CN104760125A - Template adjustment structure - Google Patents
Template adjustment structure Download PDFInfo
- Publication number
- CN104760125A CN104760125A CN201510107202.0A CN201510107202A CN104760125A CN 104760125 A CN104760125 A CN 104760125A CN 201510107202 A CN201510107202 A CN 201510107202A CN 104760125 A CN104760125 A CN 104760125A
- Authority
- CN
- China
- Prior art keywords
- plate
- column
- columns
- adjustment structure
- template
- 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
- 229910000831 Steel Inorganic materials 0.000 claims abstract description 25
- 239000010959 steel Substances 0.000 claims abstract description 25
- 239000003351 stiffener Substances 0.000 claims description 4
- 238000010276 construction Methods 0.000 abstract description 5
- 230000000694 effects Effects 0.000 abstract description 4
- 238000007493 shaping process Methods 0.000 abstract description 4
- 238000004873 anchoring Methods 0.000 abstract 4
- 230000001105 regulatory effect Effects 0.000 description 3
- 230000015572 biosynthetic process Effects 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 238000009440 infrastructure construction Methods 0.000 description 1
- 238000009434 installation Methods 0.000 description 1
Classifications
-
- B—PERFORMING OPERATIONS; TRANSPORTING
- B28—WORKING CEMENT, CLAY, OR STONE
- B28B—SHAPING CLAY OR OTHER CERAMIC COMPOSITIONS; SHAPING SLAG; SHAPING MIXTURES CONTAINING CEMENTITIOUS MATERIAL, e.g. PLASTER
- B28B7/00—Moulds; Cores; Mandrels
- B28B7/02—Moulds with adjustable parts specially for modifying at will the dimensions or form of the moulded article
Landscapes
- Engineering & Computer Science (AREA)
- Manufacturing & Machinery (AREA)
- Chemical & Material Sciences (AREA)
- Ceramic Engineering (AREA)
- Mechanical Engineering (AREA)
- Conveying And Assembling Of Building Elements In Situ (AREA)
- Joining Of Building Structures In Genera (AREA)
Abstract
The invention discloses a template adjustment structure. The template adjustment structure comprises two columns; a rotating shaft is connected between the positions which are close to the tops of the two columns respectively; one end of the rotating shaft extends into one of the columns and the other end of the rotating shaft is fixed on the inner lateral side of the other column; the rotating shaft is provided with an anchoring plate; the top of the anchoring plate penetrates the rotating plate and the bottom of the anchoring plate penetrates an adjustment plate; two ends of the adjustment plate extend on the outer lateral sides of the two columns respectively; a fixing part is connected between the adjustment plate and the anchoring plate; a connecting steel plate is arranged between the two columns and located below the adjustment plate; two ends of the connecting steel plate are arranged in the two columns in an embedded mode respectively; the lower surface of the connecting steel plate is provided with an adjustment bolt which is hinged to the connecting steel plate. According to the template adjustment structure, the shaping and the adjustment are convenient, the structure connection performance is high, the fixation effect is good, the parts can be well anchored together, the damage to a template is not caused, the operation is simple, and the construction efficiency is effectively improved.
Description
Technical field
The present invention 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.
Summary of the invention
The technical problem to be solved in the present invention 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 used in the present invention is such: template adjustment structure of the present invention, 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 of the present invention is steel plate adjustable plate.
Further, as a kind of concrete version, adjustable plate relative level direction of the present invention is obliquely installed.
Further, as a kind of concrete version, adjusting bolt of the present invention adopts double end adjusting bolt.
Further, as a kind of concrete version, column of the present invention is steel structural upright column.
Further, as a kind of concrete version, the built-in stiffener of column of the present invention.
Compared with prior art, the invention has the advantages that: 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 present invention is further described.
Fig. 1 is structural representation of the present invention;
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
In conjunction with the accompanying drawings, the present invention is further detailed explanation.These accompanying drawings are the schematic diagram of simplification, only basic structure of the present invention are described in a schematic way, and therefore it only shows the formation relevant with the present invention.
The preferred embodiment of template adjustment structure of the present invention 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 invention 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 invention for enlightenment, by above-mentioned description, relevant staff in the scope not departing from this invention technological thought, can carry out various change and amendment completely.The technical scope of this invention 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 |
|---|---|---|---|
| CN201510107202.0A CN104760125B (en) | 2015-03-12 | 2015-03-12 | Template adjustment structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201510107202.0A CN104760125B (en) | 2015-03-12 | 2015-03-12 | Template adjustment structure |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN104760125A true CN104760125A (en) | 2015-07-08 |
| CN104760125B CN104760125B (en) | 2017-03-29 |
Family
ID=53642384
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201510107202.0A Active CN104760125B (en) | 2015-03-12 | 2015-03-12 | Template adjustment structure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN104760125B (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107363970A (en) * | 2017-08-07 | 2017-11-21 | 张家港市兴鸿达基础有限公司 | A kind of Y types bridge heap prefabricated components mould |
Citations (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN2712992Y (en) * | 2004-07-20 | 2005-07-27 | 彭功根 | T-type beam gradient-adjusting module |
| CN201169916Y (en) * | 2008-03-26 | 2008-12-24 | 中铁十三局集团第四工程有限公司 | T girder moulding board capable of adjusting wing edge falling gradient |
| US20090194665A1 (en) * | 2008-02-06 | 2009-08-06 | Swa Holding Company, Inc. | Adjustable Support Stand for Pre-Cast Concrete Wall Forms |
| CN201574581U (en) * | 2009-12-10 | 2010-09-08 | 吴真珍 | T beam die plate |
| CN202137840U (en) * | 2011-04-19 | 2012-02-08 | 中国铁工建设有限公司 | Gradient adjusting device of precast bridge |
| CN204054301U (en) * | 2014-09-12 | 2014-12-31 | 中铁四局集团第一工程有限公司 | Highway T side template height-regulating device |
| CN204658640U (en) * | 2015-03-12 | 2015-09-23 | 成都迅德科技有限公司 | Template adjustment structure |
-
2015
- 2015-03-12 CN CN201510107202.0A patent/CN104760125B/en active Active
Patent Citations (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN2712992Y (en) * | 2004-07-20 | 2005-07-27 | 彭功根 | T-type beam gradient-adjusting module |
| US20090194665A1 (en) * | 2008-02-06 | 2009-08-06 | Swa Holding Company, Inc. | Adjustable Support Stand for Pre-Cast Concrete Wall Forms |
| CN201169916Y (en) * | 2008-03-26 | 2008-12-24 | 中铁十三局集团第四工程有限公司 | T girder moulding board capable of adjusting wing edge falling gradient |
| CN201574581U (en) * | 2009-12-10 | 2010-09-08 | 吴真珍 | T beam die plate |
| CN202137840U (en) * | 2011-04-19 | 2012-02-08 | 中国铁工建设有限公司 | Gradient adjusting device of precast bridge |
| CN204054301U (en) * | 2014-09-12 | 2014-12-31 | 中铁四局集团第一工程有限公司 | Highway T side template height-regulating device |
| CN204658640U (en) * | 2015-03-12 | 2015-09-23 | 成都迅德科技有限公司 | Template adjustment structure |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107363970A (en) * | 2017-08-07 | 2017-11-21 | 张家港市兴鸿达基础有限公司 | A kind of Y types bridge heap prefabricated components mould |
Also Published As
| Publication number | Publication date |
|---|---|
| CN104760125B (en) | 2017-03-29 |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C06 | Publication | ||
| PB01 | Publication | ||
| EXSB | Decision made by sipo to initiate 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: Chu Xingmin Inventor after: Chu Xingkun Inventor after: Pan Yong Inventor after: Cao Shuliang Inventor after: Kong Lingzhi Inventor before: Gong Suhua |
|
| COR | Change of bibliographic data | ||
| TA01 | Transfer of patent application right |
Effective date of registration: 20170228 Address after: 256600 Binzhou City, north shore of the city of Shandong City Economic Development Zone, Phoenix Road, west of the road, Indus Road, nine, South Road, six Applicant after: Shandong Boyuan Industry 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 Applicant before: CHENGDU XUNDE TECHNOLOGY CO., LTD. |
|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| PE01 | Entry into force of the registration of the contract for pledge of patent right | ||
| PE01 | Entry into force of the registration of the contract for pledge of patent right |
Denomination of invention: Template adjustment structure Effective date of registration: 20190729 Granted publication date: 20170329 Pledgee: Bank of Weifang, Limited by Share Ltd, Binzhou branch Pledgor: Shandong Boyuan Industry Co., Ltd. Registration number: 2019370000173 |
|
| PC01 | Cancellation of the registration of the contract for pledge of patent right | ||
| PC01 | Cancellation of the registration of the contract for pledge of patent right |
Date of cancellation: 20210408 Granted publication date: 20170329 Pledgee: Bank of Weifang Limited by Share Ltd. Binzhou branch Pledgor: SHANDONG BOYUAN HEAVY INDUSTRY Co.,Ltd. Registration number: 2019370000173 |