CN107013036A - A kind of vertical structure template bottom positions centering forming method - Google Patents
A kind of vertical structure template bottom positions centering forming method Download PDFInfo
- Publication number
- CN107013036A CN107013036A CN201710291708.0A CN201710291708A CN107013036A CN 107013036 A CN107013036 A CN 107013036A CN 201710291708 A CN201710291708 A CN 201710291708A CN 107013036 A CN107013036 A CN 107013036A
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- CN
- China
- Prior art keywords
- vertical structure
- steel
- line
- ink marker
- face
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- 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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Classifications
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
- E04G17/00—Connecting or other auxiliary members for forms, falsework structures, or shutterings
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
- E04G21/00—Preparing, conveying, or working-up building materials or building elements in situ; Other devices or measures for constructional work
- E04G21/14—Conveying or assembling building elements
- E04G21/16—Tools or apparatus
- E04G21/18—Adjusting tools; Templates
- E04G21/1808—Holders for bricklayers' lines, bricklayers' bars; Sloping braces
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Mechanical Engineering (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Placing Or Removing Of Piles Or Sheet Piles, Or Accessories Thereof (AREA)
Abstract
A kind of vertical structure template bottom positions centering forming method, belongs to the concreting field of vertical building structure in engineering construction, including step：(1) positioning is first measured in each face in vertical structure bottom by surveyor, and in the line of ink marker of each face bullet cope plate installation；(2) punched along the line of ink marker using concrete impact drill, each bore dia is 12~14mm, the adjacent holes on the same line of ink marker are away from for 450~550mm, and two holes are at least made a call in each face, and the two ends in each face must respectively have one, and each hole depth is 50~80mm；(3) 10~12mm of Φ Steel-bar Pile is knocked in into hole, Steel-bar Pile is located on the inside of the line of ink marker, and outer wall and the line of ink marker are tangent, the exposed 50~70mm of each Steel-bar Pile；(4) it is close to Steel-bar Pile and vertical structure template, disposable positioning, centering and the molding construction operation for completing vertical structure template bottom is installed.The present invention can solve the technical problem that cumbersome, efficiency is low, labor intensity is big and construction quality is poor of being constructed during the existing centering to Template Location.
Description
Technical field
It is especially a kind of vertical knot the present invention relates to the concreting template of vertical building structure in engineering construction
Structure template bottom positions centering forming method.
Background technology
At present, when the model sheetinstallat to architectural engineering vertical structure (such as post, wall, wall) is constructed, its underpart need to be entered
Row positioning and centering, typically using following methods：Elder generation's line of ink marker on the bullet of vertical structure bottom by surveyor, then by manually will
Construction is grouped against the line of ink marker in template.Such a method needs repeatedly to check the positioning centering of template bottom, axial location, plane
The bad control of size, error is larger, and formwork structure section molding construction is second-rate.
The content of the invention
The technical problem to be solved in the present invention is to provide a kind of vertical structure template bottom positioning centering forming method, can
Solve the technical problem that cumbersome, efficiency is low, labor intensity is big and construction quality is poor of being constructed during the existing centering to Template Location.
The technical solution of the present invention is to provide a kind of vertical structure template bottom positioning centering forming method, including
Following steps：
(1) positioning is first measured in each face in vertical structure bottom by surveyor, and in each face bullet cope plate installation
The line of ink marker；
(2) along the line of ink marker using concrete impact drill punch, each bore dia is 12~14mm, the adjacent holes on the same line of ink marker away from
For 450~550mm, two holes are at least made a call in each face, and the two ends in each face must respectively have one, and each hole depth is 50~80mm；
(3) 10~12mm of Φ Steel-bar Pile is knocked in into hole, Steel-bar Pile is located on the inside of the line of ink marker, and outer wall and the line of ink marker are tangent,
The exposed 50~70mm of each Steel-bar Pile；
(4) be close to Steel-bar Pile and vertical structure template be installed, the disposable positioning for completing vertical structure template bottom, centering and
Molding construction operation.
A kind of vertical structure template bottom positioning centering forming method of the present invention, wherein, the aperture in step (2)
For 14mm, adjacent holes are away from for 500mm, and hole depth is the Steel-bar Pile a diameter of Φ 12mm, exposed 70mm in 65mm, step (3).
After above structure, compared with prior art, a kind of vertical structure template bottom positioning centering shaping of the invention
Method has advantages below：The Steel-bar Pile knocked in hole can carry for installation positioning, centering and the shaping of vertical structure template bottom
For datum mark and support, under the positioning action of Steel-bar Pile, vertical structure template proximate Steel-bar Pile can be completed into group to construction,
Therefore, the present invention is this first plays the line of ink marker, after punched along the line of ink marker, then knock in into hole the method for Steel-bar Pile and ensure that vertical structure
Template bottom accurate positioning, centering simple and quick construction, shaping is correct, and production efficiency is high, labor intensity is low.In addition, this hair
The bright construction quality for also improving vertical structure template, i.e. orientation axis are accurate, template face is straight, and formwork structure is upright, structure
Shaping is correct.
Aperture is set to 14mm, adjacent holes are set to 65mm away from 500mm, hole depth is set to, using Φ 12mm Steel-bar Piles, and it is exposed
70mm, this make it that the construction quality of vertical structure template is more preferable.
Brief description of the drawings
Fig. 1 is that a kind of vertical structure template bottom of the invention is positioned in centering forming method to vertical structure bottom bullet inking
Overlooking the structure diagram after line and punching；
Fig. 2 is vertical structure template proximate to exist in positioning centering forming method in a kind of vertical structure template bottom of the invention
Side structure schematic view when in Steel-bar Pile.
Specific embodiment
Centering forming method is positioned to a kind of vertical structure template bottom of the invention with specific embodiment below in conjunction with the accompanying drawings
It is described in further detail：
Embodiment 1
As depicted in figs. 1 and 2, in this embodiment, a kind of vertical structure template bottom positioning centering of the invention
Forming method, comprises the following steps：
(1) positioning is first measured in each face in vertical structure bottom 3 by surveyor, and in each face bullet cope plate installation
The line of ink marker 5；
(2) punched along the line of ink marker 5 using concrete impact drill, each bore dia is 14mm, the adjacent holes on the same line of ink marker 5 away from for
Two holes 4 are at least made a call in 500mm, each face, and must respectively there be a hole 4 two ends in each face, and each hole depth is 65mm；
(3) Φ 12mm Steel-bar Pile 7 is knocked in into hole 4, Steel-bar Pile 7 is located at the inner side of the line of ink marker 5, and outer wall and the line of ink marker 5 are tangent,
Each exposed 70mm of Steel-bar Pile 7；
(4) it is close to Steel-bar Pile 7 and vertical structure template 6 is installed, disposably completes the positioning of the bottom of vertical structure template 6, looks for
Just and molding construction operation.
Embodiment 2
As different from Example 1, each bore dia is 13mm in step (2), the adjacent holes on the same line of ink marker 5 away from for
450mm, each hole depth is 50mm.Φ 11mm Steel-bar Pile 7 is knocked in step (3) into hole 4, Steel-bar Pile 7 is located in the line of ink marker 5
Side, and outer wall and the line of ink marker 5 are tangent, each exposed 60mm of Steel-bar Pile 7.
Embodiment 3
As different from Example 1, each bore dia is 12mm in step (2), the adjacent holes on the same line of ink marker 5 away from for
550mm, each hole depth is 80mm.Φ 10mm Steel-bar Pile 7 is knocked in step (3) into hole 4, Steel-bar Pile 7 is located in the line of ink marker 5
Side, and outer wall and the line of ink marker 5 are tangent, each exposed 50mm of Steel-bar Pile 7.
The present invention is simple and efficient to handle in construction relative to manually for line and multiple bearing centering, can reduce
Labor intensity is very time saving and energy saving, it is ensured that the bottom accurate positioning of vertical structure template, centering are simple and efficient, improve production
Efficiency and the Forming Quality of template construction (i.e. orientation axis is accurate, template face is straight, formwork structure is upright, shaping structures just
Really).
Embodiment described above is only that the preferred embodiment of the present invention is described, not to the model of the present invention
Enclose and be defined, on the premise of design spirit of the present invention is not departed from, technical side of the those of ordinary skill in the art to the present invention
Various modifications and improvement that case is made, all should fall within the scope of protection of the present invention.
Claims (2)
1. a kind of vertical structure template bottom positions centering forming method, it is characterised in that comprise the following steps：
(1) positioning is first measured in vertical structure bottom (3) each face by surveyor, and in the ink of each face bullet cope plate installation
Line (5)；
(2) punched along the line of ink marker (5) using concrete impact drill, each bore dia is 12~14mm, the adjacent holes on the same line of ink marker (5)
Away from for 450~550mm, two holes (4) are at least made a call in each face, and the two ends in each face must respectively have one, and each hole depth is 50~
80mm；
(3) 10~12mm of Φ Steel-bar Pile (7) is knocked in into hole (4), Steel-bar Pile (7) is located on the inside of the line of ink marker (5), and outer wall and ink
Line (5) is tangent, each exposed 50~70mm of Steel-bar Pile (7)；
(4) it is close to Steel-bar Pile (7) and vertical structure template (6) is installed, the disposable positioning for completing vertical structure template (6) bottom,
Centering and molding construction operation.
2. a kind of vertical structure template bottom positioning centering forming method according to claim 1, it is characterised in that：Step
(2) aperture in is 14mm, and adjacent holes are away from for 500mm, and hole depth is a diameter of Φ 12mm of Steel-bar Pile in 65mm, step (3), outside
Reveal 70mm.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201710291708.0A CN107013036A (en) | 2017-04-28 | 2017-04-28 | A kind of vertical structure template bottom positions centering forming method |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201710291708.0A CN107013036A (en) | 2017-04-28 | 2017-04-28 | A kind of vertical structure template bottom positions centering forming method |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN107013036A true CN107013036A (en) | 2017-08-04 |
Family
ID=59447520
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201710291708.0A Pending CN107013036A (en) | 2017-04-28 | 2017-04-28 | A kind of vertical structure template bottom positions centering forming method |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN107013036A (en) |
Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN201372571Y (en) * | 2008-10-23 | 2009-12-30 | 中冶京唐建设有限公司 | All-steel large template upper port positioning plate |
| CN102644382A (en) * | 2012-05-15 | 2012-08-22 | 黑龙江高格建材科技股份有限公司 | Mounting technology of large-module wall |
| WO2014153589A1 (en) * | 2013-03-27 | 2014-10-02 | Eaa Research Engineer Pty Ltd | Panel for a building structure, a building system and a building structure having the building panel |
| KR20150070846A (en) * | 2013-12-17 | 2015-06-25 | (주)광지세이프티 | Separable Fence |
| CN105089184A (en) * | 2015-08-11 | 2015-11-25 | 中建二局第三建筑工程有限公司 | Multi-curved concrete hollow modelling wall construction method and rhombic hollow structure formwork |
-
2017
- 2017-04-28 CN CN201710291708.0A patent/CN107013036A/en active Pending
Patent Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN201372571Y (en) * | 2008-10-23 | 2009-12-30 | 中冶京唐建设有限公司 | All-steel large template upper port positioning plate |
| CN102644382A (en) * | 2012-05-15 | 2012-08-22 | 黑龙江高格建材科技股份有限公司 | Mounting technology of large-module wall |
| WO2014153589A1 (en) * | 2013-03-27 | 2014-10-02 | Eaa Research Engineer Pty Ltd | Panel for a building structure, a building system and a building structure having the building panel |
| KR20150070846A (en) * | 2013-12-17 | 2015-06-25 | (주)광지세이프티 | Separable Fence |
| CN105089184A (en) * | 2015-08-11 | 2015-11-25 | 中建二局第三建筑工程有限公司 | Multi-curved concrete hollow modelling wall construction method and rhombic hollow structure formwork |
Non-Patent Citations (1)
| Title |
|---|
| 建设部人事教育司: "《木工》", 30 September 2003, 中国建筑工业出版社 * |
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|---|---|---|---|
| PB01 | Publication | ||
| PB01 | Publication | ||
| SE01 | Entry into force of request for substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| CB02 | Change of applicant information |
Address after: 230000 East Fozhang Road and North Tingyun Road Office Building, Hefei Economic and Technological Development Zone, Anhui Province Applicant after: China National Chemical Engineering Third Construction Co., Ltd. Address before: 232038 No. 98 Dongshan Road, Tianjiaan District, Huainan City, Anhui Province Applicant before: China National Chemical Engineering Third Construction Co., Ltd. |
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| CB02 | Change of applicant information | ||
| RJ01 | Rejection of invention patent application after publication |
Application publication date: 20170804 |
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| RJ01 | Rejection of invention patent application after publication |