CN201687198U - Longitudinal and transverse beam supporting combination structure for floor slab formworks - Google Patents
Longitudinal and transverse beam supporting combination structure for floor slab formworks Download PDFInfo
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- CN201687198U CN201687198U CN2010201418816U CN201020141881U CN201687198U CN 201687198 U CN201687198 U CN 201687198U CN 2010201418816 U CN2010201418816 U CN 2010201418816U CN 201020141881 U CN201020141881 U CN 201020141881U CN 201687198 U CN201687198 U CN 201687198U
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- latitude
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- latitude beam
- slab form
- support combinations
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Abstract
The utility model belongs to the field of building components, and particularly relates to a longitudinal and transverse beam supporting combination structure, which is characterized by consisting of extension longitudinal beams, connecting transverse beams, sizing transverse beams and extension transverse beams. Each extension longitudinal beam comprises a longitudinal extension end and longitudinal beam movable joints distributed at the longitudinal beam extension end, each connecting transverse beam holds a batten, each sizing transverse beam adopts a sizing steel beam, the extension transverse beam comprises a transverse beam extension end and transverse beam movable joints distributed on the transverse beam extension end, the connecting transverse beams, the sizing transverse beams and the extension transverse beams directly contact with formworks and transfer pressure to the extension longitudinal beams, and the connecting transverse beam, the sizing transverse beams and the extension transverse beams are uniformly and parallelly laid on the extension longitudinal beams at intervals according to construction design, thereby forming the floor slab formwork longitudinal and transverse beam supporting combination structure which is high in strength, flexible in length adjustment and high in construction efficiency.
Description
Technical field
The utility model belongs to the construction field, particularly the slab form supporting member.
Background technology
In traditional construction technology, the common way of slab form support system is the frame mode of wooden form, flitch and steel pipe support combination.Adopt this structure, complicated operation need completely be built a framework, and assembly unit and building amount are big, and efficiency of construction is low; But also to waste a lot of materials, and such as a large amount of steel tube fasteners, flitch, galvanized wire nail etc.Wherein serious for the waste of timber, there is construction on request, the phenomenon of cross cut saw carelessly, the field control difficulty, and disaster hidden-trouble is big.Problems such as and because this construction technology is steel pipe and flitch combination, two kinds of Material Strength and modulus of elasticity gap are very big, so the contact point of being everlasting produces the situation of flitch because of compressive deformation, thereby cause the mould that rises, and construction quality is not really up to the mark.And recent years, many novel process appearred in slab form support system in succession, but still existed difficulty of processing big, the cost height, and application life, weak point waited some problems.
The utility model content
The utility model is intended to overcome the deficiencies in the prior art, and a kind of slab form longitude and latitude beam support combinations structure simple to operate is provided.
Slab form longitude and latitude beam support combinations structure is characterized in that, is made up of through beam (1), connection latitude beam (2), typing latitude beam (3), flexible latitude beam (4) flexible; Describedly flexible contain through the flexible end of beam (6) and be distributed in footpath beam active section A (5) on the footpath flexible end of beam (6) through beam (1), described connection latitude beam (2) includes flitch (7), described typing latitude beam (3) is the typing girder steel, described flexible latitude beam (4) contains the flexible end of latitude beam (10) and is distributed in the flexible latitude beam active section of holding on (10) (9) of latitude beam, connect latitude beam (2), typing latitude beam (3), flexible latitude beam (4) directly contacts template and pressure is passed to flexible through beam, described connection latitude beam (2), typing latitude beam (3), flexible latitude beam (4) stretches on beam (1) according to evenly parallel being tiled in of working design spacing, constitutes slab form longitude and latitude beam support combinations structure.
Described stretching through beam (1) is a kind of channel-section steel of being made by high strength cold rolled steel plate, himself has intensity greater than comparable size steel pipe and square steel, and weight is lighter than the characteristics of steel pipe and square steel.What it included is slightly less than the channel-section steel that stretches through beam (1) through the flexible end of beam (6) for sectional dimension, therefore can sliding extension.
Described connection latitude beam (2) is for including the light-gauge steel section of flitch (7), can connect template by the mode of nailing and is fixed.
Described typing latitude beam (3) is to be the channel-section steel girder steel of colding pressing, and himself has intensity greater than comparable size steel pipe and square steel, and weight is lighter than the characteristics of steel pipe and square steel.
Described flexible latitude beam (4) includes the flexible end of latitude beam (10), and the flexible end of latitude beam (10) is slightly less than the channel-section steel of flexible latitude beam (4) for sectional dimension, so can sliding extension.
Compared with prior art, the beneficial effects of the utility model are:
1. steel product, size is flexible and changeable, can be recycled more than 300 times after the disposable input.
2. by flexible quick overlap joint assembly unit through beam and each latitude beam spare, easy construction shortens construction period of slab form, raising efficiency of construction greatly.
3. slab form longitude and latitude beam support combinations structure is stressed even, supporting ﹠ stablizing, and the floor slab structure construction can reach the clear-water concrete effect.
4. compare with conventional construction method, this product has the intensity height, and rigidity is big, and length is flexible and changeable, the characteristics that efficiency of construction is high.Therefore, in fund, resource is saved on the labour, greatly for having brought new innovation in builing industry market.
Description of drawings
Fig. 1 is a slab form longitude and latitude beam support combinations structure assembling back structural representation in the utility model.Wherein, (1) is flexible through beam, and (2) connect the latitude beam, (3) typing latitude beam, and (4) the latitude beam that stretch, (5) through beam active section A, and (6) through the flexible end of beam, (7) flitch, (8) sheet that is located by connecting, (9) latitude beam active section, the flexible end of (10) latitude beam, (11) reinforcement locking plate.
Fig. 2 connects latitude girder construction schematic diagram in the utility model.Wherein, (2) connect the latitude beam, (8) sheet that is located by connecting, (7) flitch.
Fig. 3 is a flexible latitude girder construction schematic diagram in the utility model.Wherein, (4) the latitude beam that stretches, (12) latitude beam fixed end, the flexible end of (10) latitude beam, (13) latitude beam fixed knot, (9) latitude beam active section.
Fig. 4 is flexible through the girder construction schematic diagram in the utility model.Wherein, (1) is flexible through beam, and (14) through the beam fixed end, (6) through the flexible end of beam, (16) through the beam fixed knot, (5) are beam active section A directly, (15) footpath beam active section B, and (11) strengthen locking plate.
The specific embodiment
With reference to the accompanying drawings, the utility model is further described:
See Fig. 1: as shown in the figure, slab form longitude and latitude beam support combinations structure is evenly to be tiled in according to certain distance by various latitude beams to stretch on beam (1), constitutes slab form longitude and latitude beam support combinations structure.Described flexible through beam (1) by somely forming of including through beam active section A (5) through the flexible end of beam (6) with on the flexible end of beam (6), being distributed with.Stretch and when beam need stretch, can regulate by the end (6) that stretches through beam, can be after stretching by remedy stretching of causing owing to stretching through beam active section A (5) through the phenomenon of Liang Gang surface injustice.Described connection latitude beam (2), typing latitude beam (3), flexible latitude beam (4) stretch on beam (1) according to evenly parallel being tiled in of working design spacing.Wherein connect latitude beam (2) and include flitch (7), its surface soldered is by the sheet that is located by connecting (8), can connect template by the mode of nailing and is fixed.Flexible latitude beam (4) includes the flexible end of latitude beam (10), can be by flexible satisfied construction size, the latitude beam active section (9) that is distributed on the flexible end of latitude beam (10) then is used for remedying because the flexible flexible phenomenon through Liang Gang surface injustice that causes, reinforcement locking plate (11) is welded in flexible through the bottom of beam (1), strengthens locking plate (11) and can be used for and the floor support and connection.
See Fig. 2: as shown in the figure, connect latitude beam (1), on connect latitude beam (2), evenly weld some sheets that are located by connecting (8) for including the light-gauge steel section of flitch (7).
See Fig. 3: as shown in the figure, flexible latitude beam (4) is made up of the flexible end of latitude beam (10) in latitude beam fixed end (12) and the insertion latitude beam fixed end, on the flexible end of latitude beam (10), be distributed with latitude beam fixed knot (13) and latitude beam active section (9) with latitude beam fixed end (12) same cross-sectional size, latitude beam active section (9) can be free to slide on the flexible end of latitude beam (10), latitude beam fixed knot (13) is welded on the end of the flexible end of latitude beam (10), is used to prevent that latitude beam active section (9) from coming off.
See Fig. 4: as shown in the figure, stretch through beam (1) by forming through beam fixed end (14) and the insertion flexible end of the footpath beam in the beam fixed end (6), on the flexible end of footpath beam (6), be distributed with through beam fixed end (14) same cross-sectional size through beam fixed knot (16) with through beam active section A (5) and through beam active section B (15), can on the flexible end of footpath beam (6), be free to slide through beam active section A (5) with through beam active section B (15), be welded on the footpath flexible end of beam (6) through beam fixed knot (16) and get the end, be used to prevent come off through beam active section A (5) and through beam active section B (15).Be welded with some reinforcement locking plates (11) flexible through the bottom of beam (1), strengthen locking plate (11) and can be used for and the floor support and connection, put up slab form longitude and latitude beam support combinations structure.
Now, when the building floor structure is constructed, only need to stretch to be stretched to suitable dimension through beam, then the adjustable support push rod is adjusted to suitable absolute altitude, after the reinforcement locking plate on the beam is fixing, erect and connect all push rods with flexible by the supporting spring lock pin, will connect latitude beam, typing latitude beam, flexible latitude beam at last and evenly be overlapped on to stretch according to a determining deviation and on beam, promptly finish slab form longitude and latitude beam support combinations structure construction.The whole operation process is very simple, also saved the duration when having saved a large amount of labour, and construction quality is outstanding, and pouring quality can reach the clear-water concrete effect.From cost, progress, be enterprise's profit qualitatively comprehensively.
Claims (10)
1. slab form longitude and latitude beam support combinations structure is characterized in that, is made up of through beam (1), connection latitude beam (2), typing latitude beam (3), flexible latitude beam (4) flexible; Described flexible through beam (1) contain through the flexible end of beam (6) and be distributed on the flexible end of beam (6) through beam active section A (5), described connection latitude beam (2) includes flitch (7), described typing latitude beam (3) is the typing girder steel, described flexible latitude beam (4) contains the flexible end of latitude beam (10) and is distributed in the flexible latitude beam active section of holding on (10) (9) of latitude beam, connect latitude beam (2), typing latitude beam (3), flexible latitude beam (4) directly contacts template and pressure is passed to flexible through beam, described connection latitude beam (2), typing latitude beam (3), flexible latitude beam (4) stretches on beam (1) according to evenly parallel being tiled in of working design spacing, constitutes slab form longitude and latitude beam support combinations structure.
2. slab form longitude and latitude beam support combinations structure according to claim 1, it is characterized in that, described stretching through beam (1) by forming in the beam fixed end through the flexible end of beam (6) through beam fixed end (14) and insertion, on the flexible end of beam (6), be distributed with through beam fixed end (14) same cross-sectional size through beam fixed knot (16) with through beam active section A (5), can on the flexible end of beam (6), be free to slide through beam active section A (5), be welded on through the end of the flexible end of beam (6) through beam fixed knot (16), be welded with some reinforcement locking plates (11) through the bottom of beam (1) flexible.
3. slab form longitude and latitude beam support combinations structure according to claim 1 is characterized in that, described stretching through beam holds (6) to be slightly less than the channel-section steel that stretches through beam (1) for sectional dimension.
4. slab form longitude and latitude beam support combinations structure according to claim 2 is characterized in that described can have more than two through the beam active section.
5. slab form longitude and latitude beam support combinations structure according to claim 1 is characterized in that, described connection latitude beam (2) is for including the light-gauge steel section of flitch (7).
6. slab form longitude and latitude beam support combinations structure according to claim 1 is characterized in that, evenly welds some sheets that are located by connecting (8) above the described connection latitude beam (2).
7. slab form longitude and latitude beam support combinations structure according to claim 1, it is characterized in that, described flexible latitude beam (4) is made up of the flexible end of latitude beam (10) in latitude beam fixed end (12) and the insertion latitude beam fixed end, on the flexible end of latitude beam (10), be distributed with latitude beam fixed knot (13) and latitude beam active section (9) with latitude beam fixed end (12) same cross-sectional size, latitude beam active section (9) can be free to slide on the flexible end of latitude beam (10), and latitude beam fixed knot (13) is welded on the end of the flexible end of latitude beam (10).
8. slab form longitude and latitude beam support combinations structure according to claim 1 is characterized in that described typing latitude beam (3) is to be the channel-section steel girder steel of colding pressing.
9. slab form longitude and latitude beam support combinations structure according to claim 1 is characterized in that, described flexible latitude beam (4) includes the flexible end of latitude beam (10).
10. slab form longitude and latitude beam support combinations structure according to claim 7 is characterized in that, the flexible end of described latitude beam (10) is slightly less than the channel-section steel of flexible latitude beam (4) for sectional dimension.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2010201418816U CN201687198U (en) | 2010-03-26 | 2010-03-26 | Longitudinal and transverse beam supporting combination structure for floor slab formworks |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2010201418816U CN201687198U (en) | 2010-03-26 | 2010-03-26 | Longitudinal and transverse beam supporting combination structure for floor slab formworks |
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| Publication Number | Publication Date |
|---|---|
| CN201687198U true CN201687198U (en) | 2010-12-29 |
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| Application Number | Title | Priority Date | Filing Date |
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| CN2010201418816U Expired - Fee Related CN201687198U (en) | 2010-03-26 | 2010-03-26 | Longitudinal and transverse beam supporting combination structure for floor slab formworks |
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Cited By (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102146731A (en) * | 2011-03-08 | 2011-08-10 | 浙江梁湖建设有限公司 | Supporting structure for floor formwork of steel structure building and construction method |
| CN102296809A (en) * | 2011-07-20 | 2011-12-28 | 杨元东 | composite support beam |
| CN102359271A (en) * | 2011-07-22 | 2012-02-22 | 杨元东 | Composite stringer |
| CN102653988A (en) * | 2011-03-03 | 2012-09-05 | 罗炎龙 | Clamping flat rack |
| CN105579647A (en) * | 2013-09-24 | 2016-05-11 | 多卡有限责任公司 | Support device for concrete formwork |
| CN106545157A (en) * | 2017-01-12 | 2017-03-29 | 山西金辰绿环建筑技术有限公司 | Fast disassembly type building template roof timbering |
-
2010
- 2010-03-26 CN CN2010201418816U patent/CN201687198U/en not_active Expired - Fee Related
Cited By (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102653988A (en) * | 2011-03-03 | 2012-09-05 | 罗炎龙 | Clamping flat rack |
| CN102146731A (en) * | 2011-03-08 | 2011-08-10 | 浙江梁湖建设有限公司 | Supporting structure for floor formwork of steel structure building and construction method |
| CN102296809A (en) * | 2011-07-20 | 2011-12-28 | 杨元东 | composite support beam |
| CN102359271A (en) * | 2011-07-22 | 2012-02-22 | 杨元东 | Composite stringer |
| CN105579647A (en) * | 2013-09-24 | 2016-05-11 | 多卡有限责任公司 | Support device for concrete formwork |
| CN106545157A (en) * | 2017-01-12 | 2017-03-29 | 山西金辰绿环建筑技术有限公司 | Fast disassembly type building template roof timbering |
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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 | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20101229 Termination date: 20160326 |