CN203213591U - Beam-free turbinate column cap structure template system - Google Patents
Beam-free turbinate column cap structure template system Download PDFInfo
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- CN203213591U CN203213591U CN 201220736439 CN201220736439U CN203213591U CN 203213591 U CN203213591 U CN 203213591U CN 201220736439 CN201220736439 CN 201220736439 CN 201220736439 U CN201220736439 U CN 201220736439U CN 203213591 U CN203213591 U CN 203213591U
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- column
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- turbination
- formwork system
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Abstract
The utility model provides a beam-free turbinate column cap structure template system which comprises a column template and a column cap template, wherein the column template is composed of two semi-circle wood boards, the column cap template is in an inversed cone frustum shape, one end, has the smaller area, of the column cap is connected with the column template, and the column template is composed of a plurality of arc steel panels in a spliced mode. According to the beam-free turbinate column cap structure template system, the column cap template is composed of the arc steel panels in the spliced mode, and the manufactured cone arc effect is better than that of a wood mould. In addition, installation match of large machines are not needed during assembly, and for a large steel mould, the construction is relatively simple. The column template composed of the two semi-circle wood boards is moderate in rigidity, and the rigidity of the column template can meet requirements for fixing the column cap template.
Description
Technical field
The utility model relates to building cover structure field in the construction work, relates in particular to no beam turbination cap stay in place formwork system.
Background technology
Along with fast development of society, the raising of people's living standard, urban land is in short supply day by day, supply falls short of demand on motor pool ground, in recent years, build underground parking garage on a large scale in the busy section of town, city because that underground parking garage is decorated is all comparatively simple usually, at floor height under the situation of only brushing one deck white or grey paint generally between 3.7 ~ 4 meters.In order to reach certain aesthetic, the designer has been transformed into cylinder with square column, give the aesthetic feeling of the more curves of structure, traditional Vierendeel girder has been transformed into no beam column cap floor structural form, both satisfied the normal load requirement that uses of building, and increased the floor clear height again, and reached the smooth effect attractive in appearance of end face, do not enjoy designer's parent to look at so there is beam column cap superstructure, this kind form of structure is widely used in the underground garage engineering in recent years.
The form of structure of no beam turbination cap structure is combined by cylinder and two kinds of members of turbination cap, belongs to a kind of special case in the no beam column cap floor system.Because these two kinds of members all belong to abnormity component, can't splice formwork with traditional wooden model, and cap becomes turbination, up big and down small, be difficult to during formwork erection fix, be not difficult to produce presentation quality preferably with conventional formwork structure form so there is beam turbination cap structural system.
The utility model content
Technical problem to be solved in the utility model has provided no beam turbination cap stay in place formwork system, the problem that formwork is difficult to fix when adopting traditional wooden model to splice to solve no beam turbination cap structure.
In order to solve the problems of the technologies described above, the technical solution of the utility model is: a kind of no beam turbination cap stay in place formwork system is provided, comprises: column-form, formed by two semicircle planks; The cap template that is the rounding taper type, the less end of described cap area that template is enclosed connects described column-form, and described cap template is spliced by a plurality of arc steel facings.
Further, no beam turbination cap stay in place formwork system also comprises support element, and the outer wall of described support element and described column-form is fitted.
Further, no beam turbination cap stay in place formwork system also comprises at least one circular anchor ear, and described circular anchor ear laterally is set around outside the described support element.
Further, described support element is flitch.
Further, the thickness of described column-form is 15mm.
Further, no beam turbination cap stay in place formwork system also comprises gusset, and described gusset is arranged between the adjacent described arc steel facing.
Further, no beam turbination cap stay in place formwork system also comprises strengthening rib strip, and described strengthening rib strip is arranged in the middle of the described arc steel facing.
Further, the quantity of described circular anchor ear is a plurality of, and described a plurality of circular anchor ears also all laterally are set around outside the described support element along vertical the distribution.
The no beam turbination cap stay in place formwork system that the utility model provides, comprising the cap template be spliced by a plurality of arc steel facings, its circular cone camber line effect of producing far surpasses wooden model, and when assembling, need not big machinery cooperation installation, big relatively punching block construction is comparatively simple; The column-form rigidity that employing is made up of two semicircle templates is moderate, and self rigidity can satisfy the requirement of fixed leg hat cone plate.
Description of drawings
The cross-sectional view of the no beam turbination cap stay in place formwork system that Fig. 1 provides for the utility model embodiment;
The plan structure schematic diagram of the column-form that Fig. 2 provides for the utility model embodiment, support element and circular anchor ear;
The flat deployable structure schematic diagram of the cap template that Fig. 3 provides for the utility model embodiment.
The specific embodiment
Below in conjunction with the drawings and specific embodiments a kind of no beam turbination cap stay in place formwork system that the utility model proposes is described in further detail.According to the following describes and claims, advantage of the present utility model and feature will be clearer.It should be noted that accompanying drawing all adopts very the form of simplifying and all uses non-ratio accurately, only be used for convenient, the purpose of aid illustration the utility model embodiment lucidly.
Core concept of the present utility model is, the no beam turbination cap stay in place formwork system that the utility model provides, comprising the cap template be spliced by a plurality of arc steel facings, its circular cone camber line effect of producing far surpasses wooden model, and when assembling, need not big machinery cooperation installation, big relatively punching block construction is comparatively simple; The column-form rigidity that employing is made up of two semicircle templates is moderate, and self rigidity can satisfy the requirement of fixed leg hat cone plate.
The cross-sectional view of the no beam turbination cap stay in place formwork system that Fig. 1 provides for the utility model embodiment; The plan structure schematic diagram of the column-form that Fig. 2 provides for the utility model embodiment, support element and circular anchor ear.With reference to Fig. 1 and Fig. 2, a kind of no beam turbination cap stay in place formwork system comprises: column-form 101, formed by two semicircle planks; The cap template 102 that is the rounding taper type, described cap template 102 enclose the less end of area and connect described column-form 101, described cap template 102 is spliced by a plurality of arc steel facings.
Preferably, no beam turbination cap stay in place formwork system also comprises support element 103, and described support element 103 is fitted with the outer wall of described column-form 101.In the present embodiment, described support element 103 is flitch.The thickness of described column-form 101 is 15mm.No beam turbination cap stay in place formwork system also comprises at least one circular anchor ear 104, and described circular anchor ear 104 laterally is set around outside the described support element 103.In the present embodiment, the quantity of described circular anchor ear 104 is a plurality of, and described a plurality of circular anchor ears 104 also all laterally are set around outside the described support element 103 along vertical the distribution.No beam turbination cap stay in place formwork system also comprises cap rest 110, and cap rest 110 is fixed cap template 102 by arc skeleton 111.
Further, no beam turbination cap stay in place formwork system also comprises gusset 105, and described gusset 105 is arranged between the adjacent described arc steel facing, is distributed with some bolts hole 112 on the gusset 105, passing bolt hole 112 fixedly has connector, by connector the arc steel facing is spliced.
The flat deployable structure schematic diagram of the cap template that Fig. 3 provides for the utility model embodiment.With reference to Fig. 3, no beam turbination cap stay in place formwork system also comprises strengthening rib strip 21, and described strengthening rib strip 21 is arranged in the middle of the described arc steel facing 22.Adjacent arc steel facing 22 connects by connector, and in the present embodiment, connector is bolt 23, and bolt 23 passes bolt hole 112 with 22 splicings of adjacent arc steel facing.
When the no beam turbination cap stay in place formwork system that the utility model is provided is constructed, at first according to cylinder in the design drawing and cap size and shape picture stencil plane full-size drawing, deliver to factory's typing processing template, and according to full-size drawing every template is numbered, so that field worker is installed; Secondly, set up column-form 101, scaffold 106 is installed, adopt 107 colligations of post reinforcing bar; Lift to post reinforcing bar 107 column-form 101 other, merge typing column-form 101 from both sides, and vertical flitch is installed, spacing between flitch and the flitch is 200mm, last circular anchor ear 104 is installed laterally, and column-form 101 off normal takes place and produce tilt phenomenon when the concreting in order to avoid finalizing the design, adopt steel pipe to set up horizontal anchor ear 108 and it is linked to each other with scaffold 106, the capital section is respectively established with the bottom, and stifled tight with cement mortar 109 at column-form 101 roots, prevents from running slurry; Take the arc steel facing 22 of burst erection column hat cone plate 102, finely tune the seam between two arc steel facings 22, guarantee to tight a bolt to 100% again after the opposed flattened between two arc steel facings 22.
Obviously, those skilled in the art can carry out various changes and modification to utility model and not break away from spirit and scope of the present utility model.Like this, if of the present utility model these are revised and modification belongs within the scope of the utility model claim and equivalent technologies thereof, then the utility model also is intended to comprise these changes and modification interior.
Claims (8)
1. a no beam turbination cap stay in place formwork system is characterized in that, comprising:
Column-form is made up of two semicircle planks;
The cap template that is the rounding taper type, the less end of described cap area that template is enclosed connects described column-form, and described cap template is spliced by a plurality of arc steel facings.
2. no beam turbination cap stay in place formwork system according to claim 1 is characterized in that, also comprises support element, and the outer wall of described support element and described column-form is fitted.
3. no beam turbination cap stay in place formwork system according to claim 2 is characterized in that also comprise at least one circular anchor ear, described circular anchor ear laterally is set around outside the described support element.
4. according to claim 2 or 3 described no beam turbination cap stay in place formwork systems, it is characterized in that described support element is flitch.
5. no beam turbination cap stay in place formwork system according to claim 1 is characterized in that the thickness of described column-form is 15mm.
6. no beam turbination cap stay in place formwork system according to claim 1 is characterized in that also comprise gusset, described gusset is arranged between the adjacent described arc steel facing.
7. no beam turbination cap stay in place formwork system according to claim 1 is characterized in that also comprise strengthening rib strip, described strengthening rib strip is arranged in the middle of the described arc steel facing.
8. no beam turbination cap stay in place formwork system according to claim 3 is characterized in that the quantity of described circular anchor ear is a plurality of, and described a plurality of circular anchor ears also all laterally are set around outside the described support element along vertical the distribution.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 201220736439 CN203213591U (en) | 2012-12-27 | 2012-12-27 | Beam-free turbinate column cap structure template system |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 201220736439 CN203213591U (en) | 2012-12-27 | 2012-12-27 | Beam-free turbinate column cap structure template system |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN203213591U true CN203213591U (en) | 2013-09-25 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN 201220736439 Expired - Lifetime CN203213591U (en) | 2012-12-27 | 2012-12-27 | Beam-free turbinate column cap structure template system |
Country Status (1)
| Country | Link |
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| CN (1) | CN203213591U (en) |
Cited By (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104060829A (en) * | 2014-05-22 | 2014-09-24 | 中国建筑第四工程局有限公司 | Construction method and construction device for house beam pillar |
| CN105040973A (en) * | 2015-08-05 | 2015-11-11 | 中国建筑第二工程局有限公司 | Outer decorating layer formwork for conical columns of comprehensive gym and construction method of outer decorating layer formwork |
| CN105649327A (en) * | 2015-03-16 | 2016-06-08 | 中国建筑第四工程局有限公司 | Method for pouring concrete outside steel pipe columns by using semicircular templates |
| CN105822062A (en) * | 2015-01-04 | 2016-08-03 | 中天建设集团有限公司 | Single dip angle column cap lamination squared timber combination triangle ribbed slab support formwork method |
| CN111535197A (en) * | 2020-05-21 | 2020-08-14 | 中冶建工集团有限公司 | Pier column construction method |
| CN113982260A (en) * | 2021-09-26 | 2022-01-28 | 浙江省一建建设集团有限公司 | Tool type formwork support for basement column cap area |
-
2012
- 2012-12-27 CN CN 201220736439 patent/CN203213591U/en not_active Expired - Lifetime
Cited By (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104060829A (en) * | 2014-05-22 | 2014-09-24 | 中国建筑第四工程局有限公司 | Construction method and construction device for house beam pillar |
| CN105822062A (en) * | 2015-01-04 | 2016-08-03 | 中天建设集团有限公司 | Single dip angle column cap lamination squared timber combination triangle ribbed slab support formwork method |
| CN105649327A (en) * | 2015-03-16 | 2016-06-08 | 中国建筑第四工程局有限公司 | Method for pouring concrete outside steel pipe columns by using semicircular templates |
| CN105040973A (en) * | 2015-08-05 | 2015-11-11 | 中国建筑第二工程局有限公司 | Outer decorating layer formwork for conical columns of comprehensive gym and construction method of outer decorating layer formwork |
| CN111535197A (en) * | 2020-05-21 | 2020-08-14 | 中冶建工集团有限公司 | Pier column construction method |
| CN111535197B (en) * | 2020-05-21 | 2021-12-14 | 中冶建工集团有限公司 | Pier column construction method |
| CN113982260A (en) * | 2021-09-26 | 2022-01-28 | 浙江省一建建设集团有限公司 | Tool type formwork support for basement column cap area |
| CN113982260B (en) * | 2021-09-26 | 2023-01-31 | 浙江省一建建设集团有限公司 | Tool type formwork support for basement column cap area |
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Legal Events
| Date | Code | Title | Description |
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| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| CX01 | Expiry of patent term |
Granted publication date: 20130925 |
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| CX01 | Expiry of patent term |