CN205531314U - Slab form system in multilayer steel structure building house - Google Patents
Slab form system in multilayer steel structure building house Download PDFInfo
- Publication number
- CN205531314U CN205531314U CN201620082756.XU CN201620082756U CN205531314U CN 205531314 U CN205531314 U CN 205531314U CN 201620082756 U CN201620082756 U CN 201620082756U CN 205531314 U CN205531314 U CN 205531314U
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- CN
- China
- Prior art keywords
- master module
- collapsible form
- pillar
- movable template
- steel structure
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- 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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- 229910000831 Steel Inorganic materials 0.000 title claims abstract description 48
- 239000010959 steel Substances 0.000 title claims abstract description 48
- 238000006243 chemical reaction Methods 0.000 claims description 2
- 238000000034 method Methods 0.000 abstract description 7
- 238000010276 construction Methods 0.000 description 26
- 229910052918 calcium silicate Inorganic materials 0.000 description 7
- 239000000378 calcium silicate Substances 0.000 description 7
- OYACROKNLOSFPA-UHFFFAOYSA-N calcium;dioxido(oxo)silane Chemical compound [Ca+2].[O-][Si]([O-])=O OYACROKNLOSFPA-UHFFFAOYSA-N 0.000 description 7
- 238000005266 casting Methods 0.000 description 3
- 230000007547 defect Effects 0.000 description 3
- 238000009415 formwork Methods 0.000 description 3
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 3
- 230000009286 beneficial effect Effects 0.000 description 2
- 230000015572 biosynthetic process Effects 0.000 description 2
- 238000005516 engineering process Methods 0.000 description 2
- 230000005484 gravity Effects 0.000 description 2
- 238000003466 welding Methods 0.000 description 2
- 238000009435 building construction Methods 0.000 description 1
- 238000005034 decoration Methods 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 238000009432 framing Methods 0.000 description 1
- 238000009413 insulation Methods 0.000 description 1
- 239000011229 interlayer Substances 0.000 description 1
- 238000009940 knitting Methods 0.000 description 1
- 239000010410 layer Substances 0.000 description 1
- 239000000463 material Substances 0.000 description 1
- 230000000717 retained effect Effects 0.000 description 1
- 230000007306 turnover Effects 0.000 description 1
- 239000002699 waste material Substances 0.000 description 1
Landscapes
- Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)
Abstract
The utility model provides a slab form system in multilayer steel structure building house, belongs to the building field, including the master module, and side movable template, end movable template, pillar, wheel, hinge, mobile support, adjustable brace, fixing support, rack, the master module install in pillar upper end, side movable template install the both sides limit at the master module, end movable template install the both ends at the master module, the pillar install the below at the master module, the wheel install at the rack lower extreme, the hinge mount at master module and side movable template, the master module with hold between the movable template, mobile support install at side movable template and end on the movable template, have the building method that to simplify multilayer steel structure house floor, improve work efficiency, guarantee the characteristics of the normal design thickness of floor.
Description
Technical field
The invention belongs to steel building field, particularly to the slab form system of a kind of multi-storey steel structure building.
Background technology
Steel building is a kind of construction method that fast development is got up in the last few years, and its method is to use steel sectional material to be combined, and forms building frame, then is aided with corresponding body of wall and roof, is the formation of the architectural mode of steel construction；In recent years due to the development of steel building technology, steel building steps into civic building building field, has building speed fast, and building waste is few, it is easy to accomplish the advantages such as standardized building are welcomed by the general public；During multi-storey steel structure building construction, the floor construction of every interlayer always hinders one obstacle that steel building develops in tier building, the floor of steel building uses mostly after steel construction main building completes at present, again falsework system is built, casting concrete floor construction in template, adds burden thus to the building speed of steel construction, and labour intensity is big, operation is loaded down with trivial details, affects operating efficiency；If using 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 is to use 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 constructions are connected, form floor framing, then on calcium silicate board with microporous, casting concrete 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 to be unfavorable for secondary decoration, simultaneously because the quantity that the intensity of calcium silicate board with microporous and bottom are made limits, being acted on by concrete floor slab placement weight, calcium silicate board with microporous can be deformed, and causes underfloor air spots；Furthermore, triangular reinforced bar structure owing to arranging on calcium silicate board with microporous top needs certain height, this adds the thickness of floor the most accordingly, also the weight of floor is increased, load is increased to the main body of steel construction, so that the structural element strength and stiffness of steel construction main body increase, add building cost and difficulty of construction.
Summary of the invention
The disadvantages described above that in building for existing multi-storey steel structure, floor construction exists, the present invention proposes the slab form system of a kind of multi-storey steel structure building, it is characterised in that: include master module, side collapsible form, end collapsible form, pillar, wheel, hinge, movable bearing support, adjustable supports, hold-down support, stand；Described master module is arranged on pillar upper end；Described side collapsible form is arranged on the dual-side of master module, hinged with master module；Described end collapsible form is arranged on the both ends of master module, hinged with master module；Described pillar is arranged on the lower section of master module, and its height can regulate and be fixed；Described wheel is arranged on stand lower end, it is possible to freely rotatable and can be locked on stand；Described hinge is arranged on master module and side collapsible form, between master module and end collapsible form；Described movable bearing support is arranged on side collapsible form and end collapsible form, hinged with one end of adjustable supports；Described adjustable supports is arranged between master module and side collapsible form, master module and end collapsible form, it is possible to conversion its length；Described hold-down support 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
The beneficial effects of the present invention is, it is possible to simplify the construction process of multi-storey steel structure house floor, improve operating efficiency, it is ensured that the normal design thickness of floor.
Accompanying drawing explanation
Fig. 1 is the upper view of the present invention
1. master module, 2. side collapsible form, 3. end collapsible form, 4. pillar, 5. wheel, 10. stand.
Fig. 2 is the substructure schematic diagram of the present invention
1. master module, 2. side collapsible form, 3. end collapsible form, 4. pillar, 5. wheel, 6. hinge, 7. movable bearing support, 8. adjustable supports, 9. hold-down support, 10. stand.
Detailed description of the invention
Embodiment one, in order to further illustrate technical scheme, the detailed description of the invention of the present invention is described in conjunction with accompanying drawing, such as Fig. 2, master module 1 in this example can use the concrete steel formwork that the industry is general, it is spliced into the master module 1 of coplanar flat, the inner space that its planar dimension surrounds according to area i.e. the steel construction main body girder steel of floor to be built determines, the Outside Dimensions of its master module is respectively smaller than the area that steel construction main body girder steel surrounds, its size is respectively equal to side collapsible form and the width of end collapsible form, be conducive to the master module 1 turnover in steel construction main body；Selecting the concrete steel formwork that the industry is general, select suitably sized, be fabricated to side collapsible form 2 and end collapsible form 3 respectively, in this example, side collapsible form 2 and end collapsible form 3 all use two, lay respectively at both sides and the two ends of master module 1；Stand 10 in the present invention can use steel pipe to build, or the mode of shaped steel welding or the splicing of other structural elements realizes, the mode selecting shaped steel welding in this example is welded into the planar dimension adapted with master module 1 size, highly less than the lower edge height of steel structure beam, pillar 4 is arranged on stand 10；Select the steel hinge that the industry is general as hinge 6, using hinge 6, by hinged with master module 1 to side collapsible form 2 and end collapsible form 3, hinge 6 uses multiple, it is evenly distributed on master module 1 and side collapsible form 2, master module 1 and the lower edge junction of end collapsible form 3；Using hydraulic prop as pillar 4 in this example, select corresponding length of interval according to steel structure beam height, be connected with master module 1 its upper end, lower end is connected with stand 10, and flexible height is more than the height of steel structure beam body；Being connected with the lower surface of master module 1 one end of pillar 4, pillar 4 uses multiple, is uniformly distributed according to the area of built floor；This example is selected the commercially available universal wheel with locking device as wheel 5, wheel 5 is arranged on the lower end of stand 10；This example is selected commercially available hydraulic jack as adjustable supports 8, select commercially available hydraulic cylinder connecting seat as movable bearing support 7 and hold-down support 9, hold-down support 9 is arranged on the lower surface of master module 1, movable bearing support 7 is arranged on side collapsible form 2 and the lower surface of end collapsible form 3, the length of adjustable supports 8 during the extreme position that the distance between movable bearing support 7 and hold-down support 9 downwardly turns over more than collapsible form 2 on rear side of adjustable supports 8 withdrawal or end collapsible form 3, the length of adjustable supports 8 when stretching out rear side collapsible form 2 less than adjustable supports 8 or hold collapsible form 3 to be flipped up becoming same plane with plane on master module 1；The two ends of adjustable supports 8 are hinged with movable bearing support 7 and hold-down support 9 respectively, tail end at this device, namely select to enter from steel construction body exterior to finally enter part within steel construction main body frame, stand 10 connects the guardrail scaffold that the industry is general, just completes the enforcement of the present invention；During application, the present invention is combined, start hydraulic system, unclamp the locking device on wheel 5, pillar 4 is reduced so that adjustable supports 8, less than the height of steel construction main body frame, is regained by the overall height of the present invention simultaneously, side collapsible form 2 and end collapsible form 3 are downwardly turned over so that the width of the present invention and length are less than the inner chamber size of steel construction main body frame；Needing to water the steel construction main body frame side of build floor, the present invention is advanced inside steel construction main body frame, centrally located position, start hydraulic system, the height of pillar 4 is increased to edge on horizontal girder steel, namely needs to water the lower surface location of build floor, start adjustable supports 8, make it stretch, promote side collapsible form 2 and end collapsible form 3 to be flipped up respectively, until side collapsible form 2 is consistent with the upper plane of master module 1 with the upper plane of end collapsible form 3；Locking device on locking wheel 5, make it fix, just can be at the inside bar construction needed for the upper surface of the present invention places concrete floor, casting concrete, operating personnel can stand on and work on guardrail scaffold, safe and reliable, it is not necessary to build scaffold the most again, it is the formation of qualified concrete floor；nullAfter first floor plate has poured，Start hydraulic system，Regain side collapsible form 2 and end collapsible form 3，The height reducing pillar 4 makes the height of the present invention less than steel construction main body frame height，Unclamp the locking device of wheel 5，The present invention is removed in steel construction main body frame，When removal distance reach three/for the moment，It is connected this example of hoisting apparatus uses the suspender of crane with the present invention，Accept the gravity of the present invention，Along with increasing of present invention removal，The length ratio of regulation hoisting sling，The overall gravity accepting the present invention，The present invention is lifted into last layer and needs to water steel construction main body frame one end entrance of build floor，This device is pushed This floor，Repeat above-mentioned process，Cycle operation，Just can complete multilayer floor slab pours work，Simple efficient，Avoid the need for the loaded down with trivial details work repeating to build scaffold and formwork supporting plate，There is the use habit avoiding the inapplicable resident in the house after building up simultaneously，The defects such as the thickness of increase floor.
Embodiment two, such as Fig. 3, according to various structures cited in embodiment one, uses the hinge of locking device as hinge 6, cancels movable bearing support 7, adjustable supports 8, hold-down support 9, use Artificial Control side collapsible form 2 and the folding of end collapsible form 3 and lock；Using and be connected with master module 1 by the above of stand 10, pillar 4 is arranged on the lower section of stand 10, and wheel 5 is arranged on the lower end of pillar 4 standing part, and for bascule, when the movable part of pillar 4 contacts with ground, wheel 5 can be unsettled；So can increase the integral rigidity of the present invention and movable flexibility ratio, other mounting structures are identical with embodiment one with method.
Above example is several detailed description of the invention of the present invention, does not represent all technical schemes of the present invention, all variations on the basis of the present invention, will be considered infringement.
Claims (3)
1. the slab form system of a multi-storey steel structure building, it is characterised in that: include master module, side collapsible form, hold collapsible form, pillar, wheel, hinge, movable bearing support, adjustable supports, hold-down support, stand；Described master module is arranged on pillar upper end；Described side collapsible form is arranged on the dual-side of master module, hinged with master module；Described end collapsible form is arranged on the both ends of master module, hinged with master module；Described pillar is arranged on the lower section of master module, and its height can regulate and be fixed；Described wheel is arranged on stand lower end, it is possible to freely rotatable and can be locked on stand；Described hinge is arranged on master module and side collapsible form, between master module and end collapsible form；Described movable bearing support is arranged on side collapsible form and end collapsible form, hinged with one end of adjustable supports；Described adjustable supports is arranged between master module and side collapsible form, master module and end collapsible form, it is possible to conversion its length；Described hold-down support 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.
The slab form system of a kind of multi-storey steel structure building the most according to claim 1, it is characterised in that: described pillar is arranged on stand lower end.
The slab form system of a kind of multi-storey steel structure building the most according to claim 2, it is characterised in that: described wheel is arranged on lower rod end.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620082756.XU CN205531314U (en) | 2016-01-28 | 2016-01-28 | Slab form system in multilayer steel structure building house |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620082756.XU CN205531314U (en) | 2016-01-28 | 2016-01-28 | Slab form system in multilayer steel structure building house |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN205531314U true CN205531314U (en) | 2016-08-31 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201620082756.XU Expired - Fee Related CN205531314U (en) | 2016-01-28 | 2016-01-28 | Slab form system in multilayer steel structure building house |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN205531314U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105544967A (en) * | 2016-01-28 | 2016-05-04 | 郑州三迪建筑科技有限公司 | Floor formwork system of multi-layer steel structure building house |
-
2016
- 2016-01-28 CN CN201620082756.XU patent/CN205531314U/en not_active Expired - Fee Related
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105544967A (en) * | 2016-01-28 | 2016-05-04 | 郑州三迪建筑科技有限公司 | Floor formwork system of multi-layer steel structure building house |
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| 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: 20160831 |
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| CF01 | Termination of patent right due to non-payment of annual fee |