CN205116715U - Cast -in -situ box girder template bracing device - Google Patents
Cast -in -situ box girder template bracing device Download PDFInfo
- Publication number
- CN205116715U CN205116715U CN201520789304.0U CN201520789304U CN205116715U CN 205116715 U CN205116715 U CN 205116715U CN 201520789304 U CN201520789304 U CN 201520789304U CN 205116715 U CN205116715 U CN 205116715U
- Authority
- CN
- China
- Prior art keywords
- cast
- box girder
- main back
- main
- situ box
- 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
Landscapes
- Bridges Or Land Bridges (AREA)
Abstract
The utility model discloses a cast -in -situ box girder template bracing device, it is stupefied including the main back of the body, the owner carries on the back stupefiedly and supports has the space between the section, the full lumps of wood in the space, the main back of the body stupefied for the slope " [ " type support, its inside three -section bracing that relies on supports, the three -section bracing is constituteed including flexible bracing spare and main brace spare, flexible bracing spare is installed at main brace spare both ends scalablely, the stupefied perpendicular to the ground section of the main back of the body is equipped with the vertical holder. The utility model discloses simple structure has solved traditional cast -in -situ box girder template system and has adopted shaped steel truss support, and the web template form to the pull rod of establishing need consume a large amount of steel, and processing, transportation, that ann tears the cost open is all great, the low drawback of turnover utilization ratio.
Description
Technical field
The utility model relates to cast-in-situ box girder template construction field, provides a kind of cast-in-situ box girder template bracing device.
Background technology
Traditional cast-in-situ box girder template system adopts steel truss to support, and web templates establishes the form to pull bar.Need at substantial steel, and processing, transport, peace split into that this is all comparatively large, turnover utilization rate is low; All need Large-scale Hoisting equipment coordinating operation during installation and removal, peace tears very inconvenience open; Web templates arranges pull bar, and construction clashes with prestressing force position often, and need to change draw rod positions at any time, cause form cycling rate low, concrete appearance is poor, also needs to repair tie rod hole after form removal.
Utility model content
The purpose of this utility model is to provide a kind of cast-in-situ box girder template bracing device.
The purpose of this utility model can be achieved through the following technical solutions:
A kind of cast-in-situ box girder template bracing device, comprise main back cord, between described main back cord and support section, there is space, the lumps of wood is filled up in space, described main back cord be tilt " [" type support, it is inner relies on three sections of diagonal braces to support, and described three sections of diagonal braces comprise flexible bracing element and main brace part composition, it is scalable that described flexible bracing element is arranged on main brace part two ends, and described main back cord ground vertical section is provided with vertical holder.
Described three sections of diagonal braces and main back cord are bolted.
Described three sections of diagonal braces have multiple, and different angles of inclination is supported in main back cord.
The beneficial effects of the utility model: the utility model structure is simple, solving traditional cast-in-situ box girder template system adopts steel truss to support, web templates establishes the form to pull bar, need at substantial steel, and processing, transport, peace split into that this is all comparatively large, the drawback that turnover utilization rate is low, saves material, reduce processing, transport and peace and split into this, improve support system turnover utilization rate; Improve template turnover utilization rate, improve Surface Quality of Concrete; Construction weight is less, does not need Large-scale Hoisting equipment to coordinate, and it is simple, easy to operate, safe and reliable that peace tears operation open.
Accompanying drawing explanation
Fig. 1 is the utility model structural representation.
Detailed description of the invention
Below in conjunction with accompanying drawing, embodiment of the present utility model is described in detail, but the multitude of different ways that the utility model can be defined by the claims and cover is implemented.
As shown in Figure 1, a kind of cast-in-situ box girder template bracing device, comprise main back cord 1, between described main back cord 1 and support section 2, there is space, the lumps of wood 8 is filled up in space, described main back cord 1 is " [" type support tilted, its inner dependence three sections of diagonal braces 5 support, described three sections of diagonal braces 5 comprise flexible bracing element 3 and main brace part 4 forms, it is scalable that described flexible bracing element 3 is arranged on main brace part 4 two ends, described main back cord 1 ground vertical section is provided with vertical holder 7, described three sections of diagonal braces 5 are connected by bolt (6) with main back cord 1, described three sections of diagonal braces 5 have multiple, different angles of inclination is supported in main back cord 1.
During use, female main brace part 4 (diagonal brace outer tube) and flexible bracing element 3 (diagonal brace adjusting screw(rod)) will be with to fit together, by main brace part 4, adjustable diagonal brace system length.During cast-in-situ box girder template construction, together with first diagonal brace system two ends being bolted with the main back cord of box girder formwork, then according to case beam formwork erection size, main brace part 4, adjustment diagonal brace length, then installation form system.
Above content is only to the utility model structure example and explanation; affiliated those skilled in the art make various amendment to described specific embodiment or supplement or adopt similar mode to substitute; only otherwise depart from the structure of utility model or surmount this scope as defined in the claims, protection domain of the present utility model all should be belonged to.
Claims (3)
1. a cast-in-situ box girder template bracing device, comprise main back cord (1), it is characterized in that, between described main back cord (1) and support section (2), there is space, the lumps of wood (8) is filled up in space, described main back cord (1) is " [" type support tilted, its inner dependence three sections of diagonal braces (5) support, described three sections of diagonal braces (5) comprise flexible bracing element (3) and main brace part (4) composition, it is scalable that described flexible bracing element (3) is arranged on main brace part (4) two ends, described main back cord (1) ground vertical section is provided with vertical holder (7).
2. a kind of cast-in-situ box girder template bracing device according to claim 1, it is characterized in that, described three sections of diagonal braces (5) are connected by bolt (6) with main back cord (1).
3. a kind of cast-in-situ box girder template bracing device according to claim 1, it is characterized in that, described three sections of diagonal braces (5) have multiple, and different angles of inclination is supported in main back cord (1).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520789304.0U CN205116715U (en) | 2015-10-10 | 2015-10-10 | Cast -in -situ box girder template bracing device |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520789304.0U CN205116715U (en) | 2015-10-10 | 2015-10-10 | Cast -in -situ box girder template bracing device |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN205116715U true CN205116715U (en) | 2016-03-30 |
Family
ID=55572334
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201520789304.0U Active CN205116715U (en) | 2015-10-10 | 2015-10-10 | Cast -in -situ box girder template bracing device |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN205116715U (en) |
Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105178596A (en) * | 2015-10-10 | 2015-12-23 | 安徽卓良新材料有限公司 | Cast-in-place box girder formwork diagonal bracing device |
| CN105887696A (en) * | 2016-05-25 | 2016-08-24 | 中交第航务工程局有限公司 | Variable-cross-section adjustable integral form board of mobile formwork |
| CN106758821A (en) * | 2016-11-22 | 2017-05-31 | 中建四局第五建筑工程有限公司 | The method of cast-in-situ box girder side form support and its box girder formwork support meanss of use |
| CN107326939A (en) * | 2017-06-01 | 2017-11-07 | 中铁十六局集团北京轨道交通工程建设有限公司 | A kind of underground continuous wall connector welds template construction device and method with H profile steel |
| CN108277977A (en) * | 2018-01-17 | 2018-07-13 | 曹立英 | A kind of column mould reinforcement system and preparation method thereof |
-
2015
- 2015-10-10 CN CN201520789304.0U patent/CN205116715U/en active Active
Cited By (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105178596A (en) * | 2015-10-10 | 2015-12-23 | 安徽卓良新材料有限公司 | Cast-in-place box girder formwork diagonal bracing device |
| CN105887696A (en) * | 2016-05-25 | 2016-08-24 | 中交第航务工程局有限公司 | Variable-cross-section adjustable integral form board of mobile formwork |
| CN105887696B (en) * | 2016-05-25 | 2019-07-02 | 中交第一航务工程局有限公司 | A kind of variable cross-section mobile formwork adjustable integral template |
| CN106758821A (en) * | 2016-11-22 | 2017-05-31 | 中建四局第五建筑工程有限公司 | The method of cast-in-situ box girder side form support and its box girder formwork support meanss of use |
| CN107326939A (en) * | 2017-06-01 | 2017-11-07 | 中铁十六局集团北京轨道交通工程建设有限公司 | A kind of underground continuous wall connector welds template construction device and method with H profile steel |
| CN107326939B (en) * | 2017-06-01 | 2019-07-26 | 中铁十六局集团北京轨道交通工程建设有限公司 | A kind of underground continuous wall connector H profile steel welding template construction device and method |
| CN108277977A (en) * | 2018-01-17 | 2018-07-13 | 曹立英 | A kind of column mould reinforcement system and preparation method thereof |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN205116715U (en) | Cast -in -situ box girder template bracing device | |
| CN203514794U (en) | Adjustable large steel formwork support leg | |
| CN203923914U (en) | Solely stub bent cap support | |
| CN203113352U (en) | Pre-stressed beam for retaining and protection of foundation pit | |
| CN206346118U (en) | A kind of large-span steel pipe truss beam falsework | |
| CN105178596A (en) | Cast-in-place box girder formwork diagonal bracing device | |
| CN207696505U (en) | A kind of construction reinforcing bar rack | |
| CN204644976U (en) | A kind of easily mounting or dismounting pin-connected panel gutter | |
| CN206428565U (en) | A kind of concrete set shaped steel formwork support system | |
| CN204456809U (en) | A kind of steel supporting structure | |
| CN204040494U (en) | The assembled moulding bed of easy unloading type triangular pipe truss | |
| CN206987830U (en) | A kind of Simple tunnel Central drain template movement car | |
| CN203080931U (en) | Shear wall outer wall formwork bearing device | |
| CN202467197U (en) | Lateral inclined strut device for wall/column template | |
| CN201915632U (en) | Adjustable supporting structure of beam template | |
| CN203920973U (en) | A kind of Multi-functional transporting chassis for large-scale penstock installation in tunnel | |
| CN205296196U (en) | Photovoltaic trestle pile basis | |
| CN204252403U (en) | A kind of positioning stool for Bars In Poured Concrete Slab negative bending moment rib | |
| CN207420033U (en) | It is a kind of to be used for subway station beam, the mould plate supporting device of plate | |
| CN205046843U (en) | Reinforcing apparatus's stair template of marking time in middle of installation | |
| CN204048796U (en) | A kind of work high above the ground stool being applicable to steel pipe pole | |
| CN209067232U (en) | Tunnel sidewalls template construction support device and support system | |
| CN203285058U (en) | Wall body formwork vertical supporting device | |
| CN208280134U (en) | A kind of pile foundation construction operation platform device | |
| CN207419526U (en) | A kind of underpass falsework |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| C41 | Transfer of patent application or patent right or utility model | ||
| TR01 | Transfer of patent right |
Effective date of registration: 20170126 Address after: 231400 Anhui, Anhui City, Wenchang, Tongcheng, the streets of the comprehensive building of the Tower Road, Zhuo Zhuo Building Technology Co., Ltd. Patentee after: Anhui Zhuo Liang Construction Technology Co., Ltd. Address before: 231400 Anhui Zhuo Liangxin Material Co., Ltd., Anqing No. 1 North Road, Tongcheng Economic Development Zone, Anhui, China Patentee before: ANHUI ZULIN NEW MATERIALS CO., LTD. |
|
| TR01 | Transfer of patent right | ||
| TR01 | Transfer of patent right |
Effective date of registration: 20180313 Address after: No. 10, Heping Road, Tongcheng Economic Development Zone, Anhui Province, Anhui Patentee after: ANHUI ZULIN NEW MATERIALS CO., LTD. Address before: 231400 Anhui, Anhui City, Wenchang, Tongcheng, the streets of the comprehensive building of the Tower Road, Zhuo Zhuo Building Technology Co., Ltd. Patentee before: Anhui Zhuo Liang Construction Technology Co., Ltd. |