CN201486133U - Reinforced concrete double-shear wall template - Google Patents
Reinforced concrete double-shear wall template Download PDFInfo
- Publication number
- CN201486133U CN201486133U CN200920165734XU CN200920165734U CN201486133U CN 201486133 U CN201486133 U CN 201486133U CN 200920165734X U CN200920165734X U CN 200920165734XU CN 200920165734 U CN200920165734 U CN 200920165734U CN 201486133 U CN201486133 U CN 201486133U
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- shear wall
- keel
- clamping plate
- vertical keel
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Abstract
The utility model relates to a reinforced concrete double-shear wall template. The double-shear wall comprises a first shear wall and a second shear wall; two sides of the first shear wall are symmetrically provided with a plurality of limit cushion blocks; a first nine-plywood and a second nine-plywood are arranged at two sides of the first shear wall respectively and are supported against the outer side of the limit cushion blocks; the outer sides of the first nine-plywood and the second nine-plywood are provided with a first vertical keel and a second vertical keel respectively; the outer sides of the first vertical keel and the second vertical keel are provided with a first horizontal keel and a second horizontal keel respectively; a plurality of through bolts run through the limit cushion blocks of the first shear wall, the first nine-plywood and the second nine-plywood; and a plurality of first anchors are arranged at two ends of the through bolts to anchor the first vertical keel, the second vertical keel, the first horizontal keel and the second horizontal keel.
Description
Technical field
The utility model relates to place, building shrinkage joint Reinforced Concrete Double shear wall formwork, is the double shear wall form that is used for reinforcing bar binding, formwork and the casting and compacting of concrete of place, building shrinkage joint Reinforced Concrete Double shear wall.
Background technology
Conventional place, shrinkage joint, during the construction of double shear wall, often two walls water simultaneously smashes concrete, its template system design internal mold is a wooden model, at the place, shrinkage joint, fill out with seam with wide plastic foamboard, fix with spacing cushion block, again two walls while disturbing concrete.
The method requires two wall concrete to water simultaneously to smash difficulty bigger, if a side wall concrete is higher than opposite side, then because concrete lateral pressure will be stitched the inner foam plastics and is extruded into opposite side, causes mass defects such as walls concrete positioning, spillage.
Summary of the invention
In order to overcome shortcomings such as the easy positioning of walls concrete, spillage in the above-mentioned background technology, the utility model provides place, a kind of building shrinkage joint Reinforced Concrete Double shear wall formwork.Adopting this template, then is earlier that a side concrete wall body construction is good, puts plastic foamboard again, puts the inner formword of other side again, and then Screw arbor with nut at both-ends is fixed, and pouring concrete has more so just guaranteed the quality of double shear wall.
A kind of Reinforced Concrete Double shear wall formwork, this double shear wall comprises first shear wall and second shear wall, wherein, this first shear wall bilateral symmetry is provided with a plurality of spacing cushion blocks, the one or nine clamping plate and the two or nine clamping plate are located at this first shear wall both sides respectively, be butted on the described spacing cushion block outside, the one or nine clamping plate and the two or the nine clamping plate outside are respectively equipped with the first vertical keel and the second vertical keel, these the first vertical keel and the second vertical keel outside are respectively equipped with the first horizontal keel and the second horizontal keel, many to wearing spacing cushion block and described the one the second nine clamping plate that bolt passes this first shear wall, a plurality of first ground tackles are arranged in described to wearing the two ends of bolt, with the described the one the second vertical keel and the one the second horizontal keel anchorings.
Also comprise plastic foamboard, be located between this first shear wall and second shear wall.
This second shear wall bilateral symmetry is provided with a plurality of spacing cushion blocks, this double shear wall form also comprises three nine-day periods after the winter solstice clamping plate, these three nine-day periods after the winter solstice clamping plate are butted on the described spacing cushion block in this second shear wall outside, this three nine-day periods after the winter solstice clamping plate outside is provided with the 3rd vertical keel, the 3rd vertical keel outside is provided with the 3rd horizontal keel, describedly also pass the described spacing cushion block of this second shear wall and these three nine-day periods after the winter solstice clamping plate to wearing bolt, by a plurality of second ground tackles with the described the 3rd vertical keel and the 3rd horizontal keel anchoring.
Described vertical keel and horizontal keel all adopt steel pipe.
Describedly be arranged with pvc pipe on the bolt to wearing.
A kind of Reinforced Concrete Double shear wall formwork of the present utility model adopts technique scheme, makes not positioning of walls concrete, spillage not, has reached the useful technique effect that has guaranteed double shear wall quality.
Description of drawings
Fig. 1 is the vertical view of double shear wall form first shear wall part;
Fig. 2 is the sectional drawing of double shear wall form first shear wall part;
Fig. 3 is the partial enlarged drawing of Fig. 2;
Fig. 4 is the sectional drawing of double shear wall form second shear wall part;
Fig. 5 is the partial enlarged drawing of Fig. 4.
The specific embodiment
For shape of the present utility model, structure and characteristics can be understood better, below will enumerate preferred embodiment and also be elaborated in conjunction with the accompanying drawings.
Fig. 1,2,3 is the schematic diagram of the utility model double shear wall form first shear wall part, and as shown in the figure, first shear wall 14 comprises parallel steel bar stress 17 and is arranged in distributing bar 18 between the steel bar stress 17.A plurality of spacing cushion block 5 is symmetrical to be arranged on the steel bar stress 17 of first shear wall, 14 both sides.
The one or nine clamping plate 1 and the two or nine clamping plate 2 are divided into first shear wall, 14 both sides, push against spacing cushion block 5 outsides.The outside of the one the second nine clamping plate is respectively equipped with the first vertical keel 3 and the second vertical keel 4.The one the second vertical keel outsides are respectively equipped with the first horizontal keel 8 and the second horizontal keel 9.Many to wearing spacing cushion block 5 and two nine clamping plate that bolt 16 passes first shear wall, by to wearing the first vertical keel 3 and second vertical keel 4 anchorings with both sides of first ground tackle 6 that bolt 16 two ends wear.The one the second horizontal keel are also by being strained and fixed to wearing bolt 16.
Also leave longer part to wearing bolt 16 after passing first shear wall 14, can wait until in the next step 15 constructions of second shear wall and use.Be arranged with pvc pipe 7 to wearing bolt 16 on the part between two nine clamping plate, the concrete grout when avoiding constructing directly contact guarantees that to wearing bolt 16 construction finishes the back and can be easy to extract to wearing bolt 16 in shear wall.
After the template of first shear wall, 14 parts is finished, can carry out the casting and compacting of concrete of first shear wall 14.14 constructions of first shear wall are promptly removed horizontal keel, vertical keel and nine clamping plate after finishing and reaching the form removal requirement.Then plastic foamboard 10 is passed and insert, be close to first shear wall 14 wearing bolt 16.The width of plastic foamboard 10 promptly is equivalent to the width at the shrinkage joint of desire formation, to form certain shrinkage joint between two shear walls.Carrying out the reinforcing bar binding and the spacing cushion block of second shear wall 15 afterwards installs.
Fig. 4,5 is the template schematic diagram of second shear wall 15, and second shear wall 15 is identical with first shear wall 14, also is to be made of steel bar stress 17 and distributing bar 18, and bilateral symmetry is provided with a plurality of spacing cushion blocks 5 on the steel bar stress 17.Three nine-day periods after the winter solstice clamping plate 11 are butted on outside the spacing cushion block 5 that is positioned at second shear wall, 15 outsides.Three nine-day periods after the winter solstice clamping plate 11 outsides are provided with the 3rd vertical keel 12, the three vertical keel 12 and are provided with the 3rd horizontal keel.Pass first shear wall 14 to wearing bolt 16, pass the spacing cushion block 5 and three nine-day periods after the winter solstice clamping plate 11 of second shear wall 15 after, by second ground tackle 19 with the 3rd vertical keel 12 and the 3rd horizontal keel anchoring.Be arranged with pvc pipe equally to wearing the part that bolt 16 is located in second shear wall, 15 templates.Horizontal keel in the present embodiment all adopt steel pipe to make with vertical keel.
After the template assembling of second shear wall, 15 parts is finished, second shear wall 15 is carried out casting and compacting of concrete.After treating that 15 constructions of second shear wall are finished, can remove the template of second shear wall, 15 parts, and will from shear wall, extract out, finish the construction of double shear wall wearing bolt 16.
More than be illustrative to description of the present utility model; and it is nonrestrictive; those skilled in the art is understood, and can carry out many modifications, variation or equivalence to it within spirit that claim limits and scope, but they will fall in the protection domain of the present utility model all.
Claims (5)
1. Reinforced Concrete Double shear wall formwork, this double shear wall comprises first shear wall and second shear wall, it is characterized in that, this first shear wall bilateral symmetry is provided with a plurality of spacing cushion blocks, the one or nine clamping plate and the two or nine clamping plate are located at this first shear wall both sides respectively, be butted on the described spacing cushion block outside, the one or nine clamping plate and the two or the nine clamping plate outside are respectively equipped with the first vertical keel and the second vertical keel, these the first vertical keel and the second vertical keel outside are respectively equipped with the first horizontal keel and the second horizontal keel, many to wearing spacing cushion block and described the one the second nine clamping plate that bolt passes this first shear wall, a plurality of first ground tackles are arranged in described to wearing the two ends of bolt, with the described the one the second vertical keel and the one the second horizontal keel anchorings.
2. double shear wall form as claimed in claim 1 is characterized in that, also comprises plastic foamboard, is located between this first shear wall and second shear wall.
3. double shear wall form as claimed in claim 2, it is characterized in that, this second shear wall bilateral symmetry is provided with a plurality of spacing cushion blocks, this double shear wall form also comprises three nine-day periods after the winter solstice clamping plate, these three nine-day periods after the winter solstice clamping plate are butted on the described spacing cushion block in this second shear wall outside, this three nine-day periods after the winter solstice clamping plate outside is provided with the 3rd vertical keel, the 3rd vertical keel outside is provided with the 3rd horizontal keel, describedly also pass the described spacing cushion block of this second shear wall and these three nine-day periods after the winter solstice clamping plate to wearing bolt, by a plurality of second ground tackles with the described the 3rd vertical keel and the 3rd horizontal keel anchoring.
4. double shear wall form as claimed in claim 3 is characterized in that, described vertical keel and horizontal keel all adopt steel pipe.
5. as claim 1 or 3 described double shear wall forms, it is characterized in that, describedly be arranged with pvc pipe on the bolt wearing.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN200920165734XU CN201486133U (en) | 2009-07-17 | 2009-07-17 | Reinforced concrete double-shear wall template |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN200920165734XU CN201486133U (en) | 2009-07-17 | 2009-07-17 | Reinforced concrete double-shear wall template |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN201486133U true CN201486133U (en) | 2010-05-26 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN200920165734XU Expired - Lifetime CN201486133U (en) | 2009-07-17 | 2009-07-17 | Reinforced concrete double-shear wall template |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN201486133U (en) |
Cited By (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102720353A (en) * | 2012-05-17 | 2012-10-10 | 中建三局第二建设工程有限责任公司 | Post-construction one-side shear wall formwork for settlement joint of tower and construction method |
| CN102943564A (en) * | 2012-10-23 | 2013-02-27 | 中国华冶科工集团有限公司 | Flexible concrete rabbet connecting construction method |
| CN103114717A (en) * | 2013-03-14 | 2013-05-22 | 青岛博海建设集团有限公司 | Formwork system of shear walls at two sides of extensible seam |
| CN104695708A (en) * | 2015-02-17 | 2015-06-10 | 天津二十冶建设有限公司 | Construction method for expansion joint formwork erection in narrow space of high-rise building external wall |
| CN105201082A (en) * | 2015-10-10 | 2015-12-30 | 中建二局第二建筑工程有限公司 | Construction method of expansion joint shape setting formwork |
| CN108612316A (en) * | 2018-05-24 | 2018-10-02 | 中国二十冶集团有限公司 | A method of control template installs straight degree |
| CN109989506A (en) * | 2019-05-20 | 2019-07-09 | 中信国安建工集团有限公司 | A kind of reinforced concrete shear wall and its construction method |
| CN114458006A (en) * | 2022-01-25 | 2022-05-10 | 中国一冶集团有限公司 | Cast in situ concrete wallboard steel bar formwork fixed knot constructs |
-
2009
- 2009-07-17 CN CN200920165734XU patent/CN201486133U/en not_active Expired - Lifetime
Cited By (10)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102720353A (en) * | 2012-05-17 | 2012-10-10 | 中建三局第二建设工程有限责任公司 | Post-construction one-side shear wall formwork for settlement joint of tower and construction method |
| CN102943564A (en) * | 2012-10-23 | 2013-02-27 | 中国华冶科工集团有限公司 | Flexible concrete rabbet connecting construction method |
| CN103114717A (en) * | 2013-03-14 | 2013-05-22 | 青岛博海建设集团有限公司 | Formwork system of shear walls at two sides of extensible seam |
| CN103114717B (en) * | 2013-03-14 | 2015-12-02 | 青岛博海建设集团有限公司 | A kind of both sides, shrinkage joint shear wall formwork system |
| CN104695708A (en) * | 2015-02-17 | 2015-06-10 | 天津二十冶建设有限公司 | Construction method for expansion joint formwork erection in narrow space of high-rise building external wall |
| CN105201082A (en) * | 2015-10-10 | 2015-12-30 | 中建二局第二建筑工程有限公司 | Construction method of expansion joint shape setting formwork |
| CN108612316A (en) * | 2018-05-24 | 2018-10-02 | 中国二十冶集团有限公司 | A method of control template installs straight degree |
| CN109989506A (en) * | 2019-05-20 | 2019-07-09 | 中信国安建工集团有限公司 | A kind of reinforced concrete shear wall and its construction method |
| CN109989506B (en) * | 2019-05-20 | 2020-06-02 | 中信国安建工集团有限公司 | Construction equipment and construction method for reinforced concrete shear wall |
| CN114458006A (en) * | 2022-01-25 | 2022-05-10 | 中国一冶集团有限公司 | Cast in situ concrete wallboard steel bar formwork fixed knot constructs |
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Legal Events
| Date | Code | Title | Description |
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| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| CX01 | Expiry of patent term | ||
| CX01 | Expiry of patent term |
Granted publication date: 20100526 |