CN109629831A - A kind of cross staggered floor lockup supporting structure - Google Patents
A kind of cross staggered floor lockup supporting structure Download PDFInfo
- Publication number
- CN109629831A CN109629831A CN201811581601.0A CN201811581601A CN109629831A CN 109629831 A CN109629831 A CN 109629831A CN 201811581601 A CN201811581601 A CN 201811581601A CN 109629831 A CN109629831 A CN 109629831A
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- China
- Prior art keywords
- bar
- staggered floor
- wing plate
- upright bar
- outrigger
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- 239000000945 filler Substances 0.000 claims description 4
- 238000009826 distribution Methods 0.000 claims description 3
- 230000001174 ascending effect Effects 0.000 claims 1
- 238000010276 construction Methods 0.000 description 2
- 238000009415 formwork Methods 0.000 description 2
- 238000000034 method Methods 0.000 description 2
- 238000007711 solidification Methods 0.000 description 2
- 230000008023 solidification Effects 0.000 description 2
- 229910000831 Steel Inorganic materials 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
- 230000000694 effects Effects 0.000 description 1
- 239000010959 steel Substances 0.000 description 1
Classifications
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
- E04G21/00—Preparing, conveying, or working-up building materials or building elements in situ; Other devices or measures for constructional work
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- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Mechanical Engineering (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)
Abstract
The present invention relates to cross staggered floor lockup supporting structures, cross staggered floor bar structure including upright bar upper end is arranged in, the cross staggered floor bar structure includes center sleeve, the periphery of the center sleeve is provided with high-rise bar wing plate and low layer bar wing plate, pole perforating hole is respectively arranged on the high level bar wing plate and low layer bar wing plate, the high level bar wing plate and low layer bar wing plate are staggered in cross in the surrounding of center sleeve, the inner wall of the center sleeve is provided with internal screw thread, so that center sleeve be enable to be screwed on the external screw thread of upright bar upper end.Present invention is mainly used in the job platforms for depending on outrigger, outrigger template and the job platform etc. that upper layer does not pour are supported by the load outrigger of lower layer, after after upper layer, outrigger pours completion and energy load, cross staggered floor bar structure is moved down, job platform is enable to be supported on the outrigger newly poured freely.
Description
Technical field
The present invention relates to Architectural Equipment fields, and in particular to a kind of cross staggered floor lockup supporting structure.
Background technique
In existing engineering construction, upper layer outrigger and setting up for job platform generally use the formwork erecting structures such as steel pipe and fastener
It sets up, not only erection process is time-consuming, but also the formwork erecting structure occupied space set up is big, later period dismantlement work amount
Greatly, the working hour torn open after preceding dress is long, is unfavorable for improving construction efficiency.Therefore, in order to make full use of poured and can load outrigger
Upper layer outrigger and job platform are supported, needs to design a kind of new supporting structure.
Summary of the invention
In view of above-mentioned technical problem, the present invention provides a kind of cross staggered floor lockup supporting structure, cross staggered floor of the invention
Bar structure can move up and down support in the upper end of upright bar, after after upper layer, outrigger pours completion and energy load, by cross staggered floor
Bar structure moves down, and job platform is enable to be supported on the outrigger newly poured freely.
Technical program of the present invention lies in a kind of cross staggered floor lockup supporting structures, and ten including upright bar upper end is arranged in
Word staggered floor bar structure, the upright bar are the upright bar of corbeling, and the cross staggered floor bar structure includes center sleeve, described
The periphery of center sleeve is provided with high-rise bar wing plate and low layer bar wing plate, the high level bar wing plate and low layer bar wing plate
On be respectively arranged with pole perforating hole, the high level bar wing plate and low layer bar wing plate are staggered in cross the four of center sleeve
The inner wall in week, the center sleeve is provided with internal screw thread, so that center sleeve be enable to be screwed onto the external screw thread of upright bar upper end
On.
Preferably, nut type filler ring is additionally provided in the upright bar of the cross staggered floor bar structure underside.
Preferably, the upright bar upper end is equipped with externally threaded connection swivel nut, and the lower part of the connection swivel nut is through spiral shell
Bolt assembly is connected with upright bar upper end.
Preferably, the bolt assembly has four groups, and this four groups of radially even distributions of bolt assembly.More particularly,
The lower part surrounding of the connection swivel nut is evenly arranged with connecting hole, and the upright bar upper end is correspondingly arranged on connecting hole, and described
Barrel is provided on the connecting hole of upright bar, the inner end of the barrel is provided with load piece, and the load piece is welded on the interior of upright bar
On wall, bolt pass through from the outside to the core connection swivel nut on connecting hole, and with the barrel bolt on upright bar connecting hole, thus will even
Swivel nut is connect to be fixed on the upper end of upright bar.
In use, the pillar of cross staggered floor lockup supporting structure is erected at poured and can load outrigger on, pillar
Surrounding upright bar upper end be equipped with cross staggered floor bar structure, support and position by the pressure pin being threaded through on low layer bar wing plate
The outrigger not poured, by the pressure pin that is threaded through on high-rise bar wing plate come supports work platform.The job platform ratio is drafted
Outrigger height slightly higher (being higher by a little constant K), when the outrigger not poured pours completion, and be cured to and can undertake operation
After the loading of platform, cross staggered floor bar structure is declined slightly, job platform is made to fall in new solidification freely and work can be undertaken
On the outrigger of industry platform.
The beneficial effects of the present invention are: present invention is mainly used in the job platforms for depending on outrigger, pass through holding for lower layer
Power outrigger supports outrigger template and the job platform etc. that upper layer does not pour, after upper layer outrigger pour completion and can after load,
Cross staggered floor bar structure is moved down, job platform is enable to be supported on the outrigger newly poured freely.
Detailed description of the invention
Fig. 1 is cross staggered floor lockup supporting structure use state schematic view of the front view in embodiment.
Fig. 2 is cross staggered floor bar structure use state schematic view of the front view in embodiment.
Fig. 3 is the schematic view of the front view of cross staggered floor bar structure in embodiment.
Fig. 4 is the right side structural representation of cross staggered floor bar structure in embodiment.
Fig. 5 is the connection structure schematic front view that swivel nut and upright bar are connected in embodiment.
Fig. 6 is the connection structure schematic top plan view that swivel nut and upright bar are connected in embodiment.
In figure: 1-1.1-center sleeve of cross staggered floor bar structure, 1.2-high level bar 1.3-low layer of wing plate
1.4-pole perforating hole of bar wing plate 2-connects 2.1-connecting hole of swivel nut, 3-bolt assembly, 3.1-barrel
What 3.2-5.1-upright bars of load piece 3.3-bolt, 4-nut type, 5-corbeling of filler ring 6-had poured chooses
Beam 7-waits outrigger 8-job platform, the 9-pressure pin poured.
Specific embodiment
In order to describe the technical content, the structural feature, the achieved object and the effect of this invention in detail, below in conjunction with embodiment
And attached drawing is cooperated to be explained in detail.
As shown in Figures 1 to 6, cross staggered floor lockup supporting structure of the invention includes ten that 5.1 upper end of upright bar is arranged in
Word staggered floor bar structure 1, the upright bar are the upright bar 5.1 of corbeling 5, and the cross staggered floor bar structure 1 includes center
Pipe 1.1, the periphery of the center sleeve 1.1 are provided with high-rise bar wing plate 1.2 and low layer bar wing plate 1.3, and the high level is worn
Pole perforating hole 1.4, the high level bar wing plate 1.2 and low layer bar are respectively arranged on bar wing plate 1.2 and low layer bar wing plate 1.3
Wing plate 1.3 is staggered in cross in the surrounding of center sleeve 1.1
5.1 upper end of upright bar is equipped with externally threaded connection swivel nut 2, and the lower part of the connection swivel nut 2 is through bolt assembly 3
It is connected with 5.1 upper end of upright bar.The inner wall of the center sleeve 1.1 is provided with internal screw thread, to enable center sleeve 1.1
It is screwed on the connection swivel nut 2 of 5.1 upper end of upright bar.
The bolt assembly 3 has four groups, and this radially even distribution of four groups of bolt assemblies 3.More particularly, the company
The lower part surrounding for connecing swivel nut 2 is evenly arranged with connecting hole 2.1, and 5.1 upper end of upright bar is correspondingly arranged on connecting hole, and described
Barrel 3.1 is provided on the connecting hole of upright bar 5.1, the inner end of the barrel 3.1 is provided with load piece 3.2, the load piece 3.2
Be welded on the inner wall of upright bar 5.1, bolt 3.3 from the outside to the core pass through connection swivel nut 2 on connecting hole, and on upright bar connecting hole
3.1 bolt of barrel, thus by connection swivel nut 2 be fixed on the upper end of upright bar 5.1.
Nut type filler ring 4 is additionally provided in the upright bar of 1 downside of cross staggered floor bar structure.
In use, the pillar of cross staggered floor lockup supporting structure is erected at poured and can load outrigger on, pillar
Surrounding upright bar upper end be equipped with cross staggered floor bar structure, support and position by the pressure pin being threaded through on low layer bar wing plate
The outrigger not poured, by the pressure pin that is threaded through on high-rise bar wing plate come supports work platform.The job platform ratio is drafted
Outrigger height slightly higher (being higher by a little constant K), when the outrigger not poured pours completion, and be cured to and can undertake operation
After the loading of platform, cross staggered floor bar structure is declined slightly, job platform is made to fall in new solidification freely and work can be undertaken
On the outrigger of industry platform.
The above description is only an embodiment of the present invention, is not intended to limit the scope of the invention, all to utilize this hair
Equivalent structure or equivalent flow shift made by bright specification and accompanying drawing content is applied directly or indirectly in other relevant skills
Art field is included in scope of patent protection of the invention.
Claims (8)
1. a kind of cross staggered floor lockup supporting structure, it is characterised in that: the cross staggered floor bar knot including upright bar upper end is arranged in
Structure, the cross staggered floor bar structure includes center sleeve, and the periphery of the center sleeve is provided with high-rise bar wing plate and low
Layer bar wing plate is respectively arranged with pole perforating hole on the high level bar wing plate and low layer bar wing plate, the high level bar wing plate
It being staggered in cross in the surrounding of center sleeve with low layer bar wing plate, the inner wall of the center sleeve is provided with internal screw thread,
To enable center sleeve to be screwed on the external screw thread of upright bar upper end.
2. cross staggered floor lockup supporting structure according to claim 1, it is characterised in that: the cross staggered floor bar structure
Nut type filler ring is additionally provided in the upright bar of downside.
3. cross staggered floor lockup supporting structure according to claim 1, it is characterised in that: the upright bar upper end is provided with
There is externally threaded connection swivel nut, the lower part of the connection swivel nut is connected through bolt assembly with upright bar upper end.
4. cross staggered floor lockup supporting structure according to claim 3, it is characterised in that: the bolt assembly has four groups,
And this four groups of radially even distributions of bolt assembly.
5. cross staggered floor lockup supporting structure according to claim 4, it is characterised in that: the lower part four of the connection swivel nut
It is evenly arranged with connecting hole week, the upright bar upper end is correspondingly arranged on connecting hole, and is provided on the connecting hole of the upright bar
Barrel, the inner end of the barrel are provided with load piece, and the load piece is welded on the inner wall of upright bar, and bolt passes through from the outside to the core
Connect swivel nut on connecting hole, and with the barrel bolt on upright bar connecting hole, thus by connection swivel nut be fixed on the upper of upright bar
On end.
6. cross staggered floor lockup supporting structure according to claim 1, it is characterised in that: the upright bar is corbeling
Upright bar.
7. cross staggered floor lockup supporting structure according to claim 1, it is characterised in that: in use, cross staggered floor is pre-
The pillar of ascending branch bearing structure, which is erected at, have been poured and can be on the outrigger of load, and the surrounding upright bar upper end of pillar is equipped with cross staggered floor and wears
Rod structure supports and positions the outrigger not poured by the pressure pin being threaded through on low layer bar wing plate, by being threaded through high level
Pressure pin on bar wing plate carrys out supports work platform.
8. cross staggered floor lockup supporting structure according to claim 1, it is characterised in that: the job platform is than drafting
Outrigger height is slightly higher, when the outrigger not poured pours completion, and after being cured to and capable of undertaking the loading of job platform, by cross staggered floor
Bar structure declines slightly, falls in job platform freely and newly solidifies and can undertake on the outrigger of job platform.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201811581601.0A CN109629831B (en) | 2018-12-24 | 2018-12-24 | Cross staggered floor pre-lifting support structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201811581601.0A CN109629831B (en) | 2018-12-24 | 2018-12-24 | Cross staggered floor pre-lifting support structure |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN109629831A true CN109629831A (en) | 2019-04-16 |
| CN109629831B CN109629831B (en) | 2020-11-24 |
Family
ID=66076829
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201811581601.0A Active CN109629831B (en) | 2018-12-24 | 2018-12-24 | Cross staggered floor pre-lifting support structure |
Country Status (1)
| Country | Link |
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| CN (1) | CN109629831B (en) |
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|---|---|---|---|---|
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| NL9402014A (en) * | 1994-11-30 | 1996-07-01 | Adrianus Johannus Leonardus Ma | Building stamp. |
| KR20060091016A (en) * | 2005-02-12 | 2006-08-17 | 김중삼 | Device for supporting temporary beam of slab form |
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| CN101525942A (en) * | 2008-12-29 | 2009-09-09 | 青建集团股份公司 | Early removal lug support of molding plate exclusively used for beam |
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| CN105625749A (en) * | 2014-10-23 | 2016-06-01 | 湖南金峰金属构件有限公司 | Steel pipe scaffold early-demounting component and device |
| CN105756348A (en) * | 2016-03-23 | 2016-07-13 | 中冶建工集团有限公司 | Concrete pouring construction method in steel pipe column of core cylinder beam column |
| CN105971274A (en) * | 2016-06-13 | 2016-09-28 | 中国建筑第二工程局有限公司 | Overhanging support frame formwork system and construction method thereof |
| CN206942145U (en) * | 2017-06-07 | 2018-01-30 | 宝业湖北建工集团有限公司 | Concreting pedal and building level component construction equipment |
| CN207048311U (en) * | 2017-08-07 | 2018-02-27 | 河北方圆建筑工程有限公司 | One kind support Quick release |
| CN207160539U (en) * | 2017-09-08 | 2018-03-30 | 中核华泰建设有限公司 | A kind of easy-to-dismount overhanging scaffold of high-mechanic |
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| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CA1228738A (en) * | 1982-10-21 | 1987-11-03 | Torlak Opedal | Offshore platform structure having at least a superstructure and a substructure made of reinforced concrete, and slipforming means for slipforming supporting columns of such structure |
| NL9402014A (en) * | 1994-11-30 | 1996-07-01 | Adrianus Johannus Leonardus Ma | Building stamp. |
| KR20060091016A (en) * | 2005-02-12 | 2006-08-17 | 김중삼 | Device for supporting temporary beam of slab form |
| CN200978519Y (en) * | 2006-11-20 | 2007-11-21 | 侯民航 | Adjustable quick-dismantling top plate bracket |
| CN101525942A (en) * | 2008-12-29 | 2009-09-09 | 青建集团股份公司 | Early removal lug support of molding plate exclusively used for beam |
| KR20100077902A (en) * | 2008-12-29 | 2010-07-08 | 김중삼 | Supporting system supporting temporary beam for constructing slab form |
| AU2014202184B2 (en) * | 2013-04-23 | 2018-05-31 | Abtrov Pty Limited | Holding device |
| CN105625749A (en) * | 2014-10-23 | 2016-06-01 | 湖南金峰金属构件有限公司 | Steel pipe scaffold early-demounting component and device |
| CN204299182U (en) * | 2014-11-14 | 2015-04-29 | 富于安（福建）环保模板有限公司 | The overall advance and retreat mold mechanism of a kind of wall form |
| CN105756348A (en) * | 2016-03-23 | 2016-07-13 | 中冶建工集团有限公司 | Concrete pouring construction method in steel pipe column of core cylinder beam column |
| CN105971274A (en) * | 2016-06-13 | 2016-09-28 | 中国建筑第二工程局有限公司 | Overhanging support frame formwork system and construction method thereof |
| CN206942145U (en) * | 2017-06-07 | 2018-01-30 | 宝业湖北建工集团有限公司 | Concreting pedal and building level component construction equipment |
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| Publication number | Publication date |
|---|---|
| CN109629831B (en) | 2020-11-24 |
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| SE01 | Entry into force of request for substantive examination | ||
| TA01 | Transfer of patent application right |
Effective date of registration: 20200514 Address after: 350001 the fourth office on the southeast side of the seventh floor of the comprehensive building of the municipal construction engineering, No.315 Fuxin Road, Shuibu street, Gulou District, Fuzhou City, Fujian Province Applicant after: Fuzhou Gulou Wenying Construction Engineering Co., Ltd Address before: No. 51 Gutian Branch Road, Gulou District, Fuzhou City, Fujian Province Applicant before: Artemisia Zhenxia |
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| TA01 | Transfer of patent application right | ||
| GR01 | Patent grant | ||
| GR01 | Patent grant |