CN205777479U - Overhead type concrete storage tank pile cover template - Google Patents
Overhead type concrete storage tank pile cover template Download PDFInfo
- Publication number
- CN205777479U CN205777479U CN201620502151.1U CN201620502151U CN205777479U CN 205777479 U CN205777479 U CN 205777479U CN 201620502151 U CN201620502151 U CN 201620502151U CN 205777479 U CN205777479 U CN 205777479U
- Authority
- CN
- China
- Prior art keywords
- template
- semicircle
- band steel
- pile cover
- storage tank
- 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
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Abstract
A kind of overhead type concrete storage tank pile cover template, including: be oppositely arranged a pair semicircle template, it is arranged on the Os Draconis of semicircle template outer surface, is arranged on the vertical band steel of semicircle two straight flanges of template, wherein, vertically band steel is provided with several bolt hole, it is separately installed with bolt and nut pair, by two pieces of semicircle dies plate tap together in several bolts hole；The bottom of semicircle template is separately installed with semi-circular band steel, and the middle part of semi-circular band steel is provided with half circumferential groove, is provided with rubber-plastic sponge in half circumferential groove.This utility model not only efficiently avoid pile cover and pours period spillage phenomenon, decreases the generation of the situation of rotten of root, improves the quality that pile cover pours；It is additionally, since during pasting other operations before rubber-plastic sponge can be arranged in installation form to intersect and carries out, greatly reduce the time building, smearing cement mortar and wait by laying bricks or stones, improve work efficiency and sequence continuation.
Description
Technical field
This utility model relates to template, particularly relates to a kind of overhead type concrete storage tank pile cover template.
Background technology
At present, in installing engineering, most vertical concrete structure formwork as bottom bracing structure,
After utilizing the modes such as permanent structure bottom it, brick fetal membrane or cement mortar levelling, then vertical template is installed,
Template uses the closure of the material such as cement mortar, fluid sealant, with mortar leakage prevention with the gap of bottom bracing structure.
Existing template is generally common wooden template or steel form, is plane bottom it, is installing
Time on bottom bracing structure, due to the flatness of the structure supported of the gap between template and supporting construction
Impact is relatively big, so, when overhead type concrete storage tank pile cover is constructed, need between template and supporting construction
Brick fetal membrane to be used is levelling；And owing to its flatness is built by laying bricks or stones level, selection of measuring point, survey by operator
The impact such as accuracy of measurement is relatively big, it is therefore more difficult to control.And after common templates is installed, between great majority exist
The problem that gap is bigger, must use cement mortar to block again.If cement mortar is only built by laying bricks or stones at punching block
Plate outer rim, when concreting, still has part of cement slurry to flow out, and flows between template and brick fetal membrane
Gap in, be therefore easily caused rotten of pile cover root.It addition, after masonry of cement mortar, in addition it is also necessary to
Strength of cement mortar meets demand to have time enough to wait, otherwise, the concrete water mud poured also can
Destroy cement mortar and spill；If gap cement mortar being applied to as far as possible between template and brick fetal membrane
In, it would be possible to cement mortar is applied in pile cover, affects pile cover pouring quality.
Utility model content
Main purpose of the present utility model is the disadvantages mentioned above overcoming prior art to exist, and provides a kind of
Overhead type concrete storage tank pile cover template, it utilizes the compressibility of rubber-plastic sponge, solves due to bottom
Supporting construction out-of-flatness and the clearance issues that produces, not only efficiently avoid pile cover, to pour period spillage existing
As, decrease the generation of the situation of rotten of root, improve the quality that pile cover pours；It is additionally, since viscous
Intersect during pasting other operations before rubber-plastic sponge can be arranged in installation form and carry out, greatly reduce block
Build, smear the time of cement mortar and wait, improve work efficiency and sequence continuation.
The purpose of this utility model is realized by techniques below scheme:
A kind of overhead type concrete storage tank pile cover template, it is characterised in that: including: a pair be oppositely arranged
Semicircle template, it is arranged on the Os Draconis of semicircle template outer surface, is arranged on semicircle two straight flanges of template
Vertical band steel, wherein, vertical band steel is provided with several bolt hole, is separately installed with in several bolts hole
Bolt and nut pair, by two pieces of semicircle dies plate tap together；The bottom of semicircle template is separately installed with
Semi-circular band steel, the middle part of semi-circular band steel is provided with half circumferential groove, is provided with rubber and plastic in half circumferential groove
Sponge.
Described semicircle template is steel.
Described vertical band steel length is isometric with semicircle template.
The both sides of described rubber-plastic sponge are provided with two-sided in order to be fixed on by rubber-plastic sponge in half circumferential groove
Adhesive tape.
The beneficial effects of the utility model: this utility model is owing to using technique scheme, and its structure is simple
Single, easy to operate；It utilizes the compressibility of rubber-plastic sponge, solves owing to bottom bracing structure is uneven
Whole and the clearance issues that produces, not only efficiently avoid pile cover and pours period spillage phenomenon, decrease root
The generation of the situation that portion is rotten, improves the quality that pile cover pours；Being additionally, since stickup rubber-plastic sponge can
Intersect during other operations before being arranged in installation form and carry out, greatly reduce and build by laying bricks or stones, smear cement
Mortar and the time of wait, improve work efficiency and sequence continuation.
Accompanying drawing explanation
Fig. 1 is this utility model structural representation.
Fig. 2 is this utility model front view.
Major Symbol explanation in figure:
1. semicircle template, 2. Os Draconis, 3. vertical band steel, 4. bolt hole, 5. bolt and nut pair, 6. half
Annular band steel, 7. half circumferential groove, 8. double-sided tape, 9. rubber-plastic sponge.
Detailed description of the invention
Such as Fig. 1, shown in Fig. 2, this utility model includes: the semicircle template 1 of a pair be oppositely arranged,
Welding manner is used to be arranged on semicircle template 1 outer surface in order to ensure the Os Draconis 2 of its circularity and intensity, to adopt
The vertical band steel 3 of semicircle 1 two straight flanges of template it is arranged on, wherein, on vertical band steel 3 with welding manner
It is drilled with several bolt hole 4, is separately installed with bolt and nut in several bolts hole 4 to 5, by two pieces of semicircles
Template 1 tightens together；It is flat that the bottom of semicircle template 1 uses welding manner to be separately installed with semi-circular
Steel 6, the middle part of semi-circular band steel 6 is provided with half circumferential groove 7, is provided with and has one in half circumferential groove 7
Fixed compressible rubber-plastic sponge 9.
Above-mentioned semicircle template 1 is steel.
Above-mentioned vertical band steel 3 length is isometric with semicircle template 1.
The both sides of above-mentioned rubber-plastic sponge 9 use bonding way to be provided with in order to rubber-plastic sponge 9 to be fixed on half
Double-sided tape 8 in circumferential groove 7.
During use, rubber-plastic sponge 9 utilize double-sided tape 8 be respectively adhered on two pieces of semicircle template 1 ends
In half circumferential groove 7 on portion's annular band steel 6, then, two pieces of semicircle templates 1 are stood on stake successively
On the brick fetal membrane that cap reinforcing bar both sides have laid, then fastening bolt 5 is through in bolt hole 4 respectively, even
Connect fastening, adjusting template thickness of protection tier, perpendicularity, regulate employing adequate measures pair afterwards
Steel form 1 carries out reinforcing.
The above, be only preferred embodiment of the present utility model, not appoint this utility model
What pro forma restriction, every according to technical spirit of the present utility model above example is made any
Simple modification, equivalent variations and modification, all still fall within the range of technical solutions of the utility model.
Claims (4)
1. an overhead type concrete storage tank pile cover template, it is characterised in that: including: be oppositely arranged
Double circular shuttering, be arranged on the Os Draconis of semicircle template outer surface, to be arranged on semicircle template two straight
The vertical band steel on limit, wherein, vertical band steel is provided with several bolt hole, is respectively mounted in several bolts hole
There is bolt and nut pair, by two pieces of semicircle dies plate tap together；The bottom of semicircle template is respectively mounted
There are semi-circular band steel, the middle part of semi-circular band steel to be provided with half circumferential groove, in half circumferential groove, rubber are installed
Mould sponge.
Overhead type concrete storage tank pile cover template the most according to claim 1, it is characterised in that: institute
Stating semicircle template is steel.
Overhead type concrete storage tank pile cover template the most according to claim 1, it is characterised in that: institute
State vertical band steel length isometric with semicircle template.
Overhead type concrete storage tank pile cover template the most according to claim 1, it is characterised in that: institute
The both sides stating rubber-plastic sponge are provided with in order to rubber-plastic sponge to be fixed on the double-sided tape in half circumferential groove.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620502151.1U CN205777479U (en) | 2016-05-27 | 2016-05-27 | Overhead type concrete storage tank pile cover template |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620502151.1U CN205777479U (en) | 2016-05-27 | 2016-05-27 | Overhead type concrete storage tank pile cover template |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN205777479U true CN205777479U (en) | 2016-12-07 |
Family
ID=59979966
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201620502151.1U Expired - Fee Related CN205777479U (en) | 2016-05-27 | 2016-05-27 | Overhead type concrete storage tank pile cover template |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN205777479U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107322757A (en) * | 2017-08-30 | 2017-11-07 | 中冶沈勘工程技术有限公司 | The making mould and preparation method of a kind of special-shaped root pile of prefabricated grouting behind shaft or drift lining |
-
2016
- 2016-05-27 CN CN201620502151.1U patent/CN205777479U/en not_active Expired - Fee Related
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107322757A (en) * | 2017-08-30 | 2017-11-07 | 中冶沈勘工程技术有限公司 | The making mould and preparation method of a kind of special-shaped root pile of prefabricated grouting behind shaft or drift lining |
| CN107322757B (en) * | 2017-08-30 | 2022-08-02 | 中冶沈勘工程技术有限公司 | Manufacturing die and manufacturing method of prefabricated grouting special-shaped root pile |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| CP01 | Change in the name or title of a patent holder |
Address after: 100010 Chaoyangmen North Street, Dongcheng District, Dongcheng District, Beijing Co-patentee after: Offshore Oil Engineering Co., Ltd. Patentee after: China Offshore Oil Group Co., Ltd. Address before: 100010 Chaoyangmen North Street, Dongcheng District, Dongcheng District, Beijing Co-patentee before: Offshore Oil Engineering Co., Ltd. Patentee before: China National Offshore Oil Corporation |
|
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20161207 Termination date: 20210527 |
|
| CF01 | Termination of patent right due to non-payment of annual fee |