CN204876339U - A a superimposed sheet supporting beam for steel construction building - Google Patents
A a superimposed sheet supporting beam for steel construction building Download PDFInfo
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- CN204876339U CN204876339U CN201520064588.7U CN201520064588U CN204876339U CN 204876339 U CN204876339 U CN 204876339U CN 201520064588 U CN201520064588 U CN 201520064588U CN 204876339 U CN204876339 U CN 204876339U
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- superimposed sheet
- supporting plate
- steel
- movable supporting
- screw rod
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Abstract
The utility model discloses a superimposed sheet supporting beam for steel construction building belongs to the building structure field. The utility model discloses superimposed sheet supporting beam includes and is in with parallel, the setting of secondary beam the horizontal anomalous movement backup pad of superimposed sheet below is followed that movable supporting plate length direction sets up at a distance of the certain distance, two at least drives the regulation structure of movable supporting plate rising and decline and adjustment movable supporting plate levelness, it sets up in steel structure support roof beam both sides, uses steel structure support roof beam for adjusting two screw rods that support including the symmetry to adjust the structure, the top of screw rod with the movable supporting plate bottom surface is connected, the afterbody of screw rod lies in the handheld within range of people, steel structure support girder span connects on the steel construction girder, for H -beam or T word roof beam. The utility model discloses a superimposed sheet supporting beam repeatedly usable to follow -up construction, the easily industrialization of floor is not influenced, the requirement that the secondary beam was turned over on in the steel construction residential housing can also be satisfied.
Description
Technical field
The utility model belongs to building structure field, relates to a kind of superimposed sheet brace summer for steel building.
Background technology
China from output of steel break through hundred million tons and carry out Appropriate application steel and active adoption steel work policy since, construction steel structure obtains fast development.At present, on the occasion of housing industrialization when China proposed for 10 anniversaries, " green building key technology research " is listed in " 15 " International Technology Program for Tackling Key Problems key project and passes through expert's feasibility study.In today that " green building " and " housing industrialization " cry grows to even greater heights, steel house is its best carrier, will open up the new world of a slice in the house of China.
Current housing building of steel-structure adopts superimposed sheet technology comparative maturity, but because Large-span Precast prestressed thin slab self load bearing is limited in one's ability, cast-in-situ concrete layer at an upper portion thereof, when being combined into a superimposed sheet, often need under precast prestressed thin plate, install the interim column landed to support, unsupported span is generally not more than 2.0m.Carry out the labour intensity that column that temporary support arranges specially needs to increase workman on the one hand, also the subsequent construction of floor is affected on the other hand, and stem height after being finished required for different building, load-bearing are all different, sometimes just discarded after being finished, also can cause unnecessary waste, therefore need badly at present and a kind ofly reuse and do not affect the superimposed sheet brace summer for steel building of subsequent construction.
Summary of the invention
According to demand and the deficiency in above-mentioned field, the utility model provides a kind of superimposed sheet brace summer for steel building.The utility model superimposed sheet brace summer is reusable, and do not affect floor subsequent construction, be easy to industrialization.
The technical solution of the utility model is as follows:
A kind of superimposed sheet brace summer for steel building, it is characterized in that, comprise parallel with secondary beam, be arranged on the horizontal anomalous movement gripper shoe below described superimposed sheet, arrange in a distance along described movable supporting plate length direction, at least two drive described movable supporting plate to rise and decline and adjust the adjustment structure of movable supporting plate levelness, described adjustment structure comprises and is symmetricly set on steel structure support beam both sides, be regulate two screw rods supported with steel structure support beam, the top of described screw rod is connected with described movable supporting plate bottom surface, the afterbody of described screw rod is positioned at staff and holds scope, described steel structure support beam is connected across on steel work girder, for i beam or T word beam.
Described steel structure support beam is regulate to support to refer to that the horizontal gird on described steel structure support beam top supports for regulating, namely it is symmetrically arranged with through hole that described two screw rods pass and by the restriction of the soffit of described horizontal gird, be enclosed within nut on described two screw rods respectively, the internal thread of described nut and the external screw thread of described screw rod suitable.
On described movable supporting plate, the position of corresponding screw tip is provided with positioning element, described positioning element is the screw slot cover being arranged on movable supporting plate bottom surface, described screw slot cover has the locating hole that screw rod passes, and size and the position of the described locating hole through hole that pass corresponding to same screw rod on described steel structure support beam are suitable for this screw rod to limit in the vertical direction.
Described positioning element is the square bathtub construction combined with described movable supporting plate bottom surface, and described locating hole is at bottom land, and described screw rod is through this locating hole, and its top is fixed on the bottom surface of described movable supporting plate.
The bottom of described screw rod is provided with rotary part and rotates to drive screw rod.
Described rotary part is rotary spanner.
The dual-side of described movable supporting plate is symmetrically arranged with towards the vertical plate of bottom, and the width between described two vertical plates is greater than the width of described steel structure support beam upper beam.
The dual-side of described movable supporting plate is symmetrically arranged with towards the vertical plate of bottom, and the width between described two vertical plates is greater than the width of described steel structure support beam upper beam.
Described steel structure support beam adopts secondary beam, and two ends are fixed on position on the upper side in the middle part of steel work girder.
Described steel structure support beam adopts secondary beam, and two ends are fixed on position on the upper side in the middle part of steel work girder.
The superimposed sheet brace summer that the utility model is used for steel building is arranged on below superimposed sheet, and replace the temporary support of prior art, the two ends of this brace summer load-bearing are connected on steel work girder.Steel structure support beam is connected across on steel work girder, for i beam or T word beam, play the effect supporting superimposed sheet base plate in the construction stage, after the cast-in-place formation of superimposed sheet using this brace summer as regulating the utility model supported, the utility model is removable and recycle, energy-conserving and environment-protective.
Needs are increased in order to what meet superimposed sheet, the utility model is provided with horizontal anomalous movement gripper shoe, regulate movable supporting plate to rise, decline and two or more of levelness have the adjustment structure of spacing, described adjustment structure comprises adjustment screw rod and nut, like this, adjustment structure is arranged on the diverse location of movable supporting plate, can the height of movable supporting plate that supports of adjusting screw(rod) and levelness easily, and the afterbody of the described screw rod of screw rod is positioned at staff and holds scope, movable supporting plate can be made to increase or decline by screw rod hand-manipulated.
The support and connection that the column that the utility model can replace needs to arrange on floor for the superimposed sheet brace summer of steel building does, do not affect the subsequent construction of floor, easy to use, are convenient to promote.
In the utility model, the quantity of adjusting screw(rod) is determined by the length of superimposed sheet and stressing conditions, be generally 2-4 couple, namely arrange in 2-4 adjustment structure diagram of the present utility model and embodiment only list respectively 2 right and 3 right, wherein also be in daily use according to the length of superimposed sheet and the right screw rod of stressing conditions 4, requirement of the present utility model can be met too simultaneously.
The utility model is used for the superimposed sheet brace summer of steel building can not only meet the needs supporting superimposed sheet, can also meet cast-in-place in superimposed sheet system on turn over the requirement of secondary beam.
The superimposed sheet brace summer that the utility model is used for steel building is specially adapted to housing building of steel-structure.
Accompanying drawing explanation
Fig. 1 uses the utility model for the superimposed sheet brace summer duty elevation of steel building;
Fig. 2 is for using the utility model superimposed sheet brace summer unloading condition elevation;
Fig. 3 is the superimposed sheet brace summer working state schematic representation of the utility model for steel building;
Fig. 4 is the superimposed sheet brace summer unloading condition schematic diagram of the utility model for steel building;
Fig. 5 is the superimposed sheet brace summer duty sectional view of the utility model for steel building;
Fig. 6 uses the utility model to install for the superimposed sheet brace summer of steel building to turn over secondary beam duty sectional view;
Wherein: 1-movable supporting plate; 2-screw rod; 3-nut; 4-positioning element; 5-rotary part; 6-external thread of screw; 7-steel structure support beam; 8-steel work girder.
Detailed description of the invention
Below in conjunction with accompanying drawing, the utility model is described.Following embodiment is provided to be to understand the utility model further better; be not limited to described preferred forms; content of the present utility model and protection domain are not construed as limiting; anyone is under enlightenment of the present utility model or any and the utility model being carried out combining with the feature of other prior aries by the utility model and draw is identical or akin product, all drops within protection domain of the present utility model.
If do not specialize, the conventional means that technological means used in embodiment is well known to those skilled in the art.Material used in the utility model, if no special instructions, is commercial sources and obtains.
See Fig. 1-6.Fig. 1 and Fig. 2 is respectively and uses the utility model for the superimposed sheet brace summer duty of steel building and unloading condition elevation, as shown in Figure 1, the bottom of the horizontal top rail of steel structure support beam 7 is arranged on the nut 3 of screw rod 2 adaptation, the two ends of steel structure support beam 7 are fixed on steel work girder 8, preferably be fixed on the position of girder 8 middle and upper part, because steel structure support beam 7 needs to dismantle after the utility model is finished, therefore also temporarily can substitute with temporary transient no secondary beam, one of component of the present utility model movable supporting plate 1 is for being horizontally disposed with, can be the plate of flute profile for dull and stereotyped or both sides bending or the vertical riser of both sides band cross section, the top of the bottom surface connecting screw rod of movable supporting plate 1, movable supporting plate 1 is arranged between secondary beam, parallel with secondary beam, be arranged on below described superimposed sheet.Be provided with at least two in a distance along described movable supporting plate 1 length direction drive described movable supporting plate to rise and decline and adjust the adjustment structure of movable supporting plate levelness, described adjustment structure comprise be symmetricly set on steel structure support beam both sides, with steel structure support beam be regulate support two described screw rods 2, the afterbody of described screw rod 2 is positioned at staff and holds scope, and described steel structure support beam 7 is i beam or T word beam.Described steel structure support beam 7 is regulate to support the horizontal gird referring to described steel structure support beam 7 top and support for regulating, namely it is symmetrically arranged with through hole that described two screw rods 2 pass and by the restriction of the soffit of described horizontal gird, be enclosed within nut 3 on described two screw rods 2 respectively.The positioning element 4 stoping screw rod crosswise movement is provided with at the position on connecting screw rod top, positioning element 4 is for being arranged on the screw slot cover 4 of movable supporting plate 1 bottom surface, described screw slot cover 4 has the locating hole that screw rod passes, and size and the position of described locating hole and the corresponding through hole passed of same screw rod on described steel structure support beam 7 are suitable for this screw rod 2 to limit in the vertical direction.During utility model works, weight is imputed to steel structure support beam 7 by external thread of screw 6 and the mating reaction of nut 3 by screw rod 2, and steel structure support beam 7 imputes to again steel work girder 8.The square bathtub construction that described positioning element 4 also preferably combines with described movable supporting plate 7 bottom surface, described locating hole is at bottom land, and described screw rod 2 is through this locating hole, and its top is fixed on the bottom surface of described movable supporting plate 1.The bottom of described screw rod 2 is provided with rotary part 5 and rotates to drive screw rod 2.Operation rotary part 5 makes screw rod rotate thus regulates the lifting of movable supporting plate 1 to meet the demand of real work, and described rotary part 5 is rotary spanner or electronic rotation part or is the polygon prism cap that can be turned by spanner; Movable supporting plate 1 wherein can up and down 50mm.As shown in Fig. 2 unloading condition elevation, when the Bars In Poured Concrete Slab drying work of solidifying completes, it is minimum that operation rotary part 5 makes screw rod 2 rotate that movable support rod 1 is dropped to, and further rotates with removal screw rod 2, for recycling.
Fig. 3 and Fig. 4 is respectively utility model works state and unloading condition schematic diagram.As shown in Figure 3, nut 3 of the present utility model abuts against the soffit at steel structure support beam 7 horizontal gird, screw rod 2 is through the locating hole in the through hole of horizontal gird and the screw slot cover 4 of movable supporting plate 1 soffit setting, and during work, rotary screw 2 makes movable supporting plate 1 move up and down to meet the demand of real work; When having worked, as shown in Figure 4, it is minimum that rotary screw 2 makes movable supporting plate 1 be down to, further can removal screw rod 2 for recycling.
As shown in Figure 5 and Figure 6, Fig. 5 is the utility model superimposed sheet brace summer duty sectional view, and Fig. 6 turns over secondary beam duty sectional view for using the utility model to install; That plays load-bearing effect in Fig. 5 and Fig. 6 is steel structure support beam 7; to turn on wherein in Fig. 6 below secondary beam and on movable supporting plate 1, also to put the thick cement increased pressure board of a 10mm to replace the reinforcement cover of steel concrete, the utility model be suitable for Fig. 6 on turn over the steel building of secondary beam.
More than describe preferably specific embodiment of the present utility model in detail.Should be appreciated that those of ordinary skill in the art just can make many modifications and variations according to design of the present utility model without the need to paying performing creative labour.Therefore; every those skilled in the art, all should within the determined protection domain of the utility model claims according to design of the present utility model available technical scheme of experiment by logic analysis, reasoning or limited number of time on the basis of prior art.
Claims (11)
1. the superimposed sheet brace summer for steel building, it is characterized in that, comprise parallel with secondary beam, be arranged on the horizontal anomalous movement gripper shoe below described superimposed sheet, arrange in a distance along described movable supporting plate length direction, at least two drive described movable supporting plate to rise and decline and adjust the adjustment structure of movable supporting plate levelness, described adjustment structure comprises and is symmetricly set on steel structure support beam both sides, be regulate two screw rods supported with steel structure support beam, the top of described screw rod is connected with described movable supporting plate bottom surface, the afterbody of described screw rod is positioned at staff and holds scope, described steel structure support beam is connected across on steel work girder, for i beam or T word beam.
2. the superimposed sheet brace summer for steel building according to claim 1, it is characterized in that, described steel structure support beam is regulate to support to refer to that the horizontal gird on described steel structure support beam top supports for regulating, namely it is symmetrically arranged with through hole that described two screw rods pass and by the restriction of the soffit of described horizontal gird, be enclosed within nut on described two screw rods respectively, the internal thread of described nut and the external screw thread of described screw rod suitable.
3. the superimposed sheet brace summer for steel building according to claim 2, it is characterized in that, on described movable supporting plate, the position of corresponding screw tip is provided with positioning element, described positioning element is the screw slot cover being arranged on movable supporting plate bottom surface, described screw slot cover has the locating hole that screw rod passes, and size and the position of the described locating hole through hole that pass corresponding to same screw rod on described steel structure support beam are suitable for this screw rod to limit in the vertical direction.
4. the superimposed sheet brace summer for steel building according to claim 3, it is characterized in that, described positioning element is the square bathtub construction combined with described movable supporting plate bottom surface, described locating hole is at bottom land, described screw rod is through this locating hole, and its top is fixed on the bottom surface of described movable supporting plate.
5. according to the superimposed sheet brace summer for steel building one of claim 1-4 Suo Shu, it is characterized in that, the bottom of described screw rod is provided with rotary part and rotates to drive screw rod.
6. the superimposed sheet brace summer for steel building according to claim 5, is characterized in that, described rotary part is rotary spanner.
7. according to the superimposed sheet brace summer for steel building one of claim 1-4 Suo Shu, it is characterized in that, the dual-side of described movable supporting plate is symmetrically arranged with towards the vertical plate of bottom, and the width between described two vertical plates is greater than the width of described steel structure support beam upper beam.
8. the superimposed sheet brace summer for steel building according to claim 5, it is characterized in that, the dual-side of described movable supporting plate is symmetrically arranged with towards the vertical plate of bottom, and the width between described two vertical plates is greater than the width of described steel structure support beam upper beam.
9. the superimposed sheet brace summer for steel building according to claim 6, it is characterized in that, the dual-side of described movable supporting plate is symmetrically arranged with towards the vertical plate of bottom, and the width between described two vertical plates is greater than the width of described steel structure support beam upper beam.
10. the superimposed sheet brace summer for steel building according to claim 7, is characterized in that, described steel structure support beam adopts secondary beam, and two ends are fixed on position on the upper side in the middle part of steel work girder.
11. superimposed sheet brace summers for steel building according to claim 8 or claim 9, is characterized in that, described steel structure support beam adopts secondary beam, and two ends are fixed on position on the upper side in the middle part of steel work girder.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520064588.7U CN204876339U (en) | 2015-01-29 | 2015-01-29 | A a superimposed sheet supporting beam for steel construction building |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520064588.7U CN204876339U (en) | 2015-01-29 | 2015-01-29 | A a superimposed sheet supporting beam for steel construction building |
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| Publication Number | Publication Date |
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| CN204876339U true CN204876339U (en) | 2015-12-16 |
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| Application Number | Title | Priority Date | Filing Date |
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| CN201520064588.7U Active CN204876339U (en) | 2015-01-29 | 2015-01-29 | A a superimposed sheet supporting beam for steel construction building |
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Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106437184A (en) * | 2016-12-07 | 2017-02-22 | 中冶建工集团有限公司 | Pouring support frame for concrete laminates and mounting and using method of pouring support frame |
| CN106836832A (en) * | 2017-02-24 | 2017-06-13 | 中建钢构有限公司 | A kind of combined slab installs temporary support system |
| CN110550298A (en) * | 2019-10-08 | 2019-12-10 | 黄萍 | Improved logistics tray |
-
2015
- 2015-01-29 CN CN201520064588.7U patent/CN204876339U/en active Active
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106437184A (en) * | 2016-12-07 | 2017-02-22 | 中冶建工集团有限公司 | Pouring support frame for concrete laminates and mounting and using method of pouring support frame |
| CN106836832A (en) * | 2017-02-24 | 2017-06-13 | 中建钢构有限公司 | A kind of combined slab installs temporary support system |
| CN110550298A (en) * | 2019-10-08 | 2019-12-10 | 黄萍 | Improved logistics tray |
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| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant |