CN202430827U - Adjustable connecting support for super high-rise building curtain wall unit type stone decorative lines - Google Patents
Adjustable connecting support for super high-rise building curtain wall unit type stone decorative lines Download PDFInfo
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- CN202430827U CN202430827U CN 201120532355 CN201120532355U CN202430827U CN 202430827 U CN202430827 U CN 202430827U CN 201120532355 CN201120532355 CN 201120532355 CN 201120532355 U CN201120532355 U CN 201120532355U CN 202430827 U CN202430827 U CN 202430827U
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Abstract
The utility model provides an adjustable connecting support for super high-rise building curtain wall unit type stone decorative lines. A cantilever tripod is a double-arm tripod consisting of a horizontal frame and an inclined bracket; a large bearing part comprises a vertical flange and a horizontal flange, wherein the horizontal flange is provided with two symmetrical bar-shaped bolt holes and is connected with a horizontal embedded part through the bolts holes; two small bearing supports are arranged on two sides of the bottom of the inclined bracket and are welded on an inter-layer beam embedded part, and each small bearing part is provided with two bar-shaped bolt through holes and is connected with the inclined bracket through the bolt through holes; the left end of the horizontal frame is provided with a clamped plate; the lower part of the clamped plate is clamped by and connected with the vertical flange and can slide on the vertical flange, and the upper part of the clamped plate is provided with an adjusting bolt which is in clamped fit with the vertical flange; and the right end of the tripod is connected with a stone decorative line unit component latticed steel frame. With the adoption of the adjustable connecting support, the perpendicularity and surface flatness of super high-rise building stone decorative lines in three facades can be ensured, the hoisting speed can be improved, the occupation of hoisting equipment is reduced, the construction is convenient, and the manufacturing cost is low.
Description
Technical field
The utility model relates to a kind of linkage of building unit, particularly relates to the adjustable connection bearing of a kind of super highrise building curtain wall unit formula stone decoration lines.
Background technology
In recent years, along with to uneven, multi-level, the relief pursuit of building external facade, the stone decoration lines are applied on the curtain wall of outside vertical surface of building more and more.In order to improve industrialization degree and efficiency of construction, the installation of stone decoration lines is that the design concept that accordings to unit glass curtain wall designs.Press the design of unit glass curtain wall, the height of unit block generally equals a story height.The installation of unit glass curtain wall on agent structure connect be lean on adjacent two unit blocks to plug joint with agent structure is connected completion to inserting (button, hang).The erection sequence of curtain wall unit block be each layer laterally successively one connect one to inserting, one deck is installed after installing one deck again in the position of can not leaving a blank, centre.
Modular stone decoration line cell component height also is a story height.Assemble by lattice steelframe and three stone panels.But modular stone decoration lines are interspersed as the building external facade, are on outstanding outside the building portion's facade, and adjacent stone decoration lines are independently of one another between laterally, only have vertical situation about successively lifting from the bottom up during installation.
Stone decoration line cell assembly is accomplished seam through the lattice steelframe socket of another unit block of lattice steelframe bottom lock pin and below to inserting, and the top is connected with agent structure button, extension.Stone decoration line cell assembly is installed than installation unit formula curtain wall difficulty is; When the curtain wall unit block is installed; Only need guarantee the verticality and the planeness of a facade, and stone decoration line cell assembly must guarantee the verticality and the surface finish of three facades of stone material.In the multistoried building material; Stone decoration line cell assembly is the approved product that specialized factory produces; Unit block itself can't be regulated; Therefore how in installation process, guaranteeing the verticality and the surface finish of three facades of stone material, is big technological difficulties of quality control in the construction of superelevation layer stone decoration lines.
The utility model content
The purpose of the utility model is to solve the verticality of three facades of stone decoration lines in the construction of present superelevation layer stone decoration lines and the technical barrier that surface finish is difficult to guarantee, provides a kind ofly simple in structure can three directions in top to bottom, left and right, front and rear carry out free adjustment to guarantee the adjustable bearing that is connected of super highrise building curtain wall unit formula stone decoration lines of three facade verticality and surface finish.
The purpose of the utility model can realize.The realization of the adjustable connection bearing of super highrise building curtain wall unit formula stone decoration lines of the utility model is characterised in that: the adjustable connection bearing of said super highrise building curtain wall unit formula stone decoration lines comprises cantilever tripod, big load-carrying spare and little load spare; Each free two channel-section steel of the level frame of said cantilever tripod and tilted supporter constitute double-arm tripod; Said big load-carrying spare comprises the vertical edge of a wing and horizontal flange; Have two strip bolts hole of symmetry on the horizontal flange of said big load-carrying spare; Said little heavy frame has two; Be symmetricly set on said tilted supporter two bottom sides and be welded on the interlayer beam built-in fitting; Be equipped with two strip bolt holes on said each little load spare, the left end head of said level frame is provided with a clamp, the vertical edge of a wing clamping of said clamp bottom and said big load-carrying spare; Said clamp top is provided with the adjustment bolt; The adjustment bolt on said clamp top is fitted with the top, the vertical edge of a wing of said big load-carrying spare, and said big load-carrying spare is connected with horizontal built-in fitting through strip bolt hole and the set bolt on the horizontal built-in fitting on the horizontal flange, and said tilted supporter bottom is provided with bolt hole; Said tilted supporter is connected with said two little load spares through the strip bolt hole of bottom bolt hole, bolt and two little load spares, said tripod right-hand member and the welding of stone decoration line cell assembly lattice steelframe.
The adjustable connection bearing of the utility model super highrise building curtain wall unit formula stone decoration lines, wherein said horizontal built-in fitting and said interlayer beam built-in fitting all are embedded on the building interlayer beam.
The adjustable connection bearing of the utility model super highrise building curtain wall unit formula stone decoration lines, wherein said clamp has a linear slide track through regulating bolt on the vertical edge of a wing of said big load-carrying spare.
The adjustable connection bearing of the utility model super highrise building curtain wall unit formula stone decoration lines, wherein said big load-carrying spare has a linear slide track through set bolt along the strip bolt hole on horizontal built-in fitting.
The adjustable connection bearing of the utility model super highrise building curtain wall unit formula stone decoration lines, wherein said tilted supporter has a linear slide track through set bolt along the strip bolt hole at said two little load spares.
The adjustable connection bearing of the utility model super highrise building curtain wall unit formula stone decoration lines, wherein said adjusting bolt is provided with two.
The adjustable connection bearing of the utility model super highrise building curtain wall unit formula stone decoration lines difference from prior art is: the adjustable connection bearing of the utility model super highrise building curtain wall unit formula stone decoration lines can guarantee verticality and the surface finish of super highrise building stone decoration lines at three facades; Use the utility model can improve the speed of lifting; Minimizing takies hanging device; And easy construction, cheap.
Be described further below in conjunction with the adjustable connection bearing of super highrise building curtain wall unit formula stone decoration lines of accompanying drawing the utility model.
Description of drawings
Fig. 1 is that the adjustable connection bearing of super highrise building curtain wall unit formula stone decoration lines is installed the deep cutting sketch map.
Fig. 2 is the adjustable connection bearing of a super highrise building curtain wall unit formula stone decoration lines detail drawing.
Fig. 3 is a modular stone decoration lines connected node A-A schematic cross-section among Fig. 2.
The specific embodiment
Like Fig. 1, Fig. 2, shown in Figure 3, the adjustable connection bearing of super highrise building curtain wall unit formula stone decoration lines of the utility model comprises cantilever tripod 2, big load-carrying spare 13 and little load spare 7.Each free two channel-section steel of the level frame of cantilever tripod 2 and tilted supporter constitute double-arm tripod.Big load-carrying spare 13 comprises the vertical edge of a wing and horizontal flange, has the strip bolt hole of two left and right directions symmetries on the horizontal flange of big load-carrying spare 13.Little load spare 7 has two, is symmetricly set on the tilted supporter two bottom sides and is welded on the interlayer beam built-in fitting 9, is equipped with two strip bolt holes on each little load spare 7, and the mutual UNICOM of strip bolt hole of two little load spares 7 also is provided with connecting bolt 8.The left end head of level frame is provided with a clamp 10, the vertical edge of a wing clamping of clamp 10 bottoms and big load-carrying spare 13, and clamp 10 tops are provided with adjustment bolt 11, regulate bolt 11 and are provided with two, are used for adjusting respectively.Adjustment bolt 11 is fitted with the top, the vertical edge of a wing of big load-carrying spare 13.Big load-carrying spare is connected with horizontal built-in fitting 3 through strip bolt hole and the set bolt 14 on the horizontal built-in fitting 3 on the horizontal flange.The tilted supporter bottom is provided with bolt hole, and tilted supporter is connected with two little load spares 7 through the strip bolt hole of bottom bolt hole, bolt 8 and two little load spares 7.The tripod right-hand member promptly is welded as a whole with stone decoration line cell assembly lattice steelframe in factory.
Of Fig. 1, stone decoration line cell assembly stress model can be reduced to vertical simply supported beam.The unit block height equals each story height; Sectional dimension is by building designers' requirement; Stressed supporting frame is L50 * 5 angle steel integral structural steelframes, and horizontal lattice is consistent with the both sides curtain wall, and stone panel and lattice steelframe adopt the post-cut back of the body bolt is cladding and be connected.In each unit block (topmost except one deck) four angle iron frame 1 inboards, top, be welded with four slip lock pins 5.When unit block lifts to design height, its bottom is connected bottom the completion inserting through slip lock pin 5 and lower floor unit block.
Big load-carrying spare has a linear slide track through set bolt 14 along the strip bolt hole on horizontal built-in fitting 3.Vertical flooring outer edge moves horizontally big load-carrying spare 13, can adjust positive facade verticality of unit block and planeness, when verticality and planeness reach designing requirement, pair of bolts 14 is tightened.
Clamp 10 has a linear slide track on the vertical edge of a wing of said big load-carrying spare 13.Parallel flooring outer edge utilizes clamp 10 to horizontally slip at big load-carrying spare 13, can regulate unit block side elevation verticality and planeness.Pair of adjustment bolt 11 is adjusted respectively, can be carried out vertical adjustment, simultaneously unit block side elevation verticality and planeness are finely tuned unit block.Tilted supporter has a linear slide track on the strip bolt hole of two little load spares 7, can carry out the fine setting of tilted supporter fixed point.Adjustment after reaching design and code requirement is tightened a pair of stainless steel bolt 8.
At last; Big load-carrying spare horizontal flange 13 and 3 three weld all arounds of horizontal built-in fitting are fixed; Simultaneously with two channel-section steel firm welding of itself and level frame, and, so far accomplish the installation of one deck stone material 4 moulding unit blocks with two channel-section steels of bearing diagonal and little load spare 7 firm welding.So can accomplish the installation of the stone decoration lines of more than 100 meter height repeatedly.
Above-described embodiment describes the preferred implementation of the utility model; Be not that scope to the utility model limits; Under the prerequisite that does not break away from the utility model design spirit; Various distortion and improvement that those of ordinary skills make the technical scheme of the utility model all should fall in the definite protection domain of the utility model claims.
Claims (6)
1. adjustable connection bearing of super highrise building curtain wall unit formula stone decoration lines; It is characterized in that: the adjustable connection bearing of said super highrise building curtain wall unit formula stone decoration lines comprises cantilever tripod (2), big load-carrying spare (13) and little load spare (7); Each free two channel-section steel of the level frame of said cantilever tripod (2) and tilted supporter constitute double-arm tripod; Said big load-carrying spare (13) is by comprising the vertical edge of a wing and horizontal flange; Have two strip bolts hole of symmetry on the horizontal flange of said big load-carrying spare (13); Said little load spare (7) has two; Be symmetricly set on said tilted supporter two bottom sides and be welded on the interlayer beam built-in fitting (9); Be equipped with two strip bolt holes on said each little load spare, the left end head of said level frame is provided with a clamp (10), the vertical edge of a wing clamping of said clamp (10) bottom and said big load-carrying spare (13); Said clamp (10) top is provided with adjustment bolt (11); The adjustment bolt (11) on said clamp (10) top is fitted with the top, the vertical edge of a wing of said big load-carrying spare (13), and said big load-carrying spare (13) is connected with horizontal built-in fitting (3) through strip bolt hole and the set bolt (14) on the horizontal built-in fitting (3) on the horizontal flange, and said tilted supporter bottom is provided with bolt hole; Said tilted supporter is connected with said two little load spares (7) through the strip bolt hole of bottom bolt hole, bolt (8) and two little load spares (7), said tripod right-hand member and the welding of stone decoration line cell assembly lattice steelframe.
2. the adjustable connection bearing of super highrise building curtain wall unit formula stone decoration lines according to claim 1 is characterized in that: said horizontal built-in fitting (3) all is embedded on the building interlayer beam (6) with said interlayer beam built-in fitting (9).
3. the adjustable connection bearing of super highrise building curtain wall unit formula stone decoration lines according to claim 1 and 2 is characterized in that: said clamp (10) has a linear slide track through regulating bolt (11) on the vertical edge of a wing of said big load-carrying spare (13).
4. the adjustable connection bearing of super highrise building curtain wall unit formula stone decoration lines according to claim 1 and 2, it is characterized in that: said big load-carrying spare has a linear slide track through set bolt (14) along the strip bolt hole on horizontal built-in fitting (3).
5. the adjustable connection bearing of super highrise building curtain wall unit formula stone decoration lines according to claim 1 and 2 is characterized in that: said tilted supporter is gone up at said two little load spares (7) has a linear slide track through set bolt (8) along the strip bolt hole.
6. the adjustable connection bearing of super highrise building curtain wall unit formula stone decoration lines according to claim 1 and 2, it is characterized in that: said adjusting bolt (11) is provided with two.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 201120532355 CN202430827U (en) | 2011-12-19 | 2011-12-19 | Adjustable connecting support for super high-rise building curtain wall unit type stone decorative lines |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 201120532355 CN202430827U (en) | 2011-12-19 | 2011-12-19 | Adjustable connecting support for super high-rise building curtain wall unit type stone decorative lines |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN202430827U true CN202430827U (en) | 2012-09-12 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN 201120532355 Expired - Fee Related CN202430827U (en) | 2011-12-19 | 2011-12-19 | Adjustable connecting support for super high-rise building curtain wall unit type stone decorative lines |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN202430827U (en) |
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103437512A (en) * | 2012-12-28 | 2013-12-11 | 江河创建集团股份有限公司 | Building sunshade tie rod supporting system |
| CN103485454A (en) * | 2012-09-28 | 2014-01-01 | 沈阳远大铝业工程有限公司 | Installation structure capable of realizing installation of unit curtain walls from any floor |
| CN105350696A (en) * | 2015-11-26 | 2016-02-24 | 苏州金螳螂幕墙有限公司 | Flanged glass curtain wall |
| CN106013694A (en) * | 2016-07-13 | 2016-10-12 | 苏州美瑞德建筑装饰有限公司 | Adjustable stone material dry suspending mounting structure |
-
2011
- 2011-12-19 CN CN 201120532355 patent/CN202430827U/en not_active Expired - Fee Related
Cited By (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103485454A (en) * | 2012-09-28 | 2014-01-01 | 沈阳远大铝业工程有限公司 | Installation structure capable of realizing installation of unit curtain walls from any floor |
| CN103485454B (en) * | 2012-09-28 | 2015-12-30 | 沈阳远大铝业工程有限公司 | The mounting structure of the raised dress of cell curtain wall random layer |
| CN103437512A (en) * | 2012-12-28 | 2013-12-11 | 江河创建集团股份有限公司 | Building sunshade tie rod supporting system |
| CN103437512B (en) * | 2012-12-28 | 2016-08-24 | 江河创建集团股份有限公司 | Building sunshade tie rod supporting system |
| CN105350696A (en) * | 2015-11-26 | 2016-02-24 | 苏州金螳螂幕墙有限公司 | Flanged glass curtain wall |
| CN106013694A (en) * | 2016-07-13 | 2016-10-12 | 苏州美瑞德建筑装饰有限公司 | Adjustable stone material dry suspending mounting structure |
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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 |
Granted publication date: 20120912 Termination date: 20141219 |
|
| EXPY | Termination of patent right or utility model |