CN104018666A - Shear wall template reinforcing device - Google Patents
Shear wall template reinforcing device Download PDFInfo
- Publication number
- CN104018666A CN104018666A CN201410198828.2A CN201410198828A CN104018666A CN 104018666 A CN104018666 A CN 104018666A CN 201410198828 A CN201410198828 A CN 201410198828A CN 104018666 A CN104018666 A CN 104018666A
- Authority
- CN
- China
- Prior art keywords
- steel pipe
- shear wall
- square
- adjusting steel
- bracing means
- 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.)
- Granted
Links
- 230000003014 reinforcing effect Effects 0.000 title abstract description 7
- 229910000831 Steel Inorganic materials 0.000 claims abstract description 30
- 239000010959 steel Substances 0.000 claims abstract description 30
- 238000009415 formwork Methods 0.000 claims description 20
- 238000010276 construction Methods 0.000 description 5
- 230000015572 biosynthetic process Effects 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 239000004744 fabric Substances 0.000 description 1
- 239000000463 material Substances 0.000 description 1
- 238000000034 method Methods 0.000 description 1
- 230000002787 reinforcement Effects 0.000 description 1
- 230000035939 shock Effects 0.000 description 1
Landscapes
- Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)
Abstract
The invention discloses a shear wall template reinforcing device which comprises a main keel and an adjusting steel pipe, wherein the main keel is of a U structure, the width of both sides is larger than that of the bottom, two connecting sleeves are fixed at the bottom of the main keel and arranged on both lateral sides of the bottom of the main keel respectively, and the bottoms of the connecting sleeves are connected with branch templates; and the adjusting steel pipe is arranged between the two connecting sleeves, mounting holes are formed between the connecting sleeves and the adjusting steel pipe symmetrically, pull rods are arranged in the mounting holes, the bottom of the adjusting steel pipe is of a hollow structure, the outer side of the bottom of the adjusting steel pipe is flushed with the branch templates, secondary keels are mounted near the lower surfaces of both ends of the branch templates and are of an L structure, the short sides extend outwards, and an L-square is arranged between the two secondary keels. The shear wall template reinforcing device is convenient to accurately position, capable of effectively solving the problem that a template on the outer side of a shear wall cannot be set and reinforced, convenient to set and install, simple in operation, and is easy to control accuracy and reduces labor intensity.
Description
Technical field
The present invention relates to a kind of bracing means, particularly a kind of shear wall formwork bracing means.
Background technology
In the work progress of construction work, the Structural Tectonics such as shrinkage joint and settlement joint are applied very extensive in heavy construction.Flourish along with building trade, in construction engineering, in order to meet the needs of building antidetonation, strengthen the rigidity of fabric structure, intensity and shock resistance, conventionally bear larger horizontal loading by shear wall, and general shear wall is the form of structure with steel concrete, but a large amount of shear wall structures has been brought great difficulty to template construction, not only increase multiple operation, and form removal complex procedures, construction cost is large, need to drop into a large amount of reinforcement materials, therefore, need to make certain improvement to it, avoid this series of problems.
Summary of the invention
The technical problem to be solved in the present invention is: overcome the problems referred to above, a kind of convenient accurately location is provided, be easy to control accuracy, can effectively solve shear wall outboard template and cannot install the shear wall formwork bracing means of a difficult problem for reinforcing.
To achieve these goals, the technical solution used in the present invention is such: shear wall formwork bracing means of the present invention, comprise main joist, main joist is U-shaped structure, its both sides width is greater than bottom width, main joist bottom is fixed with splicing sleeve, splicing sleeve is two, and be separately positioned on main joist two bottom sides face place, splicing sleeve bottom is connected with formwork supporting plate, also comprise adjusting steel pipe, regulate steel pipe to be arranged between two splicing sleeves, between splicing sleeve and adjusting steel pipe, symmetry has installing hole, in installing hole, be provided with pull bar, and adjusting steel pipe bottom is hollow structure, and regulate steel pipe bottom outside concordant with formwork supporting plate, formwork supporting plate is all provided with secondary joist near two ends soffit, secondary joist is L-type structure, its minor face all stretches out, between two secondary joists, be provided with L-square, L-square is spliced relatively by two L-type plate bodys, and L-square horizontal edge upper surface is provided with junction plate, junction plate two ends and the clamping of L-square vertical edge, junction plate is provided with connecting pin, connecting pin is connected with L-square horizontal edge through junction plate.
Further, as a kind of concrete form of structure, between adjusting steel pipe top of the present invention and main joist, Screw arbor with nut at both-ends is installed.
Further, as a kind of concrete form of structure, on L-square vertical edge of the present invention, have through hole, in its through hole, be provided with adjusting bolt, L-square is located by connecting by adjusting bolt and secondary joist.
Further, as a kind of concrete form of structure, between adjusting steel pipe of the present invention and splicing sleeve, back cord is also installed.
Further, as a kind of concrete form of structure, pull bar of the present invention is through back cord setting.
Compared with prior art, the invention has the advantages that: the convenient accurately location of this shear wall slab bracing means, is easy to control accuracy, shear wall outboard template can effectively be solved cannot install a difficult problem for reinforcing, and install easy for installationly, simple to operate, reduced labour intensity.
Brief description of the drawings
Below in conjunction with drawings and Examples, the present invention is further described.
Fig. 1 is structural representation of the present invention;
In figure: 1. main joist; 2. regulate steel pipe; 3. pull bar; 4. splicing sleeve; 5. back cord; 6. formwork supporting plate; 7. secondary joist; 8. L-square; 9. junction plate; 10. connecting pin.
Detailed description of the invention
In conjunction with the accompanying drawings, the present invention is further detailed explanation.These accompanying drawings are the schematic diagram of simplification, and basic structure of the present invention is only described in a schematic way, and therefore it only shows the formation relevant with the present invention.
The preferred embodiment of shear wall formwork bracing means of the present invention as shown in Figure 1, comprise main joist 1, main joist 1 is U-shaped structure, its both sides width is greater than bottom width, main joist 1 bottom is fixed with splicing sleeve 4, splicing sleeve 4 is two, and be separately positioned on main joist 1 two bottom sides face place, splicing sleeve 4 bottoms are connected with formwork supporting plate 6, also comprise and regulate steel pipe 2, regulate steel pipe 2 to be arranged between two splicing sleeves 4, between splicing sleeve 4 and adjusting steel pipe 2, symmetry has installing hole, in installing hole, be provided with pull bar 3, and regulate steel pipe 2 bottoms to be hollow structure, and regulate steel pipe 2 bottom outside concordant with formwork supporting plate 6, formwork supporting plate 6 is all provided with secondary joist 7 near two ends soffit, secondary joist 7 is L-type structure, its minor face all stretches out, between two secondary joists 7, be provided with L-square 8, L-square 8 is spliced relatively by two L-type plate bodys, and L-square 8 horizontal edge upper surfaces are provided with junction plate 9, junction plate 9 two ends and L-square 8 vertical edge clampings, junction plate 9 is provided with connecting pin 10, connecting pin 10 is connected with L-square 8 horizontal edges through junction plate 9, between described adjusting steel pipe 2 tops and main joist 1, Screw arbor with nut at both-ends is installed, on described L-square 8 vertical edges, have through hole, in its through hole, be provided with adjusting bolt, L-square 8 is located by connecting by adjusting bolt and secondary joist 7, between described adjusting steel pipe 2 and splicing sleeve 4, back cord 5 is also installed, described pull bar 3 arranges through back cord 5.
The convenient accurately location of shear wall slab bracing means of the present invention, is easy to control accuracy, can effectively solve shear wall outboard template and cannot install a difficult problem for reinforcing, and install easy for installationly, simple to operate, has reduced labour intensity.Between described adjusting steel pipe 2 tops and main joist 1, Screw arbor with nut at both-ends is installed, has strengthened pulling force, make it have good toughness; On described L-square 8 vertical edges, have through hole, L-square 8 is located by connecting by adjusting bolt and secondary joist 7, in its through hole, is provided with adjusting bolt, is convenient to the distance between L-square 8 and secondary joist 7 to regulate; Between described adjusting steel pipe 2 and splicing sleeve 4, back cord 5 is also installed, described pull bar 3 arranges through back cord 5, has played reinforcing and cushioning effect.
Taking above-mentioned foundation desirable embodiment of the present invention as enlightenment, by above-mentioned description, relevant staff can, not departing from the scope of this invention technological thought, carry out various change and amendment completely.The technical scope of this invention is not limited to the content on manual, must determine its technical scope according to claim scope.
Claims (5)
1. a shear wall formwork bracing means, comprise main joist, it is characterized in that: main joist is U-shaped structure, its both sides width is greater than bottom width, main joist bottom is fixed with splicing sleeve, splicing sleeve is two, and be separately positioned on main joist two bottom sides face place, splicing sleeve bottom is connected with formwork supporting plate, also comprise adjusting steel pipe, regulate steel pipe to be arranged between two splicing sleeves, between splicing sleeve and adjusting steel pipe, symmetry has installing hole, in installing hole, be provided with pull bar, and adjusting steel pipe bottom is hollow structure, and regulate steel pipe bottom outside concordant with formwork supporting plate, formwork supporting plate is all provided with secondary joist near two ends soffit, secondary joist is L-type structure, its minor face all stretches out, between two secondary joists, be provided with L-square, L-square is spliced relatively by two L-type plate bodys, and L-square horizontal edge upper surface is provided with junction plate, junction plate two ends and the clamping of L-square vertical edge, junction plate is provided with connecting pin, connecting pin is connected with L-square horizontal edge through junction plate.
2. shear wall formwork bracing means according to claim 1, is characterized in that: between described adjusting steel pipe top and main joist, Screw arbor with nut at both-ends is installed.
3. shear wall formwork bracing means according to claim 1, is characterized in that: on described L-square vertical edge, have through hole, in its through hole, be provided with adjusting bolt, L-square is located by connecting by adjusting bolt and secondary joist.
4. shear wall formwork bracing means according to claim 1, is characterized in that: between described adjusting steel pipe and splicing sleeve, back cord is also installed.
5. shear wall formwork bracing means according to claim 1, is characterized in that: described pull bar is through back cord setting.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201410198828.2A CN104018666B (en) | 2014-05-13 | 2014-05-13 | Shear wall formwork bracing means |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201410198828.2A CN104018666B (en) | 2014-05-13 | 2014-05-13 | Shear wall formwork bracing means |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN104018666A true CN104018666A (en) | 2014-09-03 |
| CN104018666B CN104018666B (en) | 2016-03-23 |
Family
ID=51435632
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201410198828.2A Expired - Fee Related CN104018666B (en) | 2014-05-13 | 2014-05-13 | Shear wall formwork bracing means |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN104018666B (en) |
Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH07217206A (en) * | 1994-01-31 | 1995-08-15 | Maeda Corp | Preventing method of joint difference at concrete placing joint |
| US6158710A (en) * | 1999-03-03 | 2000-12-12 | Matthews; Chris W. | Concrete forming system |
| CN201704946U (en) * | 2010-04-23 | 2011-01-12 | 吴方伯 | Shear wall formwork for building |
| CN203080911U (en) * | 2012-12-26 | 2013-07-24 | 中国建筑第四工程局有限公司 | Inner formwork for concrete walls at deformation joint |
| CN103243907A (en) * | 2013-05-10 | 2013-08-14 | 江苏南通二建集团有限公司 | Novel shear wall template reinforcing system |
| CN203905463U (en) * | 2014-05-13 | 2014-10-29 | 红阳建工集团有限公司 | Shear wall template reinforcing device |
-
2014
- 2014-05-13 CN CN201410198828.2A patent/CN104018666B/en not_active Expired - Fee Related
Patent Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH07217206A (en) * | 1994-01-31 | 1995-08-15 | Maeda Corp | Preventing method of joint difference at concrete placing joint |
| US6158710A (en) * | 1999-03-03 | 2000-12-12 | Matthews; Chris W. | Concrete forming system |
| CN201704946U (en) * | 2010-04-23 | 2011-01-12 | 吴方伯 | Shear wall formwork for building |
| CN203080911U (en) * | 2012-12-26 | 2013-07-24 | 中国建筑第四工程局有限公司 | Inner formwork for concrete walls at deformation joint |
| CN103243907A (en) * | 2013-05-10 | 2013-08-14 | 江苏南通二建集团有限公司 | Novel shear wall template reinforcing system |
| CN203905463U (en) * | 2014-05-13 | 2014-10-29 | 红阳建工集团有限公司 | Shear wall template reinforcing device |
Also Published As
| Publication number | Publication date |
|---|---|
| CN104018666B (en) | 2016-03-23 |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN204054323U (en) | Steel construction assembled beam making bench | |
| CN104631512A (en) | Post-cast strip beam and slab construction method adopting formwork hanging method | |
| CN103276893A (en) | Novel composite structure for supporting rigid building template and construction method | |
| CN106320704A (en) | Steel reinforced concrete structure formwork sleeve threaded rod pulling construction method | |
| CN104264984A (en) | Formwork for concrete structure pouring and pouring construction method | |
| CN104018675A (en) | Construction method for shear wall concrete formworks and pillar concrete formworks | |
| CN202117341U (en) | Template for embedding foundation bolts of steel structures of buildings | |
| CN104912231B (en) | The cladding attachment structure and its construction method of prefabricated outer wall panel and shear wall | |
| CN102518300A (en) | Embedded conical bearing joint type steel structure support and construction method thereof | |
| CN202007535U (en) | Supporting reinforcing structure | |
| CN109869153B (en) | Integral lifting cantilever formwork device for rapidly constructing shaft lining and construction method | |
| CN102061806B (en) | Building template | |
| CN206942138U (en) | Cast template splices bridge plate | |
| CN203905463U (en) | Shear wall template reinforcing device | |
| CN201347590Y (en) | Quick connection and calibration clamp for steel column joint | |
| CN105275198B (en) | A kind of shear-wall strengthening formwork structure and its construction method | |
| CN102926536A (en) | Template unilateral reinforcement combination tool and template unilateral reinforcement construction method | |
| CN102605945B (en) | Manufacturing method of big wood formwork | |
| CN104018666B (en) | Shear wall formwork bracing means | |
| CN102359265A (en) | Building template | |
| CN208633518U (en) | Prestressed concrete laminated floor slab hangs mould pouring construction structure | |
| CN206299120U (en) | A kind of arch formwork for placing | |
| CN204738430U (en) | Concrete precast slab grade beam fetal membrane supports and positioning tool | |
| CN105317216A (en) | Wall body reversed construction method and wall body and concrete framework casting structure | |
| CN105317191A (en) | Temporary fixing method of prefabricated external wall panel and temporary fixing structure of prefabricated external wall panel |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C06 | Publication | ||
| PB01 | Publication | ||
| C10 | Entry into substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| C41 | Transfer of patent application or patent right or utility model | ||
| CB03 | Change of inventor or designer information |
Inventor after: Chen Xiaoqin Inventor after: Wu Fanhong Inventor before: Liang Feng |
|
| COR | Change of bibliographic data | ||
| TA01 | Transfer of patent application right |
Effective date of registration: 20160218 Address after: 325000, Zhejiang, Wenzhou province Dongtou District 92 Xixiang Sea View Street Applicant after: WENZHOU HONGSHENG GARDEN CONSTRUCTION CO.,LTD. Address before: 610000 Jinjiang District, Chengdu, East Street, 18-32 No. 1, floor 5, layer 517, Applicant before: CHENGDU LYUDI TECHNOLOGY Co.,Ltd. |
|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| CP01 | Change in the name or title of a patent holder |
Address after: 325000, Zhejiang, Wenzhou province Dongtou District 92 Xixiang Sea View Street Patentee after: Zhejiang Sanxia Municipal Construction Co.,Ltd. Address before: 325000, Zhejiang, Wenzhou province Dongtou District 92 Xixiang Sea View Street Patentee before: WENZHOU HONGSHENG GARDEN CONSTRUCTION CO.,LTD. |
|
| CP01 | Change in the name or title of a patent holder | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20160323 |
|
| CF01 | Termination of patent right due to non-payment of annual fee |