CN205777483U - A kind of drawing template of shear wall - Google Patents
A kind of drawing template of shear wall Download PDFInfo
- Publication number
- CN205777483U CN205777483U CN201620477452.3U CN201620477452U CN205777483U CN 205777483 U CN205777483 U CN 205777483U CN 201620477452 U CN201620477452 U CN 201620477452U CN 205777483 U CN205777483 U CN 205777483U
- Authority
- CN
- China
- Prior art keywords
- template
- wood
- shear wall
- lumps
- track
- 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.)
- Active
Links
Abstract
The utility model discloses a kind of drawing template of shear wall, including the first template, the first template is provided with track, and the first template both sides are provided with the second template, and the second template moves along track, and the second template stretches out expansion, the length of the entirety that extended.It is adapted to the shear wall construction needs of different length, decreases making and the assembling process of nonstandard template, can reuse, save substantial amounts of material, improve total presentation quality, improve efficiency of construction.
Description
Technical field
This utility model relates to technical field of building construction, is specifically related to a kind of drawing template of shear wall.
Background technology
In architectural engineering main structure construction over the years, being to use scattered formwork of spelling to carry out pouring of shear wall, reinforcing bar binding is complete in the past
Cheng Hou, places cushion block, then surveying setting-out, and template is assembled according to pay-out rule little progress row, subsequently with flitch, and steel pipe or channel-section steel
Etc. being fixed support, the first formwork time is long, and form removal difficulty is big, causes template and lumps of wood waste is serious, and in template
When carrying out assembly, piece imprecision can be caused, during construction, cause spillage；Fixed system is unstable, easily causes quick-fried mould during construction,
Cause whole wall plane second-rate.
In current construction technology, similar approach has " shear wall wooden frame high-strength fixed form combination shuttering construction method " patent No.
201210207235.9, the steps include: one, stencil design and configuration；Two, surveying setting-out；Three, preparation is installed；Four, sizing
Model sheetinstallat；Five, form removal, clear up, stack.The present invention uses combination typified form to construct, and by horizontal keel pair
Template is reinforced, thus reduces the cross section deviation of concrete, and can improve concrete construction quality and Surface Quality of Concrete,
Loss can be reduced, reduces labor intensity by material simultaneously, cost-effective.But the method has some limitations, current house
In building shear wall construction, all there is certain difference in per pass shear wall size, executes so using the method construction to carry out shear wall
In man-hour, need the most extra assembly carrying out non-standard joint typified form, then according to size, installation form.Non-standard joint
Typified form assembly adds the workload of operating personnel；When non-standard joint and standard knot template assembly, easily cause template the most right
Together, whole shear wall poor flatness after form removal；After whole shear wall construction completes, non-standard joint existence differs and is continuing with surely
Probability, cause the waste in resource.
Summary of the invention
The technical problems to be solved in the utility model is, in view of the foregoing defects the prior art has, it is provided that a kind of shear wall draws
Stretch formula template, be adapted to the shear wall construction needs of different length, decrease making and the assembling process of nonstandard template, can weight
Multiple utilization, saves substantial amounts of material, improves total presentation quality, improve efficiency of construction.
This utility model be the technical scheme is that by the above-mentioned technical problem of solution
A kind of drawing template of shear wall, including the first template, the first template is provided with track, and the first template both sides are provided with second
Template, the second template moves along track, and the second template stretches out expansion, the length of the entirety that extended.
By such scheme, described first template being horizontally arranged with third party's wood, track is arranged on third party's wood, the second template
Being provided with connecting rod, connecting rod is provided with pulley, and connecting rod along slide, drives the second template movement by pulley.
By such scheme, described track includes straight rail and curved rails, and straight rail horizontal cross is arranged, the outboard end of straight rail and arc
Bend docks, and curved rails bends to the first template direction.
By such scheme, described curved rails is semicircle.
By such scheme, between the first template and the second template, it is provided with joint strip, prevents from the second template drawing process causes abrasion.
By such scheme, the first template is vertically provided with multiple first lumps of wood, the second template is vertically provided with second lumps of wood, first
The lumps of wood and second lumps of wood all play strengthens fixing effect.
By such scheme, the sectional dimension of described first lumps of wood and second lumps of wood is 40mm*60mm.
By such scheme, the first template is the most consistent with the height of the second template and thickness, and the first template and the second template thickness are equal
It is 10～15mm.
By such scheme, the sectional dimension of third party's wood is 40mm*60mm.
By such scheme, the pouring of the first template is additionally provided with pull bar on face, to pull bar two ends respectively with the template of shear wall both sides
Connect.
This utility model has the advantages that
1, by the second template additionally installed of the first template both sides in sizing, the second template move along track can regulate whole
The width of template, to adapt to the shear wall construction needs of different length, decreases making and the assembling process of nonstandard template, can weight
Multiple utilization, saves substantial amounts of material, improves total presentation quality, improve efficiency of construction.
When 2, making to extend outside the second template by the guiding of curved rails, have a displacement forward, thus make up the second template with
Alternate position spike before and after first template, fully deployed rear second template is in a plane with the first template, forms an entirety,
Improve pouring quality and the outward appearance of shear wall further.
Accompanying drawing explanation
Fig. 1 is the structural representation of the drawing template of this utility model shear wall；
Fig. 2 is the structural representation of this utility model track；
In figure, 1-the first template, 2-the second template, 3-joint strip, 4-first lumps of wood, 5-second lumps of wood, 6-batten, 7-steel nail,
8-third party's wood, 9-connecting rod, 10-pulley, 11-track, 12-is to pull bar.
Detailed description of the invention
With embodiment, this utility model is described in detail below in conjunction with the accompanying drawings.
With reference to shown in Fig. 1～Fig. 2, the drawing template of shear wall described in the utility model, including the first template 1, the first template
1 is provided with track 11, and the first template 1 both sides are provided with the second template 2, and the second template 2 moves along track 11, the second template 2
Stretch out expansion, the length of the entirety that extended；By the second template 2 additionally installed in the first template 1 both sides of sizing,
Second template 2 moves the width that can regulate whole template along track 11, to adapt to the shear wall construction needs of different length, subtracts
Lack making and the assembling process of nonstandard template, can reuse, save substantial amounts of material, improve total outward appearance matter
Amount, improves efficiency of construction.
Further, described first template 1 being horizontally arranged with third party's wood 8, track 11 is arranged on third party's wood 8, the
Two templates 2 are provided with connecting rod 9, and connecting rod 9 is provided with pulley 10, and connecting rod 9 is slided along track 11 by pulley 10,
The second template 2 is driven to move.
Further, third party's wood 8 numbers are 2, horizontally-parallel are arranged in the first template 1.
Further, described track 11 includes straight rail and curved rails, and straight rail horizontal cross is arranged, the outboard end of straight rail and arc
Bend docks, and curved rails bends to the first template 1 direction；When making to extend outside the second template 2 by the guiding of curved rails,
There is a displacement forward, thus make up the alternate position spike before and after the second template 2 and the first template 1, fully deployed rear second template
2 and first template 1 be in a plane, form an entirety, improve pouring quality and the outward appearance of shear wall further.
Further, described curved rails is semicircle.
Further, between the first template 1 and the second template 2, it is provided with joint strip 3, prevents from the second template 2 drawing process causes
Abrasion.
Further, the first template 1 is vertically provided with multiple first lumps of wood 4, the second template 2 is vertically provided with second lumps of wood 5,
First lumps of wood 4 and second lumps of wood 5 all play strengthens fixing effect.
Further, first lumps of wood 4 and second lumps of wood 5 stupefied are respectively arranged in the first template 1 and the second template 2 as secondary,
First lumps of wood 4 number is 3.
Further, track 11 is connected fixing by first lumps of wood 4 with the first template 1.
Further, outboard end and second lumps of wood 5 of connecting rod 9 connect, and the medial extremity of connecting rod 9 passes through pulley 10 and track
11 docking.
Further, the sectional dimension of described first lumps of wood 4 and second lumps of wood 5 is 40mm*60mm.
Further, the first template 1 is the most consistent with the height of the second template 2 and thickness, and material used is the most identical, the first mould
Plate 1 and the second template 2 thickness are 12mm, and the width of the second template 2 is 20～30mm.
Further, the sectional dimension of third party's wood 8 is 40mm*60mm.
Further, the pouring of the first template 1 is additionally provided with pull bar 12 on face, to pull bar 12 two ends respectively with shear wall both sides
Template connect, play reinforcement effect, by while the pulling force of pull bar 12 two ends act on, it is possible to make shear wall two side template be subject to
To pulling force cancel out each other a part.
Further, first lumps of wood 4, second lumps of wood 5, batten 6, third party's wood 8, connecting rod 9 and to pull bar 12 between
It is connected with each other all to be connected by steel nail 7 and fixes.
In an embodiment of the present utility model, workflow of the present utility model:
The drawing template of shear wall described in the utility model, including first lumps of wood 4, second lumps of wood 5, third party's wood 8, first
Template the 1, second template 2, pulley 10, connecting rod 9, to pull bar 12, steel nail 7, joint strip 3, batten 6 and track 11,
One lumps of wood 4 and second lumps of wood 5 are secondary stupefied respectively as the first template 1 and the second template 2, reinforce in advance, at the first mould
In the middle of plate 1 adjacent two times stupefied (the most secondary stupefied refer to first lumps of wood 4) in the middle of fix third party's wood 8 up and down (in specific embodiment
Third party's wood 8 uses the lumps of wood of 40mm*60mm), then in third party's wood 8, offer track 11 in advance, cunning is installed simultaneously
Wheel 10 and connecting rod 9, carriage includes pulley 10, track 11, connecting rod 9, batten 6, third party's wood 8 and steel nail 7,
Batten 6 two ends are fixed by steel nail 7 be connected with second lumps of wood 5 and connecting rod 9 respectively, are provided with pulley 10 bottom connecting rod 9,
Pulley 10 level is in track 11, and connecting rod 9 is moved, finally by described shear wall by pulley 10 along track 11 path
Drawing model sheetinstallat on shear wall, formed shear wall side form, be bolted between every piece of template and template, by
The second template 2 that first template 1 both sides of sizing are additionally installed can regulate the width of whole template, is satisfied with different in width
Shear wall construction.
Concrete operation step is as follows:
Step 1) complete the pouring of first floor plate after, the wall column reinforcing bar of next layer of colligation；
Step 2) surveying setting-out, select the drawing template of shear wall being suitable for carry out shear wall formwork assembly, carry out gauge
During very little shear wall construction, described drawing template includes first template the 1, second template 2, joint strip 3, first lumps of wood 4, second
Flitch, batten 6, steel nail 7, third party's wood 8, connecting rod 9, pulley 10, track 11 and to pull bar 12, first at the first mould
Plate 1, followed by stupefied first lumps of wood 4 last time, then installs second template 2 and second lumps of wood 5 in first template 1 left and right sides,
Place joint strips 3 in the middle of two pieces of templates, prevent from drawing causing certain abrasion, the first template 1 below with steel nail 7 assembled its
His component (other components include batten 6, third party's wood 8, connecting rod 9, pulley 10 and track 11), is then carried out pull bar
12 or other measures reinforce, then mounting rail and plate reinforcing bar binding and formwork reinforcement, last casting concrete, and carry out maintenance.
Step 3) when carrying out off-standard size shear wall construction, it is also adopted by described drawing template and constructs, form class
Type is the same with standard knot, then in the first adjacent lumps of wood 4, fixes first lumps of wood 4 with steel nail 7 or other connectors
With third party's wood 8, then according to size, slotting, form track 11 on third party's wood 8, track 11 full-page proof is one and half
Circle and rectilinear(-al), then before and after batten 6, two ends are fixed with second lumps of wood 5 and connecting rod 9, and then pulley 10 keeps flat, card
Entering in track 11, be slightly less than track 11 size, when standard paragraphs is smaller in size than shear wall, operating personnel passes through pulley 10 by second
Template 2 stretches out, and when subsequently pulley 10 being proceeded to half-round curve by track 11 by straight line, the second template 2 is just with
One template 1 defines entirety, is in a plane, is then carrying out formwork reinforcement, last casting concrete, and supports
Protect.
Step 4) form removal time, the second template 2 is pulled out, returns on straight line by the semi-circular path of track 11, form the first mould
Plate 1 and the second template 2 are not in a plane, the second template 2 are pushed in, then then along track 11 straight line path
It is transported through, uses to lower floor, continue to repeat construction.
Above it is only preferred embodiment of the present utility model, certainly can not limit the interest field of this utility model with this,
Therefore the equivalence change made according to this utility model claim, still belongs to protection domain of the present utility model.
Claims (10)
1. the drawing template of shear wall, it is characterised in that include that the first template, the first template are provided with track, the first mould
Plate both sides are provided with the second template, and the second template moves along track, and the second template stretches out expansion, the length of the entirety that extended.
The drawing template of shear wall the most according to claim 1, it is characterised in that be horizontally arranged with in described first template
Third party's wood, track is arranged on third party's wood, and the second template is provided with connecting rod, and connecting rod is provided with pulley, and connecting rod is led to
Cross pulley along slide, drive the second template movement.
The drawing template of shear wall the most according to claim 2, it is characterised in that the sectional dimension of third party's wood is
40mm*60mm。
The drawing template of shear wall the most according to claim 1, it is characterised in that described track includes that straight rail and arc are bent
Rail, straight rail horizontal cross is arranged, and the outboard end of straight rail docks with curved rails, and curved rails bends to the first template direction.
The drawing template of shear wall the most according to claim 4, it is characterised in that described curved rails is semicircle.
The drawing template of shear wall the most according to claim 1, it is characterised in that set between the first template and the second template
There is joint strip, prevent from the second template drawing process causes abrasion.
The drawing template of shear wall the most according to claim 1, it is characterised in that be vertically provided with multiple in the first template
One lumps of wood, the second template is vertically provided with second lumps of wood, first lumps of wood and second lumps of wood and all plays the effect strengthening fixing.
The drawing template of shear wall the most according to claim 7, it is characterised in that described first lumps of wood and second lumps of wood
Sectional dimension is 40mm*60mm.
The drawing template of shear wall the most according to claim 1, it is characterised in that the first template and the height of the second template
The most consistent with thickness, the first template and the second template thickness are 10～15mm.
The drawing template of shear wall the most according to claim 1, it is characterised in that pouring of the first template also sets on face
Having pull bar, to pull bar two ends, template with shear wall both sides is connected respectively.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620477452.3U CN205777483U (en) | 2016-05-24 | 2016-05-24 | A kind of drawing template of shear wall |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620477452.3U CN205777483U (en) | 2016-05-24 | 2016-05-24 | A kind of drawing template of shear wall |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN205777483U true CN205777483U (en) | 2016-12-07 |
Family
ID=58112383
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201620477452.3U Active CN205777483U (en) | 2016-05-24 | 2016-05-24 | A kind of drawing template of shear wall |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN205777483U (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108385959A (en) * | 2018-02-06 | 2018-08-10 | 段学治 | A kind of cradle for constructional engineering structure and its installation method |
| CN110965765A (en) * | 2019-12-03 | 2020-04-07 | 西南交通建设集团股份有限公司 | Building template and building mold |
| CN111734123A (en) * | 2020-07-06 | 2020-10-02 | 江苏富盈汇林达建筑科技有限公司 | Aluminum alloy template for building |
-
2016
- 2016-05-24 CN CN201620477452.3U patent/CN205777483U/en active Active
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108385959A (en) * | 2018-02-06 | 2018-08-10 | 段学治 | A kind of cradle for constructional engineering structure and its installation method |
| CN110965765A (en) * | 2019-12-03 | 2020-04-07 | 西南交通建设集团股份有限公司 | Building template and building mold |
| CN111734123A (en) * | 2020-07-06 | 2020-10-02 | 江苏富盈汇林达建筑科技有限公司 | Aluminum alloy template for building |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN205777483U (en) | A kind of drawing template of shear wall | |
| CN105696789A (en) | Vertical aluminum mould building system and construction method thereof | |
| CN102182141B (en) | Longitudinal non-shearing-resistant T-shaped anti-pulling connecting piece and construction method thereof | |
| CN202706536U (en) | Lateral support formwork applied to post-cast strip or construction joint | |
| CN103774749A (en) | Large-span prestressed concrete F plate frame structure system | |
| CN104358577B (en) | A kind of tunnel lining trolley | |
| CN110439259A (en) | Fit structure and construction method between aluminum alloy pattern plate and plank sheathing | |
| CN205614823U (en) | Well beam bridge face plate steel rib ligature mould | |
| CN203878995U (en) | Side wall stair formwork | |
| CN102061806B (en) | Building template | |
| CN103225394B (en) | Big wood template construction method of indoor constructional engineering shear wall | |
| CN203640278U (en) | Stair construction die shelf | |
| CN201011127Y (en) | Suspended steel wood combined template | |
| CN206383280U (en) | Precast T-Beam wing plate framework of steel reinforcement molding bed rack | |
| CN204402042U (en) | A kind of early dismantling head being used as assembling construction formwork | |
| CN109296196A (en) | A kind of cylinder connect formwork reinforcement structure and its reinforcement means with shear wall | |
| CN204875544U (en) | T type roof beam pterygoid lamina reinforcing bar fetal membrane | |
| CN206942134U (en) | A kind of embedded stair template device | |
| CN202416855U (en) | Screw rod adjusting type rigid support seat supporting structure | |
| KR101407816B1 (en) | structure system using bar truss integrated asymmetry H-beam | |
| CN202467172U (en) | Steel support structure connected with floor steel beam web | |
| CN104831815A (en) | Beam side embedded part and installation method thereof | |
| CN205046843U (en) | Reinforcing apparatus's stair template of marking time in middle of installation | |
| CN207700216U (en) | Piping lane construction formwork system | |
| CN208250928U (en) | A kind of steel and wood composite template |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant |