 U CN200920171531 U CN 200920171531U CN 201486143 U CN201486143 U CN 201486143U
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- CN
- China
- Prior art keywords
- wall column
- plastic
- column formwork
- plastic bushing
- top cap
- 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
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- Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)
Abstract
The utility model relates to a multifunctional wall column formwork plastic top bracing device comprising a plastic casing (1) and a plastic casing top cap (2), wherein an adjustable screw (3) passes through the plastic casing (1), and the casing top cap is connected with the end part of the plastic casing (1). After a wall column formwork is molded, the adjustable screw (3) is fastened to form a wall column formwork system. The multifunctional wall column formwork plastic top bracing device has the significant functions of low cost, good practicality and high efficiency, and convenient installation, saves a large number of reinforcing steel bars, improves the construction efficiency, reduces labor, achieves good effect in preventing pulp fluid, and improves the project quality.
Description
Technical field
It is stable that the utility model relates to a kind of assurance wall column formwork system, guarantees the utility model instrument of concrete pouring quality and enhancing concrete impression, relates in particular to a kind of multi-functional wall column formwork plastic top support arrangement.
Background technology
Mostly be frame structure in the Modern Residence building structure design, as load-carrying members, replaced setting up the structure of load bearing wall in inside configuration with shear wall cylindricality formula.Therefore, shear wall formwork is comparatively general.But owing to after the defective on the formwork system makes shear wall concreting, produce the irregular situation of metope, and a major defect of shear wall formwork is that the shear wall formwork inner support is imperfect.Many quick-fried mould appears when preventing concreting when building the architectural shear wall formwork of frame structure, the workman can tighten the Screw arbor with nut at both-ends of metope with strength, because the fastening degree varies sample of each screw rod, the wide size of shear wall that produces each screw rod position differs, cause the metope out-of-flatness of the intact back of concreting, the architecture quality sense organ is produced very big influence.Be anti-generation of planting situation here, many projects under construction can be used the bar dowel head to shore as the shear wall internal mold rough phenomenon to occur after the template depression makes metope concreting when preventing to tighten screw rod.But be to use reinforcing bar to shore the very big defective of existence: to waste reinforcing bar in a large number, and add the cost that trade union gives increases project greatly when the workman uses raw material of reinforcement rebar; The workman can make broken end sharp when blocking reinforcing bar, steel bar end might occur and hammer into template and cause the reinforcing bar inner support inoperative when tightening template; The bar dowel head is difficult for putting into template, also must electric welding on shear force wall reinforcing steel bar, greatly increase labor cost.
The utility model content
Technical problem to be solved in the utility model provides a kind of multi-functional wall column formwork plastic top support arrangement, has overcome the shortcoming of above-mentioned prior art.
Technical problem to be solved in the utility model is achieved through the following technical solutions:
A kind of multi-functional wall column formwork plastic top support arrangement is characterized in that: comprise plastic bushing, plastic bushing top cap, adjusting screw; Described adjusting screw is with plastic bushing outward, and described sleeve pipe top cap is connected with the plastic bushing end.
Described plastic bushing two ends are connected with sleeve pipe top cap respectively; Described sleeve pipe top cap is trapezoidal round platform, and diameter is connected with plastic bushing than small end; Cap diameter bigger end in described plastic bushing top is connected with the wall column template.
Described adjusting screw two ends are connected with wooden a tree, used in making timber for boats and hold-down nut.
Described plastic bushing is the PVC plastic pipe, and length can be made to be fit to the structure formwork of different wall thicknesses according to shear wall thickness.Sleeve pipe top cap is the trapezoidal round platform of PVC plastic material, and diameter can be connected with plastic bushing than small end, and the bigger end of diameter is as the template end face, and its center hollow is so that screw rod penetrates.
Described Screw arbor with nut at both-ends is the adjustable screw mandrel that common formwork is used, and passes plastic bushing, and two ends folders is established wooden a tree, used in making timber for boats and gone up jack panel, makes plastics shore effect as template inner support top lifting hold mode plate.The effect of Screw arbor with nut at both-ends is to prevent that template from making template swell laterally when concreting and quick-fried mould phenomenon occurring.
The utlity model has following advantage:
The utility model installation cost is cheap, saves a large amount of reinforcing bars; Practicality and high efficiency, easy for installation, be easy to construction, improve efficiency of construction, reduce the labour; Anti-fluid stopping slurry is played good result, make shear wall concrete surface planeness fabulous, workmanship is improved.
Description of drawings
Fig. 1 is the multi-functional wall column formwork of a utility model plastic top support arrangement schematic diagram
The specific embodiment
Multi-functional as shown in Figure 1 wall column formwork plastic top support arrangement, comprise plastic bushing 1, sleeve pipe top cap 2, be with plastic bushing 1 outside the adjusting screw 3, sleeve pipe top cap 2 is connected with plastic bushing 1 end, behind the wall column template 4 envelope moulds adjusting screw 3 is tightened, formed the wall column formwork system.
Wall column template screw hole hole footpath is less than cap 2 apertures, sleeve pipe top, and plastic bushing 1 length is consistent with wall column width after concrete is finished.Adjusting screw 3 is connected with wall column template 4 lateral surfaces wood a tree, used in making timber for boats 5 and tightens with nut 6.
Wall column template 4 has been bored the eyelet of adjusting screw 3 by the requirement of formwork erection scheme spacing, installs perpend wall column template 4, and plastic bushing 1 is connected with plastic bushing top cap 2.
Plastic bushing 1 is linked to be integral body with plastic bushing top cap 2, and plastic bushing top cap 2 is pasted on the screw rod hole that has bored on the perpend wall column template 4, hole and plastic bushing 1 hole aligning.
Perpend wall column template 4 has installed and has finished, and adjusting screw 3 penetrates plastic bushing 1, and another side wall column template 4 has been bored adjusting screw 3 holes by the scheme prescribed distance.Adjusting screw 3 holes of another side wall column template 4 bore.Install this face die plate, align with the plastic bushing that pastes 1 of the wall column template 4 that installs in advance.Adjusting screw 3 passes wall column template 4 and establishes wooden a tree, used in making timber for boats piece and fastening nut on wooden a tree, used in making timber for boats with plastic bushing 1 two ends folder.
Two sides wall column template 4 has totally 6 of plastic bushings 1, and there is respectively one on plastic bushing top cap 2 at plastic bushing 1 two ends; Described plastic bushing length can be by the random severing of wall thickness size.
During form of construction work, at first shear wall formwork is prepared, and hole on template by formwork scheme prescribed distance, this hole is for wearing the Screw arbor with nut at both-ends hole, and the aperture is consistent with plastic bushing 1.Wait to have bored behind the hole that plastic bushing 1 to be cut into length consistent with the shear wall width, then at an end mounting sleeve top cap 2 of plastic bushing 1, termination with this connector, one end of top cap sticks on the hole of wearing Screw arbor with nut at both-ends of the template that has prepared, and this hole is consistent with the hole location of plastic bushing 1.Install this shear wall formwork then, install the shear wall mounted split pattern earlier, the other end with these plastic bushings is connected to above the other end of plastic bushing 1 again.Then prepare another single face shear wall formwork, this shear wall formwork also must be by the hole jewel hole on the side template that installs in advance, and pull bar hole spacing also should be consistent.The hole of the hole aligning plastic bushing 1 of this face die plate is installed, made template hole and sleeve pipe on same straight line.At last Screw arbor with nut at both-ends 3 is pierced into plastics hole and template hole, and tighten wooden a tree, used in making timber for boats and nut, at this moment just in the middle of two templates, the top crown at two ends is lived the template inboard, works the effect of shoring for plastic bushing 1 and plastic bushing top cap 2.
Claims (5)
1. a multi-functional wall column formwork plastic top support arrangement is characterized in that: comprise plastic bushing (1), sleeve pipe top cap (2), adjusting screw (3); Described adjusting screw (3) is outer to be with plastic bushing (1), and described sleeve pipe top cap (2) is connected with plastic bushing (1) end.
2. multi-functional wall column formwork plastic top support arrangement as claimed in claim 1, it is characterized in that: described plastic bushing (1) two ends are connected with sleeve pipe top cap (2) respectively.
3. multi-functional wall column formwork plastic top support arrangement as claimed in claim 1, it is characterized in that: described sleeve pipe top cap (2) is trapezoidal round platform, and diameter is connected with plastic bushing (1) than small end.
4. multi-functional wall column formwork plastic top support arrangement as claimed in claim 1, it is characterized in that: the bigger end of described sleeve pipe top cap (2) diameter is connected with wall column template (4).
5. multi-functional wall column formwork plastic top support arrangement as claimed in claim 1, it is characterized in that: described adjusting screw (3) two ends are connected with wooden a tree, used in making timber for boats (5) and hold-down nut (6).
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN2009201715311U CN201486143U (en) | 2009-08-21 | 2009-08-21 | Multifunctional wall column formwork plastic top bracing device |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN2009201715311U CN201486143U (en) | 2009-08-21 | 2009-08-21 | Multifunctional wall column formwork plastic top bracing device |
Publications (1)
Publication Number | Publication Date |
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CN201486143U true CN201486143U (en) | 2010-05-26 |
Family
ID=42425028
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
CN2009201715311U Expired - Fee Related CN201486143U (en) | 2009-08-21 | 2009-08-21 | Multifunctional wall column formwork plastic top bracing device |
Country Status (1)
Country | Link |
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CN (1) | CN201486143U (en) |
Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN107724677A (en) * | 2017-10-18 | 2018-02-23 | 宁波建工工程集团有限公司 | Steel bar template positioning constructing structure and its construction method in reinforced concrete member |
CN111088761A (en) * | 2019-12-31 | 2020-05-01 | 广东冠粤路桥有限公司 | Sliding type template system for cast-in-situ box culvert |
-
2009
- 2009-08-21 CN CN2009201715311U patent/CN201486143U/en not_active Expired - Fee Related
Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN107724677A (en) * | 2017-10-18 | 2018-02-23 | 宁波建工工程集团有限公司 | Steel bar template positioning constructing structure and its construction method in reinforced concrete member |
CN111088761A (en) * | 2019-12-31 | 2020-05-01 | 广东冠粤路桥有限公司 | Sliding type template system for cast-in-situ box culvert |
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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: 20100526 Termination date: 20180821 |
|
CF01 | Termination of patent right due to non-payment of annual fee |