CN202577963U - Novel cylinder pier template - Google Patents
Novel cylinder pier template Download PDFInfo
- Publication number
- CN202577963U CN202577963U CN 201220012165 CN201220012165U CN202577963U CN 202577963 U CN202577963 U CN 202577963U CN 201220012165 CN201220012165 CN 201220012165 CN 201220012165 U CN201220012165 U CN 201220012165U CN 202577963 U CN202577963 U CN 202577963U
- Authority
- CN
- China
- Prior art keywords
- template
- anchor ear
- bolt
- cylinder pier
- columniform
- 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
- 239000002390 adhesive tape Substances 0.000 claims description 5
- XEEYBQQBJWHFJM-UHFFFAOYSA-N Iron Chemical compound [Fe] XEEYBQQBJWHFJM-UHFFFAOYSA-N 0.000 abstract description 12
- 229910000831 Steel Inorganic materials 0.000 abstract description 10
- 239000010959 steel Substances 0.000 abstract description 10
- 229910052742 iron Inorganic materials 0.000 abstract description 6
- 101100460844 Mus musculus Nr2f6 gene Proteins 0.000 description 11
- 238000010276 construction Methods 0.000 description 6
- 238000009415 formwork Methods 0.000 description 4
- 230000000694 effects Effects 0.000 description 3
- 239000002699 waste material Substances 0.000 description 3
- 230000009286 beneficial effect Effects 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 238000009434 installation Methods 0.000 description 1
- 238000000034 method Methods 0.000 description 1
- 238000004064 recycling Methods 0.000 description 1
- 230000003014 reinforcing effect Effects 0.000 description 1
Images
Landscapes
- Bridges Or Land Bridges (AREA)
Abstract
The utility model provides a novel cylinder pier template, includes columniform template and fastener, and columniform template is formed by two semicircular PVC section of jurisdiction concatenations of cross section, and the fastener is the staple bolt, and the internal diameter of staple bolt is the same with the external diameter of PVC section of jurisdiction, and it has the bolt hole to open on the pterygoid lamina of staple bolt to by bolt-up. The utility model discloses can solve current middle and small diameter cylinder mound design steel form fund input big, processing cycle is long, extravagant serious, the easy deformation of iron sheet influences the problem of pier stud appearance quality in the plank sheathing.
Description
Technical field
The utility model relates to a kind of novel building member, particularly a kind of novel column template.
Background technology
When building engineering construction, medium-small diameter cylinder pier construction formwork adopts iron clad skin in set shaped steel formwork or the wooden form usually.The set shaped steel formwork fund input is big, the process-cycle is long, because template needs repeatedly recycling in construction, cause claim for eot, and medium-small diameter steel form reuse factor is low, and the template waste is serious, and cost strengthens; The iron clad skin is generally disposable use in the wooden form, because the vibration effect in the concrete vibrating engineering is prone to cause template deformation, makes that concavo-convex and size distortion appears in the pier stud surface, influences presentation quality after the construction completion.
The utility model content
The purpose of the utility model provides a kind of novel cylinder pier template, solves that the fund input of existing medium-small diameter cylinder pier set shaped steel formwork is big, the process-cycle is long, the waste important disadvantages; The yielding problem that influences the pier stud presentation quality of iron clad skin in the wooden form.
For realizing above-mentioned purpose, the utility model adopts following technical scheme:
A kind of novel cylinder pier template; Comprise columniform template and securing member; Said columniform template is to be that semicircular two pvc pipe sheets are spliced by cross section, and said securing member is an anchor ear, and the internal diameter of anchor ear is identical with the external diameter of pvc pipe sheet; Have bolt hole on the wing plate of anchor ear, and by bolton.
Said anchor ear is annular or two shapes that semi-ring is involutory.
Said two pvc pipe sheets are spliced into cylindricality with double faced adhesive tape.
Compared with prior art the utlity model has following characteristics and beneficial effect:
The utility model is reinforced with anchor ear, easy disassembly, and a people can operate, and technical scheme has not only reached accurate effective support, and smooth in appearance reduces potential safety hazard, and easy installation and removal, and is time saving and energy saving, reduces cost, and cuts the waste.
The utility model can be widely used in the construction processing of medium-small diameter cylinder pier.
Description of drawings
Below in conjunction with accompanying drawing the utility model is done further detailed explanation.
Fig. 1 is the structural representation of the utility model cylinder pier template.
Reference numeral: 1-PVC section of jurisdiction, 2-anchor ear, 3-wing plate, 4-double faced adhesive tape.
The specific embodiment
Embodiment is referring to shown in Figure 1; A kind of novel cylinder pier template comprises columniform template and securing member, and said columniform template is to be that semicircular two pvc pipe sheets 1 are spliced by cross section; Said securing member is an anchor ear 2; The internal diameter of anchor ear 2 is identical with the external diameter of pvc pipe sheet, has bolt hole on the wing plate 3 of anchor ear 2, and by bolton.
Said anchor ear 2 is annular or two shapes that semi-ring is involutory.
Said two pvc pipe sheets, 1 usefulness double faced adhesive tape 4 is spliced into cylindricality.
The processing use of the utility model is following:
Step 1: adopt internal diameter identical with the cylinder pier diameter, wall thickness is the pvc pipe of 1cm, and wall thickness is thicker to be in order to prevent that pvc pipe from breaking, use hacksaw to cut open along tube hub and be two halves that every template angle is 180
0The pvc pipe template will have certain thickness, can guarantee that like this template is indeformable, and the vibration effect that produces when not vibrated makes that the cylinder pier concrete surface is smooth, guarantees construction quality;
Step 2: adopt the thick double faced adhesive tape 4 of 2mm to clog in the middle of two pvc pipe sheets 1, prevent the spillage phenomenon, influence concrete stub presentation quality;
Step 3: two pvc pipe sheet 1 outsides adopt anchor ear 2 to reinforce, and the inscribed circle diameter that anchor ear 2 is formed is identical with the external diameter of pvc pipe sheet, and the effect of anchor ear 2 is to be locked on the template outer wall, prevents to occur in the concreting process mould phenomenon that rises.The form of anchor ear 2 is varied, and present embodiment adopts wide 4cm, and the band iron of thick 3mm is processed, and the steel plate of 4 * 5 * 0.5cm is welded as wing plate 3 in the band iron two ends, the steel plate central punch, and the aperture is than set bolt somewhat larger in diameter, and it is firm to reinforce with bolt;
Step 4: through anchor ear 2 pvc pipe sheet 1 is fixed in the pier stud position, anchor ear 2 is fastening with wing plate 3 through bolt; Anchor ear 2
Fixedly be rigidity, accurate for guaranteeing Template Location, template adopts the steel pipe of diameter 42mm to set up well frame and fixes, and with the fixing steel pipe of fastener, sets up bearing diagonal with steel pipe and carry out reinforcing template.
Claims (3)
1. novel cylinder pier template; Comprise columniform template and securing member; It is characterized in that: said columniform template is to be that semicircular two pvc pipe sheets (1) are spliced by cross section, and said securing member is anchor ear (2), and the internal diameter of anchor ear (2) is identical with the external diameter of pvc pipe sheet; Have bolt hole on the wing plate (3) of anchor ear (2), and by bolton.
2. novel cylinder pier template according to claim 1 is characterized in that: said anchor ear (2) is annular or two shapes that semi-ring is involutory.
3. novel cylinder pier template according to claim 1 is characterized in that: said two pvc pipe sheets (1) are spliced into cylindricality with double faced adhesive tape (4).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 201220012165 CN202577963U (en) | 2012-01-12 | 2012-01-12 | Novel cylinder pier template |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 201220012165 CN202577963U (en) | 2012-01-12 | 2012-01-12 | Novel cylinder pier template |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN202577963U true CN202577963U (en) | 2012-12-05 |
Family
ID=47247388
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN 201220012165 Expired - Fee Related CN202577963U (en) | 2012-01-12 | 2012-01-12 | Novel cylinder pier template |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN202577963U (en) |
Cited By (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103184794A (en) * | 2013-03-12 | 2013-07-03 | 杭州二建建设有限公司 | Quick formwork construction method for cylindrical strap type butt splicing wooden template |
| CN103643795A (en) * | 2013-12-24 | 2014-03-19 | 山东万鑫建设有限公司 | Fastening type cylindrical timber formwork concrete casting construction method |
| CN103953190A (en) * | 2014-05-09 | 2014-07-30 | 中国十七冶集团有限公司 | Formwork supporting device for hollow cone platform and formwork supporting method |
| CN105649329A (en) * | 2015-03-23 | 2016-06-08 | 中国建筑第四工程局有限公司 | Reinforcing structure for large-section framework column formworks and construction method |
| CN107356463A (en) * | 2017-08-29 | 2017-11-17 | 福州大学 | Microorganism grouting technique consolidates the laboratory testing rig and test method of residual soil |
| CN110700577A (en) * | 2019-10-21 | 2020-01-17 | 徐州鑫固钢模有限公司 | Device with built-in plate steel template |
| CN111411775A (en) * | 2020-03-26 | 2020-07-14 | 南京海晨霞工程科技有限公司 | Template applied to structural column |
-
2012
- 2012-01-12 CN CN 201220012165 patent/CN202577963U/en not_active Expired - Fee Related
Cited By (11)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103184794A (en) * | 2013-03-12 | 2013-07-03 | 杭州二建建设有限公司 | Quick formwork construction method for cylindrical strap type butt splicing wooden template |
| CN103184794B (en) * | 2013-03-12 | 2015-10-28 | 杭州二建建设有限公司 | Cylinder hoop tuype is to spelling wooden form quick template supporting construction method |
| CN103643795A (en) * | 2013-12-24 | 2014-03-19 | 山东万鑫建设有限公司 | Fastening type cylindrical timber formwork concrete casting construction method |
| CN103643795B (en) * | 2013-12-24 | 2016-09-14 | 山东万鑫建设有限公司 | Fastening type cylindrical timber formwork concrete casting construction method |
| CN103953190A (en) * | 2014-05-09 | 2014-07-30 | 中国十七冶集团有限公司 | Formwork supporting device for hollow cone platform and formwork supporting method |
| CN103953190B (en) * | 2014-05-09 | 2015-12-02 | 中国十七冶集团有限公司 | Hollow round table erecting device and mold method |
| CN105649329A (en) * | 2015-03-23 | 2016-06-08 | 中国建筑第四工程局有限公司 | Reinforcing structure for large-section framework column formworks and construction method |
| CN107356463A (en) * | 2017-08-29 | 2017-11-17 | 福州大学 | Microorganism grouting technique consolidates the laboratory testing rig and test method of residual soil |
| CN107356463B (en) * | 2017-08-29 | 2023-12-01 | 福州大学 | Indoor test device and method for concreting residual soil by microorganism grouting technology |
| CN110700577A (en) * | 2019-10-21 | 2020-01-17 | 徐州鑫固钢模有限公司 | Device with built-in plate steel template |
| CN111411775A (en) * | 2020-03-26 | 2020-07-14 | 南京海晨霞工程科技有限公司 | Template applied to structural column |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN202577963U (en) | Novel cylinder pier template | |
| CN203201146U (en) | Gasket for reinforcing column formwork | |
| CN2806643Y (en) | Connecting angle mould for profiled column fiberglass reinforced plastic formboard | |
| CN204386154U (en) | Wall internal corner concrete casting shaping equipment | |
| CN203347233U (en) | Tapered tie bolt for large steel formworks | |
| CN205677236U (en) | Special-shaped column strengthening keel structure | |
| CN205822768U (en) | A kind of detachable die mould Steel Thin-Wall template | |
| CN102400552A (en) | Boundary beam upper-port anti-expansion mold reinforcing device | |
| CN204552104U (en) | A kind of flooring aluminum alloy building template form removal instrument | |
| CN202131770U (en) | Deformation joint molding plate supporting structure | |
| CN207988501U (en) | The mounting structure of angle steel is used at China Democratic National Construction Association's house template splicing | |
| CN204676885U (en) | A kind of steel concrete column template fast pacifies the system of tearing open | |
| CN204112735U (en) | A kind of template fixator | |
| CN204551172U (en) | A kind of prefabricated road surface of assembled steel reinforced concrete hollow | |
| CN203097290U (en) | Assembled type split bolt | |
| CN108277979A (en) | The mounting structure and method of angle steel are used at China Democratic National Construction Association's house template splicing | |
| CN201460200U (en) | Combined steel formwork | |
| CN211447760U (en) | Aluminum alloy wall template reinforcing and quick assembling and disassembling structure | |
| CN203145464U (en) | Draw bar | |
| CN206928640U (en) | A kind of architectural engineering PVC building templates | |
| CN203092732U (en) | Mold for preparing reinforced concrete test block | |
| CN202899023U (en) | Small section thin-walled hollow pier inner die for bridges | |
| CN201850700U (en) | Secondary beam of corrugated web H-shaped steel floor and supporting support rod | |
| CN104060821A (en) | Simple column/beam template lockset and construction method thereof | |
| CN204199685U (en) | Internal corner part concrete mould plated construction |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| ASS | Succession or assignment of patent right |
Owner name: CHINA CONSTRUCTION EIGHTH ENGINEERING DIVISION CO. Free format text: FORMER OWNER: CHINA CONSTRUCTION CIVIL CONSTRUCTION CORP. Effective date: 20130312 |
|
| C41 | Transfer of patent application or patent right or utility model | ||
| COR | Change of bibliographic data |
Free format text: CORRECT: ADDRESS; FROM: 100070 FENGTAI, BEIJING TO: 200122 PUDONG NEW AREA, SHANGHAI |
|
| TR01 | Transfer of patent right |
Effective date of registration: 20130312 Address after: 200122 Pudong New Area Century Avenue, Shanghai, No. 27, layer 1568 Patentee after: CHINA CONSTRUCTION EIGHTH ENGINEERING DIVISION Co.,Ltd. Address before: 16 100070 Beijing city Fengtai District district headquarters base Fengmao Road No. 20 building 5 floor Patentee before: CHINA CONSTRUCTION CIVIL ENGINEERING Co.,Ltd. |
|
| CF01 | Termination of patent right due to non-payment of annual fee | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20121205 Termination date: 20190112 |