CN204326527U - A kind of concrete mould composed structure - Google Patents
A kind of concrete mould composed structure Download PDFInfo
- Publication number
- CN204326527U CN204326527U CN201420824540.7U CN201420824540U CN204326527U CN 204326527 U CN204326527 U CN 204326527U CN 201420824540 U CN201420824540 U CN 201420824540U CN 204326527 U CN204326527 U CN 204326527U
- Authority
- CN
- China
- Prior art keywords
- stupefied
- steel backing
- oblique pull
- wooden frame
- pull seat
- 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
- 229910000831 Steel Inorganic materials 0.000 claims abstract description 42
- 239000010959 steel Substances 0.000 claims abstract description 42
- 238000005516 engineering process Methods 0.000 claims abstract description 9
- 241000168254 Siro Species 0.000 claims abstract description 8
- 238000009987 spinning Methods 0.000 claims abstract description 8
- 230000002093 peripheral effect Effects 0.000 claims abstract description 4
- 238000010586 diagram Methods 0.000 description 2
- 238000000034 method Methods 0.000 description 2
- 244000062793 Sorghum vulgare Species 0.000 description 1
- 230000000712 assembly Effects 0.000 description 1
- 238000000429 assembly Methods 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 230000007812 deficiency Effects 0.000 description 1
- 239000003673 groundwater Substances 0.000 description 1
- 238000007689 inspection Methods 0.000 description 1
- 235000019713 millet Nutrition 0.000 description 1
- 238000010079 rubber tapping Methods 0.000 description 1
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 1
- 239000002023 wood Substances 0.000 description 1
Landscapes
- On-Site Construction Work That Accompanies The Preparation And Application Of Concrete (AREA)
Abstract
A kind of concrete mould composed structure, at least comprises that steel backing is stupefied, wooden frame, concrete region, oblique pull seat, pull bar, equidistant wooden unit, core ribbon pin, double thickness panel is connected pawl with wooden frame; Described steel backing is stupefied is arranged on overall outside, and to be positioned at structure peripheral be that square joint does not contact; Described concrete region is arranged on overall inside, and makes the square of rule; Described double thickness panel is arranged on the surface of concrete region; Described wooden frame is arranged between the stupefied and double thickness panel of steel backing, and equidistantly arranges; Described oblique pull seat is arranged on the stupefied two ends of steel backing; Described steel backing is stupefied, and to be arranged on steel backing stupefied with oblique pull seat, and by stupefied for steel backing with oblique pull seat compact siro spinning technology; Described equidistant wooden unit is arranged between the stupefied end of steel backing and double thickness panel; Described wooden frame connect pawl be arranged in the middle part of wooden frame and steel backing stupefied between; This structure of institute is simple, connects closely, good stability, practical, is easy to promote the use of.
Description
Technical field
The utility model relates to template assemblies applied technical field, especially a kind of concrete mould composed structure.
Background technology
At present, have employed superelevation setting framework spar template system to heavy in section superelevation Fair-Faced Concrete Column to construct, not only cost is lower, and the art work space beam in its keel system, steel channel column hoop and respective accessory also can have enough to meet the need use, in engineer applied, also and can carry out assembled highly at the scene according to column section size, use flexibly, heavy in section superelevation Fair-Faced Concrete Column one-time cast-forming simultaneously, greatly can accelerate speed of application, component quality reaches the requirement of clear-water concrete technological standards, therefore, for these problems, a kind of concrete mould composed structure is proposed.
Prior art can not meet the needs of people, and for making up prior art deficiency, it is simple that the utility model aims to provide a kind of structure, effectively controls the outer groundwater table in hole and ground settlement, practical concrete mould composed structure.
For achieving the above object, the utility model by the following technical solutions: a kind of concrete mould composed structure, at least comprises that steel backing is stupefied, wooden frame, concrete region, oblique pull seat, pull bar, equidistant wooden unit, core ribbon pin, double thickness panel be connected pawl with wooden frame; Described steel backing is stupefied is arranged on overall outside, and to be positioned at structure peripheral be that square joint does not contact; Described concrete region is arranged on overall inside, and makes the square of rule; Described double thickness panel is arranged on the surface of concrete region; Described wooden frame is arranged between the stupefied and double thickness panel of steel backing, and equidistantly arranges; Described oblique pull seat is arranged on the stupefied two ends of steel backing; Described steel backing is stupefied, and to be arranged on steel backing stupefied with oblique pull seat, and by stupefied for steel backing with oblique pull seat compact siro spinning technology; Described equidistant wooden unit is arranged between the stupefied end of steel backing and double thickness panel; Described wooden frame connect pawl be arranged in the middle part of wooden frame and steel backing stupefied between.
As optimisation technique scheme of the present utility model: described core ribbon pin is arranged between the stupefied and oblique pull seat of steel backing, and core ribbon pin and oblique pull seat compact siro spinning technology concrete column are adopted superelevation setting framework spar template system; Described steel backing is stupefied to be fixed by oblique pull seat, pull bar.
Compared with prior art, the beneficial effects of the utility model are: concrete column adopts superelevation setting framework spar template system, greatly accelerate speed of application, and template cost is lower, and art work space beam, steel channel column hoop and the respective accessory in keel system also can have enough to meet the need use.Superelevation formed frame trestle art template system and can carry out assembled according to column section size highly at the scene, uses flexibly.Core ribbon pin and oblique pull seat compact siro spinning technology positioning precision high, it is convenient to install industry, can repeatedly install and remove.
Utility model content
Accompanying drawing explanation
Fig. 1 is the utility model overall structure schematic diagram;
Fig. 2 is composed structure schematic diagram of the present utility model;
Wherein: 1, steel backing is stupefied, 2, wooden frame, 3, concrete region, 4, oblique pull seat, 5, pull bar, 6, equidistant wooden unit, 7, core ribbon pin, 8, double thickness panel, 9, wooden frame connects pawl.
Detailed description of the invention
Below in conjunction with the accompanying drawing in the utility model embodiment, be clearly and completely described the technical scheme in the utility model embodiment, obviously, described embodiment is only the utility model part embodiment, instead of whole embodiments.Based on the embodiment in the utility model, those of ordinary skill in the art are not making other embodiments all obtained under creative work prerequisite, all belong to the scope of the utility model protection.
Refer to Fig. 1 ~ 2, in the utility model embodiment, a kind of concrete mould composed structure, at least comprises that steel backing is stupefied 1, wooden frame 2, concrete region 3, oblique pull seat 4, pull bar 5, equidistant wooden unit 6, core ribbon pin 7, double thickness panel 8 is connected pawl 9 with wooden frame; Described steel backing stupefied 1 is arranged on overall outside, and to be positioned at structure peripheral be that square joint does not contact; Described concrete region 3 is arranged on overall inside, and makes the square of rule; Described double thickness panel 8 is arranged on the surface of concrete region 3; Described wooden frame 2 is arranged between steel backing stupefied 1 and double thickness panel 8, and equidistantly arranges; Described oblique pull seat 4 is arranged on the two ends of steel backing stupefied 1; Described core ribbon pin 7 is arranged between steel backing stupefied 1 and oblique pull seat 4, and by core ribbon pin 7 and oblique pull seat 4 compact siro spinning technology; Described equidistant wooden unit 6 is arranged between stupefied 1 end of steel backing and double thickness panel 8; Described wooden frame connects pawl 9 and to be arranged in the middle part of wooden frame between 2 and steel backing stupefied 1.
As optimisation technique scheme of the present utility model: described core ribbon pin 7 is arranged between steel backing stupefied 1 and oblique pull seat 4, and core ribbon pin 7 and oblique pull seat 4 compact siro spinning technology concrete column are adopted superelevation setting framework spar template system; Described steel backing stupefied 1 is fixed by oblique pull seat 4, pull bar 5.
As operating principle of the present utility model: described in install front template bottom plate face should be smooth, outwards sponge strip is posted along post sideline, inspection column template is numbered, whether template is cleaned out, whether built-in fitting is in place, template self-tapping screw or steel nail and back cord are fixed, fastening with external corner tensioner between two pieces of templates, three roads are vertically set, first is at post root, the vertical spacing in each road is that 1/3 post is high and 2/3 post is high above, column top wire rope sockets, flower basket bolt is fastening, control with transit, with flower basket bolt, wire rope regulates calibration template verticality, pull bar and ground angle are 45 °, the support system of auxiliary diagonal brace adjustable jack, to support with contiguous lattice fine strain of millet support top firm, with the lumps of wood bottom column template, buckle frame coordinates adjustable jack to withstand.
To those skilled in the art, obvious the utility model is not limited to the details of above-mentioned one exemplary embodiment, and when not deviating from spirit of the present utility model or essential characteristic, can realize the utility model in other specific forms.Therefore, no matter from which point, all should embodiment be regarded as exemplary, and be nonrestrictive, scope of the present utility model is limited by claims instead of above-mentioned explanation, and all changes be therefore intended in the implication of the equivalency by dropping on claim and scope are included in the utility model.Any Reference numeral in claim should be considered as the claim involved by limiting.
The above; be only preferred embodiment of the present utility model; not in order to limit the utility model, every above embodiment is done according to technical spirit of the present utility model any trickle amendment, equivalently replace and improve, within the protection domain that all should be included in technical solutions of the utility model.
Claims (3)
1. a concrete mould composed structure, at least comprises steel backing stupefied (1), wooden frame (2), concrete region (3), oblique pull seat (4), pull bar (5), equidistant wooden unit (6), core ribbon pin (7), double thickness panel (8) be connected pawl (9) with wooden frame; It is characterized in that: described steel backing stupefied (1) is arranged on overall outside, and to be positioned at structure peripheral be that square joint does not contact; Described concrete region (3) is arranged on overall inside, and makes the square of rule; Described double thickness panel (8) is arranged on the surface of concrete region (3); Described wooden frame (2) is arranged between steel backing stupefied (1) and double thickness panel (8), and equidistantly arranges; Described oblique pull seat (4) is arranged on the two ends of steel backing stupefied (1); Described core ribbon pin (7) is arranged between steel backing stupefied (1) and oblique pull seat (4), and by core ribbon pin (7) and oblique pull seat (4) compact siro spinning technology; Described equidistant wooden unit (6) is arranged between stupefied (1) end of steel backing and double thickness panel (8); Described wooden frame connects pawl (9) and to be arranged in the middle part of wooden frame between (2) and steel backing stupefied (1).
2. a kind of concrete mould composed structure according to claim 1, it is characterized in that: described core ribbon pin (7) is arranged between steel backing stupefied (1) and oblique pull seat (4), and core ribbon pin (7) and oblique pull seat (4) compact siro spinning technology concrete column are adopted superelevation setting framework spar template system.
3. a kind of concrete mould composed structure according to claim 1, is characterized in that: described steel backing stupefied (1) is fixed by oblique pull seat (4), pull bar (5).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201420824540.7U CN204326527U (en) | 2014-12-10 | 2014-12-10 | A kind of concrete mould composed structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201420824540.7U CN204326527U (en) | 2014-12-10 | 2014-12-10 | A kind of concrete mould composed structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN204326527U true CN204326527U (en) | 2015-05-13 |
Family
ID=53162900
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201420824540.7U Expired - Fee Related CN204326527U (en) | 2014-12-10 | 2014-12-10 | A kind of concrete mould composed structure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN204326527U (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106948598A (en) * | 2017-05-19 | 2017-07-14 | 中建局集团建设发展有限公司 | A kind of aluminum alloy formwork system and its construction method for variable cross-section rectangular column |
| CN107939042A (en) * | 2017-11-24 | 2018-04-20 | 中匠华湄模板制造有限公司 | A kind of construction method of nothing to the adjustable post template concrete of drawing |
| CN113202300A (en) * | 2021-05-18 | 2021-08-03 | 中建八局南方建设有限公司 | Steel formwork device for pier column and construction method thereof |
-
2014
- 2014-12-10 CN CN201420824540.7U patent/CN204326527U/en not_active Expired - Fee Related
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106948598A (en) * | 2017-05-19 | 2017-07-14 | 中建局集团建设发展有限公司 | A kind of aluminum alloy formwork system and its construction method for variable cross-section rectangular column |
| CN106948598B (en) * | 2017-05-19 | 2022-09-30 | 中建一局集团建设发展有限公司 | Aluminum alloy formwork system for variable-section rectangular column and construction method thereof |
| CN107939042A (en) * | 2017-11-24 | 2018-04-20 | 中匠华湄模板制造有限公司 | A kind of construction method of nothing to the adjustable post template concrete of drawing |
| CN113202300A (en) * | 2021-05-18 | 2021-08-03 | 中建八局南方建设有限公司 | Steel formwork device for pier column and construction method thereof |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| DD01 | Delivery of document by public notice |
Addressee: Zheng Neng Document name: payment instructions |
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| DD01 | Delivery of document by public notice | ||
| DD01 | Delivery of document by public notice |
Addressee: Zheng Neng Document name: Notice of Termination of Patent Rights |
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| DD01 | Delivery of document by public notice | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20150513 |
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| CF01 | Termination of patent right due to non-payment of annual fee |