CN105544967A - Floor formwork system of multi-layer steel structure building house - Google Patents
Floor formwork system of multi-layer steel structure building house Download PDFInfo
- Publication number
- CN105544967A CN105544967A CN201610056963.2A CN201610056963A CN105544967A CN 105544967 A CN105544967 A CN 105544967A CN 201610056963 A CN201610056963 A CN 201610056963A CN 105544967 A CN105544967 A CN 105544967A
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- CN
- China
- Prior art keywords
- master module
- formwork
- traveling formwork
- floor
- stand
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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
- E04G11/00—Forms, shutterings, or falsework for making walls, floors, ceilings, or roofs
- E04G11/36—Forms, shutterings, or falsework for making walls, floors, ceilings, or roofs for floors, ceilings, or roofs of plane or curved surfaces end formpanels for floor shutterings
- E04G11/38—Forms, shutterings, or falsework for making walls, floors, ceilings, or roofs for floors, ceilings, or roofs of plane or curved surfaces end formpanels for floor shutterings for plane ceilings of concrete
-
- 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
- E04G11/00—Forms, shutterings, or falsework for making walls, floors, ceilings, or roofs
- E04G11/36—Forms, shutterings, or falsework for making walls, floors, ceilings, or roofs for floors, ceilings, or roofs of plane or curved surfaces end formpanels for floor shutterings
- E04G11/48—Supporting structures for shutterings or frames for floors or roofs
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- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Mechanical Engineering (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Conveying And Assembling Of Building Elements In Situ (AREA)
Abstract
The invention discloses a floor formwork system of a multi-layer steel structure building house and belongs to the field of buildings. The floor formwork system comprises a main formwork, side movable formworks, end movable formworks, supporting columns, wheels, hinges, movable supports, adjusting supports, fixed supports and a rack. The main formwork is mounted at the upper ends of the supporting columns. The side movable formworks are mounted on the two sides of the main formwork. The end movable formworks are mounted at the two ends of the main formwork. The supporting columns are mounted below the main formwork. The wheels are mounted at the lower end of the rack. The hinges are mounted between the main formwork and the side movable formworks and between the main formwork and the end movable formworks. The movable supports are mounted on the side movable formworks and the end movable formworks. The advantages of simplifying a building method of a floor of the multi-layer steel structure building house, improving work efficiency and guaranteeing the normal design thickness of the floor are achieved.
Description
Technical field
The invention belongs to steel building field, particularly a kind of slab form system of multi-storey steel structure building.
Background technology
Steel building is a kind of construction method that fast development is in the last few years got up, and its method adopts steel sectional material to combine, and forms building frame, then be aided with corresponding body of wall and roof, just define the architectural mode of steel work, in recent years due to the development of steel building technology, steel building progressively enters civic building building field, and have building speed fast, building waste is few, is easy to realize the advantages such as standardized building and is welcomed by the general public, in multi-storey steel structure building construction process, the floor construction of every interlayer is one obstacle hindering steel building to develop in multistory building always, the floor of current steel building adopts mostly after steel work main building completes, again falsework system is built, concreting floor slab structure in template, add burden so just to the building speed of steel work, and labour intensity is large, operation is loaded down with trivial details, affects operating efficiency, if adopt the floor of plank frame, then there is sound insulation bad, or the defect such as insufficient strength, someone develops one-piece type slab form structure in the recent period, its method adopts calcium silicate board with microporous to be fixed on below floor, knitting cam shape bar construction on calcium silicate board with microporous, again multiple bar construction is connected, form floor framing, then on calcium silicate board with microporous, concreting forms floor, the defect of this method is, calcium silicate board with microporous needs the lower floor being retained in floor to become roof, lower floor house and is unfavorable for secondary decoration, the quantity simultaneously made due to intensity and the bottom of calcium silicate board with microporous limits, be subject to the effect of concrete floor slab placement weight, calcium silicate board with microporous can produce distortion, cause underfloor air spots, moreover, because the triangular reinforced bar structure arranged on calcium silicate board with microporous top needs certain height, this is the corresponding thickness adding floor just, also the weight of floor is just added, load is increased to the main body of steel work, thus the structural element strength and stiffness of steel work main body are increased, add building costs and difficulty of construction.
Summary of the invention
For the above defect that floor construction in existing multi-storey steel structure building exists, the present invention proposes a kind of slab form system of multi-storey steel structure building, it is characterized in that: comprise master module, side traveling formwork, end traveling formwork, pillar, wheel, hinge, freely movable bearing, adjustable supports, fixed bearing, stand; Described master module is arranged on pillar upper end; Described side traveling formwork is arranged on the dual-side of master module, hinged with master module; Described end traveling formwork is arranged on the both ends of master module, hinged with master module; Described pillar is arranged on the below of master module, and its height can regulate and be fixed; Described wheel is arranged on stand lower end, can freely rotate on stand and can be locked; Described hinge is arranged on master module and side traveling formwork, between master module and end traveling formwork; Described freely movable bearing is arranged on side traveling formwork and end traveling formwork, hinged with one end of adjustable supports; Described adjustable supports is arranged on master module and side traveling formwork, between master module and end traveling formwork, can converts its length; Described fixed bearing is arranged on master module, hinged with one end of adjustable supports; Described stand is arranged on lower rod end; Described stand lower end is provided with wheel.
Beneficial effect
Beneficial effect of the present invention is, can simplify the building method of multi-storey steel structure house floor, increase work efficiency, and ensures the normal design thickness of floor.
Accompanying drawing explanation
Fig. 1 is upper view of the present invention
1. master module, 2. side traveling formwork, 3. end traveling formwork, 4. pillar, 5. wheel, 10. stand.
Fig. 2 is substructure schematic diagram of the present invention
1. master module, 2. side traveling formwork, 3. end traveling formwork, 4. pillar, 5. wheel, 6. hinge, 7. freely movable bearing, 8. adjustable supports, 9. fixed bearing, 10. stand.
Fig. 3 is another kind of way of realization of the present invention
1. master module, 2. side traveling formwork, 3. end traveling formwork, 4. pillar, 5. wheel, 6. hinge, 10. stand.
Detailed description of the invention
Embodiment one, in order to further illustrate technical scheme of the present invention, existing accompanying drawings the specific embodiment of the present invention, as Fig. 2, master module 1 in this example can adopt the concrete steel formwork that the industry is general, be spliced into the master module 1 of coplanar flat, the inner space that its planar dimension surrounds according to the area of the floor that will build i.e. steel work main body girder steel determines, the Outside Dimensions of its master module is less than the area that steel work main body girder steel surrounds respectively, its size equals the width of side traveling formwork and end traveling formwork respectively, be conducive to the turnover of master module 1 in steel work main body, select the concrete steel formwork that the industry is general, select suitable size, be made into side traveling formwork 2 and end traveling formwork 3 respectively, in this example, side traveling formwork 2 and end traveling formwork 3 all adopt two, lay respectively at both sides and the two ends of master module 1, stand 10 in the present invention can adopt steel pipe to build, or the mode of shaped steel welding or the splicing of other structural elements realizes, the mode selecting shaped steel to weld in this example is welded into the planar dimension adapted with master module 1 size, pillar 4, lower than the lower edge height of steel structure beam, is arranged on stand 10 by height, the steel hinge selecting the industry general is as hinge 6, adopt hinge 6, side traveling formwork 2 is hinged with master module 1 with end traveling formwork 3, and hinge 6 adopts multiple, be evenly distributed on master module 1 and side traveling formwork 2, the lower edge junction of master module 1 and end traveling formwork 3, adopt hydraulic prop as pillar 4 in this example, select corresponding length of interval according to steel structure beam height, be connected its upper end with master module 1, lower end is connected with stand 10, the flexible height being highly greater than steel structure beam body, be connected by the soffit of one end of pillar 4 with master module 1, pillar 4 adopts multiple, and the area according to built floor is uniformly distributed, select the commercially available universal wheel with locking device as wheel 5 in this example, wheel 5 is arranged on the lower end of stand 10, select commercially available hydraulic jack as adjustable supports 8 in this example, select commercially available hydraulic cylinder connecting seat as freely movable bearing 7 and fixed bearing 9, fixed bearing 9 is arranged on the soffit of master module 1, freely movable bearing 7 is arranged on the soffit of side traveling formwork 2 and end traveling formwork 3, distance between freely movable bearing 7 and fixed bearing 9 be greater than adjustable supports 8 regain rear side traveling formwork 2 or hold traveling formwork 3 downward overturn extreme position time adjustable supports 8 length, be less than adjustable supports 8 and stretch out the length that rear side traveling formwork 2 or end traveling formwork 3 upwards overturn adjustable supports 8 when to become same plane with plane on master module 1, by the two ends of adjustable supports 8 respectively with freely movable bearing 7 and fixed bearing 9 hinged, at the tail end of this device, namely select the last entering part entering steel work main body frame inside from steel work body exterior, stand 10 connects the guardrail scaffold that the industry is general, just completes enforcement of the present invention, during application, the present invention is combined, primer fluid pressing system, unclamp the locking device on wheel 5, pillar 4 is reduced, makes overall height of the present invention lower than the height of steel work main body frame, adjustable supports 8 is regained simultaneously, side traveling formwork 2 and end traveling formwork 3 are overturn downwards, makes width of the present invention and length be less than the inner cavity size of steel work main body frame, needing the steel work main body frame side of watering build floor, the present invention advanced steel work main body frame inner, be positioned at central part, primer fluid pressing system, is elevated to edge on horizontal girder steel by the height of pillar 4, namely needs the position of watering residing for the soffit of build floor, start adjustable supports 8, make it stretch, promote side traveling formwork 2 respectively and hold traveling formwork 3 upwards to overturn, until side traveling formwork 2 is consistent with the upper plane of master module 1 with the upper plane of end traveling formwork 3, locking device on locking wheel 5, make it fix, just can place inside bar construction needed for concrete floor at upper surface of the present invention, concreting, operating personnel can stand on guardrail scaffold and work, safe and reliable, without the need to building scaffold more in addition, just define qualified concrete floor, after one deck concrete floor slab placement completes, primer fluid pressing system, regain side traveling formwork 2 and end traveling formwork 3, the height reducing pillar 4 makes height of the present invention lower than steel work main body frame height, unclamp the locking device of wheel 5, the present invention is shifted out in steel work main body frame, three are reached when shifting out distance/for the moment, be connected adopting the suspender of crane in this example of lifting gear with the present invention, accept gravity of the present invention, that shifts out along with the present invention increases, regulate the length ratio of hoisting sling, overall undertaking gravity of the present invention, the present invention is lifted into steel work main body frame one end entrance that last layer needs to water build floor, this device is pushed This floor, repeat above-mentioned process, cycle operation, what just can complete multilayer floor slab builds work, simple efficient, avoid and need to repeat to scaffold erecting and the loaded down with trivial details work of formwork supporting plate, there is the use habit avoiding the inapplicable resident in the house after building up simultaneously, increase the defects such as the thickness of floor.
Embodiment two, as Fig. 3, according to various structures cited in embodiment one, adopt the hinge of locking device as hinge 6, cancel freely movable bearing 7, adjustable supports 8, fixed bearing 9, adopts the folding of Artificial Control side traveling formwork 2 and end traveling formwork 3 and locks; Adopt being connected stand 10 with master module 1 above, pillar 4 is arranged on the below of stand 10, and wheel 5 is arranged on the lower end of pillar 4 standing part, is bascule, and when movable part and the earth surface of pillar 4, wheel 5 can be unsettled; Can increase integral rigidity of the present invention and movable flexibility ratio like this, other mounting structures are identical with embodiment one with method.
Above embodiment is several detailed description of the invention of the present invention, does not represent all technical schemes of the present invention, all variations on basis of the present invention, will be regarded as infringement.
Claims (3)
1. a slab form system for multi-storey steel structure building, is characterized in that: comprise master module, side traveling formwork, end traveling formwork, pillar, wheel, hinge, freely movable bearing, adjustable supports, fixed bearing, stand; Described master module is arranged on pillar upper end; Described side traveling formwork is arranged on the dual-side of master module, hinged with master module; Described end traveling formwork is arranged on the both ends of master module, hinged with master module; Described pillar is arranged on the below of master module, and its height can regulate and be fixed; Described wheel is arranged on stand lower end, can freely rotate on stand and can be locked; Described hinge is arranged on master module and side traveling formwork, between master module and end traveling formwork; Described freely movable bearing is arranged on side traveling formwork and end traveling formwork, hinged with one end of adjustable supports; Described adjustable supports is arranged on master module and side traveling formwork, between master module and end traveling formwork, can converts its length; Described fixed bearing is arranged on master module, hinged with one end of adjustable supports; Described stand is arranged on lower rod end; Described stand lower end is provided with wheel.
2. the slab form system of a kind of multi-storey steel structure building according to claim 1, is characterized in that: described pillar is arranged on stand lower end.
3. the slab form system of a kind of multi-storey steel structure building according to claim 2, is characterized in that: described wheel is arranged on lower rod end.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610056963.2A CN105544967A (en) | 2016-01-28 | 2016-01-28 | Floor formwork system of multi-layer steel structure building house |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610056963.2A CN105544967A (en) | 2016-01-28 | 2016-01-28 | Floor formwork system of multi-layer steel structure building house |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN105544967A true CN105544967A (en) | 2016-05-04 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201610056963.2A Pending CN105544967A (en) | 2016-01-28 | 2016-01-28 | Floor formwork system of multi-layer steel structure building house |
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Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN201043354Y (en) * | 2007-04-28 | 2008-04-02 | 北京卓良模板有限公司 | Integral architect guide template and its support bracket |
| CN102400551A (en) * | 2010-09-10 | 2012-04-04 | 上海蓝科钢结构技术开发有限责任公司 | Formwork support tool for steel structure floor system and construction method for framework support tool |
| CN202689535U (en) * | 2012-07-13 | 2013-01-23 | 深圳汇林达科技有限公司 | Top template system |
| CN103556835A (en) * | 2013-11-14 | 2014-02-05 | 广州鑫桥建筑劳务有限公司 | Floor slab trolley |
| CN203701581U (en) * | 2013-12-27 | 2014-07-09 | 聂广增 | Movable modularized building template |
| CN205531314U (en) * | 2016-01-28 | 2016-08-31 | 郑州三迪建筑科技有限公司 | Slab form system in multilayer steel structure building house |
-
2016
- 2016-01-28 CN CN201610056963.2A patent/CN105544967A/en active Pending
Patent Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN201043354Y (en) * | 2007-04-28 | 2008-04-02 | 北京卓良模板有限公司 | Integral architect guide template and its support bracket |
| CN102400551A (en) * | 2010-09-10 | 2012-04-04 | 上海蓝科钢结构技术开发有限责任公司 | Formwork support tool for steel structure floor system and construction method for framework support tool |
| CN202689535U (en) * | 2012-07-13 | 2013-01-23 | 深圳汇林达科技有限公司 | Top template system |
| CN103556835A (en) * | 2013-11-14 | 2014-02-05 | 广州鑫桥建筑劳务有限公司 | Floor slab trolley |
| CN203701581U (en) * | 2013-12-27 | 2014-07-09 | 聂广增 | Movable modularized building template |
| CN205531314U (en) * | 2016-01-28 | 2016-08-31 | 郑州三迪建筑科技有限公司 | Slab form system in multilayer steel structure building house |
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| RJ01 | Rejection of invention patent application after publication |
Application publication date: 20160504 |
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| RJ01 | Rejection of invention patent application after publication |