CN204456809U - A kind of steel supporting structure - Google Patents
A kind of steel supporting structure Download PDFInfo
- Publication number
- CN204456809U CN204456809U CN201420872699.6U CN201420872699U CN204456809U CN 204456809 U CN204456809 U CN 204456809U CN 201420872699 U CN201420872699 U CN 201420872699U CN 204456809 U CN204456809 U CN 204456809U
- Authority
- CN
- China
- Prior art keywords
- bolt
- screw rod
- pad
- supporting structure
- upper strata
- 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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- Joining Of Building Structures In Genera (AREA)
Abstract
A kind of steel supporting structure, at least comprises bottom, upper strata, the first bolt, the second bolt, the first pad, the second pad, lower screw rod, upper screw rod, flower basket bolt, i iron and screw rod lower ear plate; Described first bolt and the second bolt are inserted in upper strata and bottom right-hand member respectively; Described lower screw rod bottom is connected with i iron by screw rod lower ear plate; Described first pad and the second pad are separately positioned on the first bolt and the second bolt is inserted in upper strata and the bottom left and right sides; Described upper screw rod upper end connects the first pad bottom; This steel supporting structure, owing to have employed composite roof truss formula formwork way, greatly reduces template open cell content and has saved labour cost to the patch work amount that the peace of wearing bolt tears workload and aperture open, shorten the duration.
Description
Technical field
The utility model relates to steel bracket applied technical field, especially a kind of steel supporting structure.
Background technology
The application of builder's jack in building operations is extremely extensive, but traditional anchoring type is encorbelmented, method exists many defects, and as comparatively large in cost, peace is torn trouble open, affected flooring construction etc.Incorporation engineering example, describe the method that combined type shaped steel bearing support makes cantilever steel girder, solve some defects of above existence preferably, there is convenient and flexible installation, save material, can the advantage such as regularization processing, be a kind of bracing members frame of the utility model applied.
Prior art can not meet the needs of people, and for making up prior art deficiency, the utility model aims to provide a kind of steel supporting structure.
For achieving the above object, the utility model is by the following technical solutions: a kind of steel supporting structure, at least comprises bottom, upper strata, the first bolt, the second bolt, the first pad, the second pad, lower screw rod, upper screw rod, flower basket bolt, i iron and screw rod lower ear plate; Described first bolt and the second bolt are inserted in upper strata and bottom right-hand member respectively; Described lower screw rod bottom is connected with i iron by screw rod lower ear plate; Described first pad and the second pad are separately positioned on the first bolt and the second bolt is inserted in upper strata and the bottom left and right sides; Described upper screw rod upper end connects the first pad bottom.
Further, described i iron is bolted to bottom right-hand member by second; Described flower basket bolt connects lower screw rod and upper screw rod.
Compared with prior art, the beneficial effects of the utility model are: this steel supporting structure, owing to have employed composite roof truss formula formwork way, greatly reduce template open cell content and labour cost has been saved to the patch work amount that the peace of wearing bolt tears workload and aperture open, shorten the duration;
In addition, pull bar is adjustable length structure. because preformed hole position is determined in advance, when the pull bar of processing is in advance installed, length may there is any discrepancy, then the flower basket bolt by centre regulates, and ensures pull bar effect; Overall structure is simple, practical, easily manufactured, is easy to promote the use of.
Utility model content
Accompanying drawing explanation
Fig. 1 is overall structure schematic diagram of the present utility model;
Fig. 2 is corner of the present utility model end socket girder construction schematic diagram;
Wherein: 1, bottom, 2, upper strata, the 3, first bolt, the 31, second bolt, the 4, first pad, the 41, second pad, 51, lower screw rod, 52, upper screw rod, 6, flower basket bolt, 7, i iron, 8, screw rod lower ear plate, A, end socket beam.
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, in the utility model embodiment, a kind of steel supporting structure, at least comprises bottom 1, upper strata 2, first bolt 3, second bolt 31, first pad 4, second pad 41, lower screw rod 51, upper screw rod 52, flower basket bolt 6, i iron 7 and screw rod lower ear plate 8; Described first bolt 3 and the second bolt 31 are inserted in upper strata 2 and bottom 1 right-hand member respectively; Described lower screw rod 51 bottom is connected with i iron 7 by screw rod lower ear plate 8; Described first pad 4 and the second pad 41 is separately positioned on the first bolt 3 and the second bolt is inserted in upper strata 2 and bottom 21 left and right sides; Described upper screw rod 52 upper end connects the first pad 4 bottom.
Further, described i iron 7 is bolted to bottom 1 right-hand member by second; Described flower basket bolt 6 connects lower screw rod 51 and upper screw rod 52.
The utility model is when constructing:---lay and fixing cantilever steel girder, corner adds end socket beam and diagonal brace, and---installing pull bar---sets up scaffold in reserved through-wall bolt hole.
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 (2)
1. a steel supporting structure, at least comprises bottom (1), upper strata (2), the first bolt (3), the second bolt (31), the first pad (4), the second pad (41), lower screw rod (51), upper screw rod (52), flower basket bolt (6), i iron (7) and screw rod lower ear plate (8); It is characterized in that: described first bolt (3) and the second bolt (31) are inserted in upper strata (2) and bottom (1) right-hand member respectively; Described lower screw rod (51) bottom is connected with i iron (7) by screw rod lower ear plate (8); Described first pad (4) and the second pad (41) are separately positioned on the first bolt (3) and the second bolt is inserted in upper strata (2) and bottom (21) left and right sides; Described upper screw rod (52) upper end connects the first pad (4) bottom.
2. a kind of steel supporting structure according to claim 1, is characterized in that: described i iron (7) is bolted to bottom (10 right-hand members by second; Described flower basket bolt (6) connects lower screw rod (51) and upper screw rod (52).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201420872699.6U CN204456809U (en) | 2014-12-24 | 2014-12-24 | A kind of steel supporting structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201420872699.6U CN204456809U (en) | 2014-12-24 | 2014-12-24 | A kind of steel supporting structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN204456809U true CN204456809U (en) | 2015-07-08 |
Family
ID=53663716
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201420872699.6U Expired - Fee Related CN204456809U (en) | 2014-12-24 | 2014-12-24 | A kind of steel supporting structure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN204456809U (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105201198A (en) * | 2015-08-28 | 2015-12-30 | 中建四局第三建筑工程有限公司 | Tool-type cantilever beam and construction method thereof |
| JP6281015B1 (en) * | 2017-08-02 | 2018-02-14 | 藤本 隆 | Seismic construction method for temporary scaffolds for base-isolated buildings |
| CN110952763A (en) * | 2019-11-21 | 2020-04-03 | 成都建工第二建筑工程有限公司 | Construction method of externally-hung type externally-hung overhanging scaffold |
-
2014
- 2014-12-24 CN CN201420872699.6U patent/CN204456809U/en not_active Expired - Fee Related
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105201198A (en) * | 2015-08-28 | 2015-12-30 | 中建四局第三建筑工程有限公司 | Tool-type cantilever beam and construction method thereof |
| JP6281015B1 (en) * | 2017-08-02 | 2018-02-14 | 藤本 隆 | Seismic construction method for temporary scaffolds for base-isolated buildings |
| CN110952763A (en) * | 2019-11-21 | 2020-04-03 | 成都建工第二建筑工程有限公司 | Construction method of externally-hung type externally-hung overhanging scaffold |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20150708 Termination date: 20151224 |
|
| EXPY | Termination of patent right or utility model |