CN204658640U - Template adjustment structure - Google Patents
Template adjustment structure Download PDFInfo
- Publication number
- CN204658640U CN204658640U CN201520138937.5U CN201520138937U CN204658640U CN 204658640 U CN204658640 U CN 204658640U CN 201520138937 U CN201520138937 U CN 201520138937U CN 204658640 U CN204658640 U CN 204658640U
- Authority
- CN
- China
- Prior art keywords
- column
- plate
- adjustable plate
- adjustment structure
- turning cylinder
- 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
Landscapes
- Rod-Shaped Construction Members (AREA)
Abstract
The utility model discloses a kind of template adjustment structure, comprise column, column is two, two columns are connected with turning cylinder between top, turning cylinder one end extends in a column, its other end is fixed on another column medial surface, turning cylinder is provided with anchor plate, anchor plate top is arranged through turning cylinder, arrange through an adjustable plate bottom it, adjustable plate two ends all extend on two column lateral surfaces, fixture is connected with between adjustable plate and anchor plate, be positioned at below adjustable plate and be also provided with junction steel plate between two columns, junction steel plate two ends embed and are arranged in two columns, junction steel plate lower surface is provided with adjusting bolt, adjusting bolt is hinged on junction steel plate.This template adjustment structure conveniently carries out shaping and regulating, and has good anatomical connectivity performance, and fixed effect is good, each parts better can be anchored at together, and can not cause damage to template, simple to operate, effectively improves efficiency of construction.
Description
Technical field
The utility model relates to a kind of template adjustment structure, particularly a kind of template adjustment structure.
Background technology
In infrastructure construction, in order to reach the few object of floor space, bridge is just adopted widely, thus bridge construction engineering also gets more and more, be in curve, the bridge floor horizontal wall inscription of easement curve position is constantly change, when carrying out tee girder and being prefabricated, the horizontal wall inscription of beam slab controls very crucial, directly have influence on the Laminate construction thickness of bridge installation quality and deck paving and whole linear control, but the horizontal wall inscription of tee girder is not identical, a set of template can not be equipped with by a slice tee girder again to precast qualified tee girder, thus a kind of adjustable template is needed, just can better carry out supporting, but general template adjustment structure can not better play modulability, and switching performance is also unstable between component.
Utility model content
The technical problems to be solved in the utility model is: overcome the problems referred to above, there is provided one conveniently to carry out shaping and regulating, have good anatomical connectivity performance, fixed effect is good, each parts better can be anchored at together, and the template adjustment structure of damage can not be caused template.
To achieve these goals, the technical solution adopted in the utility model is such: template adjustment structure of the present utility model, comprise column, column is two, two columns are connected with turning cylinder between top, turning cylinder one end extends in a column, its other end is fixed on another column medial surface, turning cylinder is provided with anchor plate, anchor plate top is arranged through turning cylinder, arrange through an adjustable plate bottom it, adjustable plate two ends all extend on two column lateral surfaces, fixture is connected with between adjustable plate and anchor plate, be positioned at below adjustable plate and be also provided with junction steel plate between two columns, junction steel plate two ends embed and are arranged in two columns, junction steel plate lower surface is provided with adjusting bolt, adjusting bolt is hinged on junction steel plate.
Further, as a kind of concrete version, adjustable plate described in the utility model is steel plate adjustable plate.
Further, as a kind of concrete version, adjustable plate relative level direction described in the utility model is obliquely installed.
Further, as a kind of concrete version, adjusting bolt described in the utility model adopts double end adjusting bolt.
Further, as a kind of concrete version, column described in the utility model is steel structural upright column.
Further, as a kind of concrete version, the built-in stiffener of column described in the utility model.
Compared with prior art, the utility model has the advantage of: this template adjustment structure conveniently carries out shaping and regulating, there is good anatomical connectivity performance, fixed effect is good, each parts better can be anchored at together, and damage can not be caused to template, and simple to operate, effectively improve efficiency of construction.
Accompanying drawing explanation
Below in conjunction with drawings and Examples, the utility model is further illustrated.
Fig. 1 is structural representation of the present utility model;
In figure: 1. column; 2. turning cylinder; 3. adjustable plate; 4. anchor plate; 5. fixture; 6. junction steel plate; 7. adjusting bolt.
Detailed description of the invention
By reference to the accompanying drawings the utility model is described in further detail now.These accompanying drawings are the schematic diagram of simplification, only basic structure of the present utility model are described in a schematic way, and therefore it only shows the formation relevant with the utility model.
The preferred embodiment of the utility model template adjustment structure as shown in Figure 1, comprise column 1, column 1 is two, two columns 1 are connected with turning cylinder 2 between top, turning cylinder 2 one end extends in a column 1, its other end is fixed on another column 1 medial surface, turning cylinder 2 is provided with anchor plate 4, anchor plate 4 top is arranged through turning cylinder 2, arrange through an adjustable plate 3 bottom it, adjustable plate 3 two ends all extend on two column 1 lateral surfaces, fixture 5 is connected with between adjustable plate 3 and anchor plate 4, be positioned at below adjustable plate 3 and be also provided with junction steel plate 6 between two columns 1, junction steel plate 6 two ends embed and are arranged in two columns 1, junction steel plate 6 lower surface is provided with adjusting bolt 7, adjusting bolt 7 is hinged on junction steel plate 6, described adjustable plate 3 is steel plate adjustable plate, described adjustable plate 3 relative level direction is obliquely installed, described adjusting bolt 7 adopts double end adjusting bolt, described column 1 is steel structural upright column, the built-in stiffener of described column 1.
Template adjustment structure of the present utility model conveniently carries out shaping and regulating, and has good anatomical connectivity performance, and fixed effect is good, each parts better can be anchored at together, and can not cause damage to template, simple to operate, effectively improves efficiency of construction.Described adjustable plate 3 is steel plate adjustable plate, makes its adjustable plate 3 be not easy to produce buckling phenomenon; Described adjustable plate 3 relative level direction is obliquely installed, and described adjusting bolt 7 adopts double end adjusting bolt, meets design concept, and conveniently regulates; Described column 1 is steel structural upright column, and the built-in stiffener of described column 1, can better play booster action, and bearing load dynamics that can be larger.
With above-mentioned according to desirable embodiment of the present utility model for enlightenment, by above-mentioned description, relevant staff in the scope not departing from this utility model technological thought, can carry out various change and amendment completely.The technical scope of this utility model is not limited to the content on description, must determine its technical scope according to right.
Claims (6)
1. a template adjustment structure, comprise column, it is characterized in that: column is two, two columns are connected with turning cylinder between top, turning cylinder one end extends in a column, its other end is fixed on another column medial surface, turning cylinder is provided with anchor plate, anchor plate top is arranged through turning cylinder, arrange through an adjustable plate bottom it, adjustable plate two ends all extend on two column lateral surfaces, fixture is connected with between adjustable plate and anchor plate, be positioned at below adjustable plate and be also provided with junction steel plate between two columns, junction steel plate two ends embed and are arranged in two columns, junction steel plate lower surface is provided with adjusting bolt, adjusting bolt is hinged on junction steel plate.
2. template adjustment structure according to claim 1, is characterized in that: described adjustable plate is steel plate adjustable plate.
3. template adjustment structure according to claim 1, is characterized in that: described adjustable plate relative level direction is obliquely installed.
4. template adjustment structure according to claim 1, is characterized in that: described adjusting bolt adopts double end adjusting bolt.
5. template adjustment structure according to claim 1, is characterized in that: described column is steel structural upright column.
6. template adjustment structure according to claim 1, is characterized in that: the built-in stiffener of described column.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520138937.5U CN204658640U (en) | 2015-03-12 | 2015-03-12 | Template adjustment structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520138937.5U CN204658640U (en) | 2015-03-12 | 2015-03-12 | Template adjustment structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN204658640U true CN204658640U (en) | 2015-09-23 |
Family
ID=54129067
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201520138937.5U Expired - Fee Related CN204658640U (en) | 2015-03-12 | 2015-03-12 | Template adjustment structure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN204658640U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104760125A (en) * | 2015-03-12 | 2015-07-08 | 成都迅德科技有限公司 | Template adjustment structure |
-
2015
- 2015-03-12 CN CN201520138937.5U patent/CN204658640U/en not_active Expired - Fee Related
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104760125A (en) * | 2015-03-12 | 2015-07-08 | 成都迅德科技有限公司 | Template adjustment structure |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN203452266U (en) | Fixing and leveling structure of H section steel column | |
| CN204658640U (en) | Template adjustment structure | |
| CN203603020U (en) | Highway and railway same layer large cantilever steel box beam | |
| CN205223837U (en) | Y shape pier of belted steel pull rod | |
| CN205276073U (en) | Two line track roof beams of rail formula track traffic are embraced in magnetic suspension | |
| CN104760125A (en) | Template adjustment structure | |
| CN205276115U (en) | Two line track roof beams of rail formula track traffic are embraced in magnetic suspension | |
| CN205296966U (en) | Transmission line iron tower | |
| CN204627001U (en) | PC structure floor assembled prefabricated post diagonal brace support system | |
| CN208430432U (en) | A kind of assembled girder steel always spells moulding bed | |
| CN206956534U (en) | A kind of railway and track traffic suspended beam type Frame Pier | |
| CN203546601U (en) | Steel truss assembling support | |
| CN205654125U (en) | Reinforcement support column of adjustable elevation | |
| CN205329438U (en) | Two line track roof beams of rail formula track traffic are embraced in magnetic suspension | |
| CN205329437U (en) | Two line track roof beams of rail formula track traffic are embraced in magnetic suspension | |
| CN203639940U (en) | Retaining wall for hydraulic engineering | |
| CN207619942U (en) | Arc triangle door in-site installation three-point support structure | |
| CN205223823U (en) | Highway with stride a formula single track and build bilateral case section structure of bridge jointly | |
| CN204057606U (en) | The supporting construction of elevator landing sill | |
| CN205329436U (en) | Two line track roof beams of rail formula track traffic are embraced in magnetic suspension | |
| CN202227577U (en) | Double-purlin tie rod | |
| CN204715390U (en) | Anchor rod foundation structure | |
| CN205276075U (en) | Two line track roof beams of rail formula track traffic are embraced in magnetic suspension | |
| CN205296968U (en) | Pylon | |
| CN204343154U (en) | Assembled continuous rigid frame bridge steel tie beam |
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 | ||
| CB03 | Change of inventor or designer information |
Inventor after: Cheng Zaisheng Inventor after: Wang Lei Inventor after: Yang Zhanying Inventor after: Liu Hongqi Inventor before: Gong Suhua |
|
| COR | Change of bibliographic data | ||
| TR01 | Transfer of patent right |
Effective date of registration: 20160217 Address after: Double Dunzhen Changfeng County of Hefei City, Anhui province 231131 Patentee after: ANHUI DINGJIU INDUSTRY & TRADE CO., LTD. Address before: Jinjiang District Jinhua Road Chengdu City, Sichuan province 610000 section of No. 8 Building 1 11 unit 18 floor No. 1846 Patentee before: CHENGDU XUNDE TECHNOLOGY CO., LTD. |
|
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20150923 Termination date: 20170312 |
|
| CF01 | Termination of patent right due to non-payment of annual fee |