CN104760125B - Template adjustment structure - Google Patents
Template adjustment structure Download PDFInfo
- Publication number
- CN104760125B CN104760125B CN201510107202.0A CN201510107202A CN104760125B CN 104760125 B CN104760125 B CN 104760125B CN 201510107202 A CN201510107202 A CN 201510107202A CN 104760125 B CN104760125 B CN 104760125B
- Authority
- CN
- China
- Prior art keywords
- plate
- column
- adjustable plate
- rotary shaft
- steel plate
- 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.)
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Links
- 229910000831 Steel Inorganic materials 0.000 claims abstract description 25
- 239000010959 steel Substances 0.000 claims abstract description 25
- 230000001105 regulatory effect Effects 0.000 claims abstract description 15
- 239000003351 stiffener Substances 0.000 claims description 4
- 238000010276 construction Methods 0.000 abstract description 4
- 230000000694 effects Effects 0.000 abstract description 4
- 238000005516 engineering process Methods 0.000 description 2
- 238000010586 diagram Methods 0.000 description 1
- 235000013399 edible fruits Nutrition 0.000 description 1
- 238000009440 infrastructure construction Methods 0.000 description 1
- 238000009434 installation Methods 0.000 description 1
- 239000000203 mixture Substances 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 238000012986 modification 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)
- Joining Of Building Structures In Genera (AREA)
- Conveying And Assembling Of Building Elements In Situ (AREA)
Abstract
The invention discloses a kind of template adjustment structure, including column, column is two, two columns are connected with rotary shaft between top, rotary shaft one end is extended in a column, its other end is fixed on another column medial surface, rotary shaft is provided with anchor plate, arrange through rotary shaft at the top of anchor plate, its bottom is arranged through an adjustable plate, adjustable plate two ends are extended on two column lateral surfaces, fixture is connected between adjustable plate and anchor plate, junction steel plate is additionally provided between two columns and below adjustable plate, junction steel plate two ends are embedded to be arranged in two columns, junction steel plate lower surface is provided with regulating bolt, regulating bolt is hinged on junction steel plate.This template adjustment structure is conveniently shaped and is adjusted, and with good structure connectivity energy, fixed effect is good, preferably can anchor together each part, and will not template be caused to damage, simple to operate, effectively increases efficiency of construction.
Description
Technical field
The present invention relates to a kind of template adjustment structure, more particularly to a kind of template adjustment structure.
Background technology
In infrastructure construction, the purpose few in order to reach floor space, bridge is just widely adopted, thus bridge
Construction work is also more and more, and the bridge floor horizontal wall inscription in curve, easement curve position is continually changing, and is carrying out T-shaped
When beam prefabricated, the horizontal wall inscription control of beam slab is very crucial, directly influences the structure sheaf of bridge installation quality and deck paving
Thickness and whole linear control, but the horizontal wall inscription of tee girder is different from, again can not possibly one in order to precast qualified tee girder
Piece tee girder is equipped with a set of template, so that a kind of adjustable template, could preferably carry out supporting but general template
It is also unstable that adjustment structure can not preferably play switching performance between modulability, and component.
The content of the invention
The technical problem to be solved in the present invention is：Overcome the problems referred to above, there is provided one kind is conveniently shaped and adjusted, and has
Good structure connectivity energy, fixed effect are good, preferably can anchor together each part, and template will not be caused
The template adjustment structure of damage.
To achieve these goals, the technical solution used in the present invention is such：The template adjustment structure of the present invention, bag
Column is included, column is two, and two columns are connected with rotary shaft between top, and rotary shaft one end is extended in a column, its
The other end is fixed on another column medial surface, and rotary shaft is provided with anchor plate, is arranged through rotary shaft, its bottom at the top of anchor plate
Portion is arranged through an adjustable plate, and adjustable plate two ends extend on two column lateral surfaces, are connected between adjustable plate and anchor plate
Fixture, is additionally provided with junction steel plate between two columns and below adjustable plate, junction steel plate two ends are embedded to be arranged on two columns
Interior, junction steel plate lower surface is provided with regulating bolt, and regulating bolt is hinged on junction steel plate.
Further, as a kind of specific version, adjustable plate of the present invention is steel plate adjustable plate.
Further, as a kind of specific version, adjustable plate relatively horizontal orientation of the present invention is obliquely installed.
Further, as a kind of specific version, regulating bolt of the present invention adopts double end regulating bolt.
Further, as a kind of specific version, column of the present invention is steel structural upright column.
Further, as a kind of specific version, the built-in stiffener of column of the present invention.
Compared with prior art, it is an advantage of the current invention that：This template adjustment structure is conveniently shaped and is adjusted, and has
Good structure connectivity energy, fixed effect are good, preferably can anchor together each part, and template will not be caused
Damage, it is simple to operate, effectively increase efficiency of construction.
Description of the drawings
The present invention is further described with reference to the accompanying drawings and examples.
Fig. 1 is the structural representation of the present invention；
In figure：1. column；2. rotary shaft；3. adjustable plate；4. anchor plate；5. fixture；6. junction steel plate；7. spiral shell is adjusted
Bolt.
Specific embodiment
In conjunction with the accompanying drawings, the present invention is further detailed explanation.These accompanying drawings are simplified schematic diagram, only with
The basic structure of the illustration explanation present invention, therefore which only shows the composition relevant with the present invention.
The preferred embodiment of template adjustment structure of the present invention as shown in Figure 1, including column 1, column 1 are two, and two stand
Post 1 is connected with rotary shaft 2 between top, and 2 one end of rotary shaft is extended in a column 1, and its other end is fixed on another vertical
On 1 medial surface of post, rotary shaft 2 is provided with anchor plate 4, arranges through rotary shaft 2 at the top of anchor plate 4, and its bottom is adjusted through one
Plate 3 is arranged, and 3 two ends of adjustable plate are extended on two columns, 1 lateral surface, and fixture 5 is connected between adjustable plate 3 and anchor plate 4,
Junction steel plate 6 is additionally provided between two columns 1 and below adjustable plate 3,6 two ends of junction steel plate are embedded to be arranged in two columns 1,
6 lower surface of junction steel plate is provided with regulating bolt 7, and regulating bolt 7 is hinged on junction steel plate 6, and the adjustable plate 3 is adjusted for steel plate
Section plate, 3 relatively horizontal orientation of the adjustable plate are obliquely installed, and the regulating bolt 7 adopts double end regulating bolt, the column 1
For steel structural upright column, 1 built-in stiffener of the column.
The template adjustment structure of the present invention is conveniently shaped and is adjusted, with good structure connectivity energy, fixed effect
Fruit is good, preferably can anchor together each part, and will not template be caused to damage, simple to operate, effectively increases
Efficiency of construction.The adjustable plate 3 is steel plate adjustable plate so as to which adjustable plate 3 is not allowed to be also easy to produce buckling phenomenon；3 phase of the adjustable plate
Horizontal direction is obliquely installed, the regulating bolt 7 adopts double end regulating bolt, meets design concept, and is conveniently adjusted；
The column 1 is steel structural upright column, and 1 built-in stiffener of the column can preferably play booster action, and can be bigger bear
Load dynamics.
With the above-mentioned desirable embodiment according to the present invention as enlightenment, by above-mentioned description, relevant staff is complete
Various change and modification can be carried out in the range of without departing from this invention technological thought entirely.The technology of this invention
Property scope is not limited to the content on specification, it is necessary to its technical scope is determined according to right.
Claims (3)
1. a kind of template adjustment structure, including column, it is characterised in that：Column is two, and two columns connect between top
There is rotary shaft, rotary shaft one end is extended in a column, its other end is fixed on another column medial surface, and rotary shaft is provided with
Anchor plate, is arranged through rotary shaft at the top of anchor plate, and its bottom is arranged through an adjustable plate, and adjustable plate two ends extend in two and stand
On post lateral surface, fixture between adjustable plate and anchor plate, is connected with, between two columns and positioned at the company of being additionally provided with below adjustable plate
Steel plate is connect, junction steel plate two ends are embedded to be arranged in two columns, junction steel plate lower surface is provided with regulating bolt, regulating bolt hinge
It is connected on junction steel plate；The adjustable plate is steel plate adjustable plate；The adjustable plate relatively horizontal orientation is obliquely installed；The regulation
Bolt adopts double end regulating bolt.
2. template adjustment structure according to claim 1, it is characterised in that：The column is steel structural upright column.
3. template adjustment structure according to claim 1, it is characterised in that：The built-in stiffener of the 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 CN104760125A (en) | 2015-07-08 |
| CN104760125B true 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) |
Families Citing this family (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107363970B (en) * | 2017-08-07 | 2019-08-23 | 张家港市兴鸿达基础有限公司 | A kind of Y type bridge heap prefabricated components mold |
Family Cites Families (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 |
| US7922145B2 (en) * | 2008-02-06 | 2011-04-12 | 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 |
-
2015
- 2015-03-12 CN CN201510107202.0A patent/CN104760125B/en active Active
Also Published As
| Publication number | Publication date |
|---|---|
| CN104760125A (en) | 2015-07-08 |
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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 |