CN214329840U - Rail-traveling single-double-layer hanging basket cantilever steel beam - Google Patents
Rail-traveling single-double-layer hanging basket cantilever steel beam Download PDFInfo
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- CN214329840U CN214329840U CN202023310591.2U CN202023310591U CN214329840U CN 214329840 U CN214329840 U CN 214329840U CN 202023310591 U CN202023310591 U CN 202023310591U CN 214329840 U CN214329840 U CN 214329840U
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Abstract
The utility model discloses a girder steel is encorbelmented to rail-engaging formula single or double-deck hanging flower basket, including girder steel fixed connection spare, the girder steel of encorbelmenting, girder steel fixed connection spare links to each other with concrete slab or wall body or guide rail, girder steel fixed connection spare includes the steel sheet hoop of U type, the opening part of steel sheet hoop is provided with girder steel fixed connection board, be provided with between the outer edge of girder steel fixed connection board and the outer wall of steel sheet hoop and strengthen the armpit, the outer edge of girder steel fixed connection board is provided with the fixing bolt hole that links to each other with concrete slab or wall body, be provided with the anticreep bolt hole that corresponds with the girder steel of encorbelmenting on the steel sheet hoop, the stiff end of encorbelmenting the girder steel all is provided with a plurality of and anticreep bolt hole complex mounting hole with encorbelmenting the end. The utility model discloses can be according to the overall dimension of building and the requirement of encorbelmenting, adjust the fixed position of girder steel of encorbelmenting, can adjust the interval between guide rail and the building conveniently according to the construction needs moreover.
Description
Technical Field
The utility model relates to a technical field of cantilever beam especially indicates a girder steel is encorbelmented to rail-engaging type single double-deck hanging flower basket.
Background
Along with the continuous deepening of the rapid construction concept, the construction engineering is rapidly alternated, and the rapid construction is presented on most projects. Particularly, for some super high-rise buildings, the insertion of the outer facade curtain wall is constructed by adopting a sectional insertion method. At present, the traditional hanging basket is mostly used for matching construction of the outer vertical face, the traditional hanging basket is composed of accessories such as a cantilever support, a balance weight, a basket body, a motor and a steel wire rope, the position is fixed, the coverage width is fixed, only the outer vertical face in the range of the basket body can be covered in the construction process, and when the adjacent part is constructed, another hanging basket needs to be added for matching. When the two hanging baskets are matched, not only is the construction cost increased, but also the joint part between the two working surfaces is often the weak point of the construction quality due to the safe space between the basket bodies; and traditional hanging flower basket is when the construction, and required building material of facade, structure accessory all need follow corresponding floor in release to constructor uses on the hanging flower basket of being convenient for, to the great building material of weight, constructs the accessory, and the safety risk such as fall, the hanging flower basket topples is very big. In super high-rise building, the use of unit curtain, piece together formula curtain is very general scattered, because monolithic/root curtain material height is mostly a floor height, traditional hanging flower basket can only fix one end earlier when the construction, fixes the other end again, makes a round trip to adjust, takes a lot of work and time, and the precision often is not fully satisfactory, causes the error of large tracts of land to exceed standard or even rework.
Through the retrieval, the utility model patent of current grant bulletin date 2019.01.22, grant bulletin number CN208413709U discloses a unit type glass curtain wall dicyclo track hoist and mount system, and it includes hoist engine, cable wire guide rail, cantilever beam, sets up two ring rails and the electric hoist of can walking on the cantilever beam. However, the traditional mounting mode of the cantilever beam has the following problems: the cantilever steel beam is connected with the concrete slab by adopting the pre-buried U-shaped compression ring for fixing, the precision requirement on the pre-buried compression ring is high, the compression ring is often deviated due to the influence of construction, and the repair is difficult after the forming; larger gaps are formed between the two sides of the compression ring and the steel beam, and the steel beam cannot be guaranteed not to horizontally displace; the traditional cantilever steel beam and guide rail connection is in bolting and welding, and the welding is not suitable for mounting and dismounting the cantilever steel beam and the guide rail and can not repeatedly utilize the cantilever steel beam and the guide rail; the bolt connection position is fixed, and the adjustment of the inlet and outlet of the guide rail can not be carried out according to the external dimension of the building.
Disclosure of Invention
Not enough to among the above-mentioned background art, the utility model provides a girder steel is encorbelmented to rail-mounted single double-deck hanging flower basket has solved and has adopted the installation of current hanging flower basket cantilever beam and demolish inconvenient and can not adjust the technical problem of track position according to the construction needs.
The technical scheme of the utility model is realized like this: a rail walking type single-double layer hanging basket cantilever steel beam comprises a plurality of cantilever steel beams connected with a concrete slab or a wall body through steel beam fixing connecting pieces, wherein the longitudinal fixed end and the longitudinal cantilever end of each cantilever steel beam are respectively provided with at least two steel beam fixing connecting pieces at intervals, the steel beam fixing connecting piece connected with the longitudinal fixed end of each cantilever steel beam is connected with the concrete slab or the wall body, a guide rail is connected below the corresponding steel beam fixing connecting piece between the longitudinal cantilever ends of each cantilever steel beam, each steel beam fixing connecting piece comprises a U-shaped steel plate hoop, a steel beam fixing connecting plate is arranged at the opening of each steel plate hoop, a reinforcing armpit is arranged between the outer edge part of each steel beam fixing connecting plate and the outer wall of each steel plate hoop, a fixing bolt hole connected with the concrete slab or the wall body is arranged at the outer edge part of each steel beam fixing connecting plate, and an annular body formed by the steel plate hoops and the steel beam fixing connecting plates are sleeved on the periphery of the cantilever steel beams, the steel plate hoops are provided with anti-drop bolt holes corresponding to the cantilever steel beams, and the fixed ends of the cantilever steel beams and the cantilever ends are provided with a plurality of mounting holes matched with the anti-drop bolt holes.
The girder steel of encorbelmenting includes H shaped steel roof beam, all is provided with U type reinforcing welded plate between the edge of a wing of the both sides of H shaped steel roof beam, and two lateral walls of U type reinforcing welded plate weld between two edges of a wing of the unilateral of H shaped steel roof beam, and the diapire of U type reinforcing welded plate welds on the web of H shaped steel roof beam.
The height of the U-shaped reinforced welding plate is equal to the width of a flange on one side of the H-shaped steel beam.
The width of the height of the U-shaped reinforced welding plate is equal to the distance between the adjacent mounting holes.
The welding position of the U-shaped reinforced welding plate is an intersection area of the H-shaped steel beam and the concrete slab or the wall body.
All be provided with between the edge of a wing of the both sides of H shaped steel roof beam and increase steady welded plate, increase steady welded plate welding between two edges of a wing of H shaped steel roof beam and be perpendicular with the web of H shaped steel roof beam.
The width of the stability-increasing welding plate is equal to the width of the flange on one side of the H-shaped steel beam.
The welding position of the stability-enhancing welding plate is the front end of an intersection area of the H-shaped steel beam and the concrete slab or the wall body.
The mounting hole includes the girder steel anticreep bolt hole of encorbelmenting of the stiff end of girder steel, the end of encorbelmenting sets up guide rail position fixing bolt hole, and girder steel anticreep bolt hole and guide rail position fixing bolt hole of encorbelmenting all are provided with a plurality of and along encorbelmenting girder steel longitudinal extension, and girder steel anticreep bolt hole of encorbelmenting links to each other with concrete slab or wall connection's girder steel fixed connection spare, and guide rail position fixing bolt hole links to each other with the girder steel fixed connection spare that the guide rail is connected.
The utility model provides a girder steel of encorbelmenting can use with girder steel fixed connection spare and guide rail cooperation, can make the fixed of guide rail walking list/double-deck hanging flower basket adaptation all operating modes and connect, and construction convenience, and it is simple to dismantle safe and reliable. The utility model discloses can be according to the overall dimension of building and the requirement of encorbelmenting, adjust the fixed position of girder steel of encorbelmenting, can adjust the interval between guide rail and the building conveniently according to the construction needs moreover.
Drawings
In order to illustrate the embodiments of the present invention more clearly, the drawings that are needed in the description of the embodiments will be briefly described below, and it is obvious that the drawings in the description below are only some embodiments of the present invention, and that other drawings can be obtained by those skilled in the art without inventive work.
FIG. 1 is a schematic structural view of a cantilever steel beam of the present invention;
FIG. 2 is a schematic structural view of the steel beam fixing and connecting member of the present invention;
FIG. 3 is a schematic view of the cantilever steel beam connected to the building and the guide rail through the steel beam fixing connector;
in the figure: 1-steel beam fixing connector, 101-steel beam fixing connecting plate, 102-steel plate hoop, 103-reinforcing axillary plate, 104-fixing bolt hole, 105-anti-falling bolt hole;
2-cantilever steel beam, 201-H-shaped steel beam, 202-U-shaped reinforced welding plate, 203-stability-enhancing welding plate, 204-cantilever steel beam fixing bolt hole, and 205-guide rail position fixing bolt hole;
3-guide rail.
Detailed Description
The technical solutions in the embodiments of the present invention will be described clearly and completely with reference to the accompanying drawings in the embodiments of the present invention, and it is obvious that the described embodiments are only some embodiments of the present invention, not all embodiments. Based on the embodiments in the present invention, all other embodiments obtained by a person skilled in the art without any creative effort belong to the protection scope of the present invention.
The utility model provides a girder steel that encorbelments of rail-mounted formula single double-deck hanging flower basket, as shown in figure 3, includes the girder steel 2 of encorbelmenting that links to each other with concrete slab or wall body through girder steel fixed connection 1, and the vertical stiff end of girder steel 2 of encorbelmenting and the end of vertically encorbelmenting are all provided with two at least girder steel fixed connection 1 at the interval. The steel beam fixed connecting piece 1 connected with the longitudinal fixed end of each cantilever steel beam 2 is connected with a concrete slab or a wall body, and a guide rail 3 is connected below the steel beam fixed connecting piece 1 corresponding to the longitudinal cantilever ends of each cantilever steel beam 2
As shown in fig. 2, the steel beam fixing connector 1 includes a U-shaped steel plate hoop 102, a steel beam fixing connection plate 101 is disposed at an opening of the steel plate hoop 102, and a reinforcing armpit 103 is disposed between an outer edge of the steel beam fixing connection plate 101 and an outer wall of the steel plate hoop 102. The outer edge of the steel beam fixing connecting plate 101 is provided with a fixing bolt hole 104 connected with a concrete slab or a wall body, an annular body formed by a steel plate hoop 102 and the steel beam fixing connecting plate 101 is sleeved on the periphery of the cantilever steel beam 2, an anti-falling bolt hole 105 corresponding to the cantilever steel beam 2 is arranged on the steel plate hoop 102, and the fixed end and the cantilever end of the cantilever steel beam 2 are provided with a plurality of mounting holes matched with the anti-falling bolt hole 105.
The two sides of the steel plate hoop 102 are equidistantly and vertically welded on the fixed bottom plate 101, and the reinforcing armpit 103 is symmetrically distributed on the two sides of the steel plate hoop 102, is close to the fixed bolt hole 104 on the fixed bottom plate 101 and is vertically welded with the fixed bottom plate 101 and the steel plate hoop 102; the fixing bolt holes 104 are symmetrically distributed on the fixing bottom plate 101 along the x and y axes and are arranged on the outer side of the steel plate hoop; the anti-falling bolt holes 105 are horizontally concentrically distributed on two sides of the steel plate hoop 102 and are positioned in the center of a vertical plate of the steel plate hoop 102.
As shown in fig. 1, the cantilever steel beam 2 includes an H-shaped steel beam 201, U-shaped reinforcing welding plates 202 are disposed between flanges on two sides of the H-shaped steel beam 201, two side walls of the U-shaped reinforcing welding plates 202 are welded between two flanges on one side of the H-shaped steel beam 201, and a bottom wall of the U-shaped reinforcing welding plates 202 is welded on a web of the H-shaped steel beam 201.
The height of the U-shaped reinforced welding plate 202 is equal to the width of the flange on one side of the H-shaped steel beam 201. The width of the height of the U-shaped reinforced welding plate 202 is equal to the distance between adjacent mounting holes. The welding position of the U-shaped reinforced welding plate 202 is the intersection area of the H-shaped steel beam 201 and a concrete slab or a wall body.
All be provided with between the flange of H shaped steel roof beam 201's both sides and increase steady welding plate 203, increase steady welding plate 203 and weld between two flanges of H shaped steel roof beam 201 and be perpendicular with the web of H shaped steel roof beam 201. The width of the stability-increasing welding plate 203 is equal to the width of the flange on one side of the H-shaped steel beam 201. The welding position of the stability-enhancing welding plate 203 is the front end of the intersection area of the H-shaped steel beam 201 and the concrete slab or the wall body.
The mounting hole includes girder steel fixing bolt hole 204, the end of encorbelmenting of girder steel 2's stiff end sets up guide rail position fixing bolt hole 205, and girder steel fixing bolt hole 204 and guide rail position fixing bolt hole 205 of encorbelmenting all are provided with a plurality of and along 2 longitudinal extension of girder steel of encorbelmenting. The cantilever steel beam fixing bolt holes 204 are connected with steel beam fixing connecting pieces 1 connected with concrete slabs or walls, and the guide rail position fixing bolt holes 205 are connected with the steel beam fixing connecting pieces 1 connected with guide rails 3.
The present invention is not exhaustive and is well known to those skilled in the art.
The above description is only a preferred embodiment of the present invention, and should not be taken as limiting the invention, and any modifications, equivalent replacements, improvements, etc. made within the spirit and principle of the present invention should be included in the protection scope of the present invention.
Claims (9)
1. The utility model provides a girder steel that encorbelments of rail-mounted single double-deck hanging flower basket which characterized in that: the cantilever steel beam fixing and connecting device comprises a plurality of cantilever steel beams (2) connected with a concrete slab or a wall body through steel beam fixing and connecting pieces (1), wherein at least two steel beam fixing and connecting pieces (1) are arranged at intervals at the longitudinal fixed end and the longitudinal cantilever end of each cantilever steel beam (2), the steel beam fixing and connecting pieces (1) connected with the longitudinal fixed end of each cantilever steel beam (2) are connected with the concrete slab or the wall body, a guide rail (3) is connected below the corresponding steel beam fixing and connecting piece (1) between the longitudinal cantilever ends of each cantilever steel beam (2), each steel beam fixing and connecting piece (1) comprises a U-shaped steel plate hoop (102), a steel beam fixing and connecting plate (101) is arranged at an opening of each steel plate hoop (102), a reinforcing armpit (103) is arranged between the outer edge part of each steel beam fixing and connecting plate (101) and the outer wall of each steel plate hoop (102), a fixing and bolt hole (104) connected with the concrete slab or the wall body is arranged at the outer edge part of each steel beam fixing and connecting plate (101), the steel plate hoop (102) is sleeved on the periphery of the cantilever steel beam (2) through an annular body formed by the steel beam fixing connecting plate (101), anti-falling bolt holes (105) corresponding to the cantilever steel beam (2) are formed in the steel plate hoop (102), and a plurality of mounting holes matched with the anti-falling bolt holes (105) are formed in the fixed end and the cantilever end of the cantilever steel beam (2).
2. The rail-walking single-double layer hanging basket cantilever steel beam according to claim 1, characterized in that: girder steel (2) of encorbelmenting all is provided with U type reinforcing welded plate (202) between the edge of a wing of the both sides of H shaped steel roof beam (201) including H shaped steel roof beam (201), and two lateral walls of U type reinforcing welded plate (202) weld between two edges of a wing of the unilateral of H shaped steel roof beam (201), and the diapire of U type reinforcing welded plate (202) welds on the web of H shaped steel roof beam (201).
3. The rail-walking single-double layer hanging basket cantilever steel beam according to claim 2, characterized in that: the height of the U-shaped reinforced welding plate (202) is equal to the width of a flange on one side of the H-shaped steel beam (201).
4. The rail-walking single-double layer hanging basket cantilever steel beam according to claim 3, characterized in that: the width of the height of the U-shaped reinforced welding plate (202) is equal to the distance between the adjacent mounting holes.
5. The rail-walking single-double layer hanging basket cantilever steel beam according to any one of claims 2 to 4, wherein: the welding position of the U-shaped reinforced welding plate (202) is an intersection area of the H-shaped steel beam (201) and a concrete slab or a wall body.
6. The rail-walking single-double layer hanging basket cantilever steel beam according to claim 5, characterized in that: all be provided with between the flange of the both sides of H shaped steel roof beam (201) and increase steady welding plate (203), increase steady welding plate (203) and weld between two flanges of H shaped steel roof beam (201) and be perpendicular with the web of H shaped steel roof beam (201).
7. The rail-walking single-double layer hanging basket cantilever steel beam according to claim 6, characterized in that: the width of the stability-increasing welding plate (203) is equal to the width of a flange on one side of the H-shaped steel beam (201).
8. The rail-walking single-double layer hanging basket cantilever steel beam according to claim 6 or 7, characterized in that: the welding position of the stability-enhancing welding plate (203) is the front end of the intersection area of the H-shaped steel beam (201) and the concrete slab or the wall body.
9. The rail-walking single-double layer hanging basket cantilever steel beam according to claim 8, characterized in that: the mounting hole includes girder steel fixing bolt hole (204) of encorbelmenting the stiff end of girder steel (2), the end of encorbelmenting sets up guide rail position fixing bolt hole (205), girder steel fixing bolt hole (204) and guide rail position fixing bolt hole (205) of encorbelmenting all are provided with a plurality of and along encorbelmenting girder steel (2) longitudinal extension, girder steel fixing bolt hole (204) of encorbelmenting links to each other with concrete slab or wall connection's girder steel fixed connection spare (1), guide rail position fixing bolt hole (205) link to each other with girder steel fixed connection spare (1) that guide rail (3) are connected.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202023310591.2U CN214329840U (en) | 2020-12-31 | 2020-12-31 | Rail-traveling single-double-layer hanging basket cantilever steel beam |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202023310591.2U CN214329840U (en) | 2020-12-31 | 2020-12-31 | Rail-traveling single-double-layer hanging basket cantilever steel beam |
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| Publication Number | Publication Date |
|---|---|
| CN214329840U true CN214329840U (en) | 2021-10-01 |
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202023310591.2U Active CN214329840U (en) | 2020-12-31 | 2020-12-31 | Rail-traveling single-double-layer hanging basket cantilever steel beam |
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| CN (1) | CN214329840U (en) |
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