CN2213199Y - Cantilever shuttering support - Google Patents
Cantilever shuttering support Download PDFInfo
- Publication number
- CN2213199Y CN2213199Y CN 95206458 CN95206458U CN2213199Y CN 2213199 Y CN2213199 Y CN 2213199Y CN 95206458 CN95206458 CN 95206458 CN 95206458 U CN95206458 U CN 95206458U CN 2213199 Y CN2213199 Y CN 2213199Y
- Authority
- CN
- China
- Prior art keywords
- template
- girder
- bearing post
- shuttering
- suspension member
- 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
Links
- 238000009416 shuttering Methods 0.000 title abstract description 10
- 239000000725 suspension Substances 0.000 claims description 13
- 230000015572 biosynthetic process Effects 0.000 claims description 2
- 238000010276 construction Methods 0.000 abstract description 11
- 229910000831 Steel Inorganic materials 0.000 description 1
- 238000004140 cleaning Methods 0.000 description 1
- 239000002131 composite material Substances 0.000 description 1
- 238000004064 recycling Methods 0.000 description 1
- 230000001105 regulatory effect Effects 0.000 description 1
- 230000003014 reinforcing effect Effects 0.000 description 1
- 239000010959 steel Substances 0.000 description 1
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- Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)
Abstract
The utility model relates to a cantilever shuttering support, comprising an operation platform, a shuttering, a shuttering support post and a main beam. The utility model is characterized in that the main beam is provided with a gear adjuster and a fine adjustment device; the lower end of the shuttering support post is connected with the main beam through the fine adjustment device, and the upper end is provided with a multi-hole adjustment plate connected with the operation platform; an adjustable inclined strut is arranged between the main beam and the shuttering support post; the back part of the shuttering support post is provided with a back pile; an embedding member and a hanging piece assembly are arranged on the shuttering. The utility model can make the shuttering carry out an adjustment of 90 DEG plus or minus 30 DEG to adapt to the dam body construction of different angles. In addition, the utility model has the advantages of high speed, high quality and good integrity, which is suitable for the dam body construction in the hydraulic engineering.
Description
The utility model belongs to building operations equipment, is specially adapted to the dam construction in the hydraulic engineering.
In the dam construction of hydraulic engineering, the template that the supporting concrete is used generally is that in bulk loosing torn open, because the difference of dam body angle make template construction more loaded down with trivial details, and precision is low, construction quality is difficult to guarantee.
The purpose of this utility model is, designs a kind of novel cantilever form support, and governor motion is set in support, makes template can do 90 ° ± 30 ° adjustment, the dam body construction of applicable different angles, and also speed of application is fast, quality height, good integrity.
Cantilever form support of the present utility model is made up of operating platform, template, template bearing post, girder, it is characterized in that: i shaped cross section girder top is provided with the gear adjuster, and the rear end, top is provided with micro actuator; The lower end of template bearing post connects with girder by micro actuator, and the upper end of bearing post is equipped with the porous adjustable plate, and the template operation stand is installed in porous adjustable plate front end; Between girder and the template bearing post adjustable diagonal brace is set, an end of diagonal brace is connected to the middle part of template bearing post with bearing pin, and the other end is connected to the termination of girder gear adjuster by bearing pin; At the back of template bearing post the back cord that connects template is set, links with the back cord clamp, the template bearing post is provided with the back cord adjuster; Embedded part that connects with body of wall and suspension member assembly are arranged on the template, combine as a whole by screw and template, and the girder front end is provided with the link plate that links with embedded part and suspension member assembly, and the side is provided with safety plug; Is the gusseted of one in the setting of the bottom of girder with the girder weldering.
Described gear adjuster is made up of gear, tooth bar, and micro actuator is made up of leading screw and slide block, is installed in the micro actuator; Embedded part and suspension member assembly comprise: broadening formation embedded part, leading screw, taper joint, suspension member.
Cantilever form support of the present utility model by the adjustable diagonal brace Primary Location that is arranged between girder and the template bearing post, is regulated by the leading screw of adjustable diagonal brace, changes the angle between template and the concrete surface; Be arranged on the distance that gear adjuster on the girder can break away from template and concrete surface 600 millimeter, so that carry out reinforcing bar binding and template cleaning work, micro actuator can drive the template bearing post, makes template can be adjacent to concrete surface, prevent spillage, the fine setting scope is 100 millimeters; The porous adjustable plate that is provided with on the template bearing post can be adjusted operating platform and horizontal plane angle, satisfies the construction needs, and the back cord adjuster can be adjusted the back cord position; Embedded part and suspension member assembly can be used to bear loads all in the construction, and construction finishes, and suspension member is pulled down, and the taper joint in the embedded part can be taken out from concrete, recycling.
Cantilever form support of the present utility model, rational in infrastructure, easy to use, good integrity both can link by back cord and wooden frame and composite board, can link by back cord and steel form again, was applicable to the construction of dam body in the hydraulic engineering.
Below in conjunction with drawings and Examples, the cantilever form support is described further.
Fig. 1 is the structural representation of cantilever form support.
As can be seen, a kind of cantilever form support is made up of operating platform 1, template 13, template bearing post 2, girder 8, it is characterized in that: i shaped cross section girder 8 tops are provided with gear adjuster 7, and the rear end, top is provided with micro actuator 9; The lower end of template bearing post 2 connects with girder 8 by micro actuator 9, and the upper end of template bearing post 2 is equipped with porous adjustable plate 11, and template operation platform 1 is installed in porous adjustable plate 11 front ends; Adjustable diagonal brace 5 is set between girder 8 and the template bearing post 2, and an end of diagonal brace is connected to the middle part of template bearing post 2 with bearing pin, and the other end is connected to the termination of girder gear adjuster 7 by bearing pin; At the back of template bearing post 2 back cord 6 that connects template 13 is set, links with back cord clamp 3; Back cord adjuster 4 is fixed on the template bearing post by feed screw nut, turns leading screw and can adjust back cord; Embedded part that connects with body of wall and suspension member assembly 10 are arranged on the template 13, combine as a whole by screw and template, the girder front end is provided with the link plate that can link with embedded part and suspension member assembly, and the side is provided with safety plug 15, and girder hangs on the embedded part and suspension member assembly that connects with body of wall by link plate; Is the gusseted 12 of one in the setting of the bottom of girder with the girder weldering.
14 is guardrail among the figure.
Claims (4)
1, a kind of cantilever form support is made up of operating platform, template, template bearing post, girder, it is characterized in that: i shaped cross section girder top is provided with the gear adjuster, and the rear end, top is provided with micro actuator; The lower end of template bearing post connects with girder by micro actuator, and the upper end of bearing post is equipped with the porous adjustable plate, and the template operation stand is installed in porous adjustable plate front end; Between girder and the template bearing post adjustable diagonal brace is set, an end of diagonal brace is connected to the middle part of template bearing post with bearing pin, and the other end is connected to the termination of girder gear adjuster by bearing pin; At the back of template bearing post the back cord that connects template is set, links with the back cord clamp, the template bearing post is provided with the back cord adjuster; Embedded part that connects with body of wall and suspension member assembly are arranged on the template, combine as a whole by screw and template, and the girder front end is provided with the link plate that links with embedded part and suspension member assembly, and the side is provided with safety plug; Is the gusseted of one in the setting of the bottom of girder with the girder weldering.
2, cantilever form support as claimed in claim 1 is characterized in that: described gear adjuster is made up of gear, tooth bar.
3, cantilever form support as claimed in claim 1, it is characterized in that: described micro actuator is made up of leading screw and slide block.
4, cantilever form support as claimed in claim 1 is characterized in that: described embedded part and suspension member assembly comprise: broadening formation embedded part, leading screw, taper joint, suspension member.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 95206458 CN2213199Y (en) | 1995-03-28 | 1995-03-28 | Cantilever shuttering support |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 95206458 CN2213199Y (en) | 1995-03-28 | 1995-03-28 | Cantilever shuttering support |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN2213199Y true CN2213199Y (en) | 1995-11-22 |
Family
ID=33858378
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN 95206458 Expired - Fee Related CN2213199Y (en) | 1995-03-28 | 1995-03-28 | Cantilever shuttering support |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN2213199Y (en) |
Cited By (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109322483A (en) * | 2018-10-25 | 2019-02-12 | 上海绿地建设(集团)有限公司 | A kind of reinforcing support construction of shear wall exterior sheathing |
| CN109958042A (en) * | 2017-12-23 | 2019-07-02 | 蒋芳荣 | A kind of fixed device of road shoulder wall concrete-pouring template |
| CN111005353A (en) * | 2019-12-27 | 2020-04-14 | 中水北方勘测设计研究有限责任公司 | A precast concrete movable formwork subassembly for construction of concrete dam back slope |
| CN111305228A (en) * | 2020-03-25 | 2020-06-19 | 深圳市品尚工程有限公司 | Deep foundation pit supporting structure and supporting method thereof |
| CN115961781A (en) * | 2023-02-17 | 2023-04-14 | 中国水利水电第三工程局有限公司 | Rapid disassembly and assembly method for cantilever template |
| CN116005952A (en) * | 2022-12-30 | 2023-04-25 | 中国水利水电第五工程局有限公司 | A large-volume concrete variable-angle special-shaped formwork and its construction method |
-
1995
- 1995-03-28 CN CN 95206458 patent/CN2213199Y/en not_active Expired - Fee Related
Cited By (9)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109958042A (en) * | 2017-12-23 | 2019-07-02 | 蒋芳荣 | A kind of fixed device of road shoulder wall concrete-pouring template |
| CN109322483A (en) * | 2018-10-25 | 2019-02-12 | 上海绿地建设(集团)有限公司 | A kind of reinforcing support construction of shear wall exterior sheathing |
| CN109322483B (en) * | 2018-10-25 | 2021-11-30 | 上海绿地建设(集团)有限公司 | Reinforcing and supporting structure of shear wall external formwork |
| CN111005353A (en) * | 2019-12-27 | 2020-04-14 | 中水北方勘测设计研究有限责任公司 | A precast concrete movable formwork subassembly for construction of concrete dam back slope |
| CN111305228A (en) * | 2020-03-25 | 2020-06-19 | 深圳市品尚工程有限公司 | Deep foundation pit supporting structure and supporting method thereof |
| CN111305228B (en) * | 2020-03-25 | 2021-06-25 | 深圳市品尚工程有限公司 | Deep foundation pit supporting structure and supporting method thereof |
| CN116005952A (en) * | 2022-12-30 | 2023-04-25 | 中国水利水电第五工程局有限公司 | A large-volume concrete variable-angle special-shaped formwork and its construction method |
| CN115961781A (en) * | 2023-02-17 | 2023-04-14 | 中国水利水电第三工程局有限公司 | Rapid disassembly and assembly method for cantilever template |
| CN115961781B (en) * | 2023-02-17 | 2024-05-03 | 中国水利水电第三工程局有限公司 | Quick dismounting method for cantilever template |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| C19 | Lapse of patent right due to non-payment of the annual fee | ||
| CF01 | Termination of patent right due to non-payment of annual fee |