CN111622342A - Combined steel gallery roof - Google Patents
Combined steel gallery roof Download PDFInfo
- Publication number
- CN111622342A CN111622342A CN202010437471.4A CN202010437471A CN111622342A CN 111622342 A CN111622342 A CN 111622342A CN 202010437471 A CN202010437471 A CN 202010437471A CN 111622342 A CN111622342 A CN 111622342A
- Authority
- CN
- China
- Prior art keywords
- plate
- gallery
- sky
- street
- gallery bridge
- Prior art date
- 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.)
- Granted
Links
Images
Classifications
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/0046—Loggias
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/18—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
- E04B1/24—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of metal
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/18—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
- E04B1/24—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of metal
- E04B1/2403—Connection details of the elongated load-supporting parts
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04F—FINISHING WORK ON BUILDINGS, e.g. STAIRS, FLOORS
- E04F11/00—Stairways, ramps, or like structures; Balustrades; Handrails
- E04F11/18—Balustrades; Handrails
- E04F11/181—Balustrades
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B2001/0053—Buildings characterised by their shape or layout grid
- E04B2001/0084—Buildings with non right-angled horizontal layout grid, e.g. triangular or hexagonal
- E04B2001/0092—Small buildings with hexagonal or similar horizontal cross-section
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Physics & Mathematics (AREA)
- Electromagnetism (AREA)
- Bridges Or Land Bridges (AREA)
Abstract
The invention relates to a combined type sky-street steel gallery top which comprises a gallery bridge support arranged at an sky street and a plurality of cover plates coated on the upper part of the gallery bridge support, wherein the gallery bridge support is in a regular hexagon shape along the section outline vertical to the length direction of a gallery bridge, the cover plates are respectively and fixedly connected to three side parts of the upper part of the regular hexagon of the gallery bridge support, a plurality of drainage plates are respectively arranged on two sides of the gallery bridge support along the length direction of the gallery bridge, the drainage plates are integrally formed on the edges of the cover plates, a plurality of rhombic overlooking bulges are formed on the edges of the drainage plates, which are deviated from the gallery bridge support, a channel for rainwater to pass through is formed between the adjacent bulges, the width of the middle part of the channel is smaller than that of the channel, a plurality of guide plates in an arc plate-shaped structure are arranged below the drainage plates, and the guide plates are transparent plates and are central. The invention can effectively reduce the rainwater entering the gallery bridge under the condition of keeping relatively better strength.
Description
Technical Field
The invention relates to the technical field of gallery bridge structures, in particular to a combined type sky street steel gallery top.
Background
At present, it is great at people's flow such as the luxurious commercial block in city, park scenic spot, the majority can be built corridor bridge connecting channel and play the effect such as traffic, beautify the environment, for the convenience of doing the UNICOM between the floor of closing on simultaneously, often also can erect corridor bridge between the floor of closing on to in order to make to do the UNICOM between the floor of closing on. However, the existing gallery bridge is only limited to the function of relieving traffic, has single function, cannot be effectively utilized when sunlight irradiates the gallery bridge in the daytime, and causes energy waste
The chinese patent with publication number CN205276117U in the prior art discloses a solar corridor bridge, which has the technical key points that: the solar energy photovoltaic bridge comprises a bridge body, steps, bridge piers, solar cell assemblies and a grid-connected inverter, wherein a supporting framework is arranged on the bridge body, the steps are arranged at two ends of the bridge body, the supporting framework comprises a top surface and two side surfaces, the top surface and the two side surfaces are provided with the plurality of solar cell assemblies, each solar cell assembly on the two side surfaces rotates around the supporting framework through a single fulcrum assembly, the solar cell assemblies receive solar radiation to generate electricity, the solar cell assemblies are connected with one end of the grid-connected inverter, the other end of the grid-connected inverter is connected with a power grid, and direct current generated by the solar cell assemblies is fed into the power grid after passing through the grid.
The above prior art solutions have the following drawbacks: above-mentioned technical scheme is when using, sky street gallery bridge erects to be enclosed construction, and the outer wall at sky street gallery bridge sets up solar cell panel, but when in actual use, especially in the great region of stream of people, when stream of people concentrates on sky street gallery bridge in, can make the personnel that pass through concentrate on airtight space in, the whole sense of leading to through personnel is comparatively depressed relatively, it is relatively not good to lead to the result of use, if establish open structure in corridor bridge length direction's both sides, can make the experience of passing through personnel better relatively, but in the higher area of precipitation, especially during stormy weather, the outside rainwater of corridor bridge can make and enters into the corridor bridge under the effect of air current easily, and produce relatively great pressure to the corridor bridge is whole, also can produce certain influence to the structure of corridor bridge, lead to the result of use effect not good relatively.
Disclosure of Invention
In view of the shortcomings of the prior art, one of the objectives of the present invention is to provide a combined sky-street steel gallery top which can effectively reduce the rainwater entering into the gallery bridge while maintaining relatively good strength.
The above object of the present invention is achieved by the following technical solutions:
the utility model provides a modular sky street steel gallery top, is including setting up in the apron on gallery bridge support upper portion of gallery bridge support and a plurality of cladding in the sky street, gallery bridge support is regular hexagon, a plurality of along perpendicular to gallery bridge length direction's cross-sectional profile three lateral part on gallery bridge support regular hexagon upper portion fixed connection respectively, gallery bridge support is provided with a plurality of drain bars respectively along gallery bridge length direction's both sides, drain bar integrated into one piece is in the border of apron, the border shaping that the drain bar deviates from gallery bridge support has a plurality of archs of looking down and being the rhombus arch, and is adjacent be formed with the middle part width that supplies channel and passageway that the rainwater passes through between the arch and be less than its opening, the below of drain bar is provided with a plurality of guide plates that are arc plate column structure, the guide plate is the central opening that transparent plate and its arcuation gallery bridge support deviate from.
By adopting the technical scheme, the gallery bridge support is of a regular hexagon frame structure, so that the overall strength of the gallery bridge support is relatively better, and meanwhile, airflow can be divided to a certain extent, so that the airflow is divided by the cover plate and the gallery bridge support and guided to the upper part and the lower part during stormy weather, and rainwater entering the sky street during stormy weather is reduced; meanwhile, rainwater on the cover plate is discharged through the channels, and after the rainwater passes through the middle narrow part of the channel, the rainwater can release pressure, so that the flow speed can be reduced when the rainwater flows through, and the rainwater is relatively uniformly dispersed, so that a relatively uniform rainwater curtain wall can be formed when the rainwater is discharged through a plurality of channels, and a certain blocking effect is performed on the rainwater on the outer side of the guide plate; meanwhile, during storm, airflow flows back under the guidance of the guide plate and generates a certain vortex to influence the flowing direction of the airflow below the guide plate, so that the probability that rainwater on the lower portion of the guide plate enters the sky street is reduced, the rainwater on the lower portion of the guide plate enters the sky street is reduced, meanwhile, the guide plate can also play a role in blocking the rainwater, the gallery bridge support is of a regular hexagon structure, the pedestrian passage is located in the middle of the gallery bridge, the probability that the rainwater enters the gallery bridge in the sky street and influences the passing of personnel is further reduced, the guide plate is a transparent plate, the lighting in the gallery bridge in the sky street cannot be influenced, and the using effect is relatively good.
The present invention in a preferred example may be further configured to: the guide plate is characterized in that the protrusions are formed by upwards sinking the drainage plate, the upper edge of the guide plate is downwards turned to form a first connecting flange, the first connecting flange is upwards sunk to form a connecting protrusion matched with the inner cavity of the lower portion of the protrusions, the connecting protrusion is clamped in the inner cavity of the lower portion of the protrusions, and the connecting protrusion is fixedly connected to the protrusions through bolts.
Through adopting above-mentioned technical scheme, can make the guide plate can dismantle to be connected in the drain bar, can effectually reduce the influence to the drain bar drainage simultaneously for the connecting portion of guide plate are located it and deviate from gallery bridge support center one side, can effectually make the rainwater to permeate through the bolt clearance and can discharge through the guide plate, in order to optimize the result of use.
The present invention in a preferred example may be further configured to: the lower edge of the guide plate is positioned on one side of the drainage plate, which faces the center of the bridge support, and the lower edge of the guide plate is upwards sunken to enable the lower edge of the guide plate to be in a corrugated profile.
By adopting the technical scheme, the rainwater blocked by the guide plate can be relatively uniformly dispersed when being discharged, so that the rainwater forms uniformly distributed cluster water flow when being discharged from the guide plate, the flow speed of airflow at the lower part of the guide plate can be reduced, and the rainwater entering the inside of the sky street gallery bridge is reduced.
The present invention in a preferred example may be further configured to: the gallery bridge support comprises a plurality of frames arranged along the length of a sky street and a plurality of connecting pipes which are parallel to each other, each frame comprises five first supporting pipes, the five first supporting pipes and the sky street ground form a regular hexagonal frame structure, the two first supporting pipes at the lowest part in each frame are fixedly connected to the sky street ground, each connecting pipe is perpendicular to the first supporting pipes, each connecting pipe is provided with a plurality of first connecting pieces used for connecting the first connecting pieces to the corners of the upper parts of regular hexagons of the frames, the middle parts of the frames are connected with second supporting pipes for connecting opposite angles of the frames, the second supporting pipes are horizontally arranged, the middle parts of the second supporting pipes are provided with second connecting pieces, the second connecting pieces are connected with third supporting pipes, one ends of the two third supporting pipes, far away from the second connecting pieces, are respectively connected to the first connecting, the upright post is fixedly connected to the ground of the sky street.
By adopting the technical scheme, the five first supporting pipes form the regular hexagon frame through the plurality of first connecting pieces, then the strength of the upper part of the frame is enhanced through the second supporting pipe and the third supporting pipe connected to the second supporting pipe through the second connecting piece, so that the strength in use is optimized, the pressure of wind and rain borne by the guide plate and the cover plate is better born, and then the cover plate is coated on the three side parts of the upper part of the regular hexagon frame and used for blocking rain, so that the effect in use is better.
The present invention in a preferred example may be further configured to: the connecting piece one is located the fixed pipe of connecting pipe, is encircleed the flange two that fixed pipe set up and a plurality of connecting plate that encircle flange two and set up including the cover, encircles flange two has seted up a plurality of connecting holes, the connecting plate is in U form and flange two's border card locates in the U form opening of connecting plate, the connecting plate rotates through round pin axle or bolt and connects in the connecting hole, the one end flange joint that the connecting plate deviates from flange two is in the tip of stay tube two or the tip of stay tube one.
Through adopting above-mentioned technical scheme, so that when using, stay tube one or two flange joint of stay tube are in the connecting plate, the connecting plate rotates through round pin axle or bolt and connects in the connecting hole, connect flange two through fixed union coupling in the connecting pipe, so that stay tube one, be between stay tube two and the connecting pipe and dismantle the connection, the connecting plate is U form and its two curb plates that parallel connect in flange two simultaneously, joint strength between can effectual increase connecting plate and the flange two, in order to increase joint strength, can when the installation, the angle change of adaptability is done according to actual installation condition, the relative preferred of adaptability of installation.
The present invention in a preferred example may be further configured to: and a plurality of reinforcing ribs are arranged around the second connecting flange and fixedly connected to the second connecting flange and the fixed pipe.
Through adopting above-mentioned technical scheme, can further strengthen the ability that flange two born the load.
The present invention in a preferred example may be further configured to: the stand is tubular structure, the one end fixedly connected with reinforced pipe that the connecting plate deviates from flange two, the reinforced pipe can insert and establish in stay tube one, stay tube two or stand.
By adopting the technical scheme, when the supporting tube I, the supporting tube II or the upright post has a bending tendency relative to the connecting plate due to load bearing, the reinforcing tube can support and further limit the supporting tube I, the supporting tube II or the upright post so as to further strengthen the connection strength and the connection stability between the supporting tube I, the supporting tube II or the upright post and the connecting piece I and optimize the using effect.
The present invention in a preferred example may be further configured to: the connecting piece two is including the grip block two that is the U form and two articulate respectively in the grip block two on the U form opening border of grip block one, the U form bottom of grip block one is tubular structure and stay tube two inserts the tubular structure of locating grip block one, two curb plates that are parallel to each other of grip block one are by the centre gripping between two curb plates of grip block two, the one end flange joint in stay tube three that grip block one was kept away from to grip block two.
Through adopting above-mentioned technical scheme, connecting piece two makes three demountable connections in stay tube two of stay tube, so that the installation with dismantle, simultaneously when using, two curb plates that are parallel to each other of grip block one are by the centre gripping between two curb plates of grip block two and both rotate through round pin axle or bolt and connect, can effectively strengthen the joint strength between grip block one and the grip block two, and can make when bearing load, the small angle change of adaptability can be done to stay tube three, when reducing because of wind-force leads to load increase, the stress concentration that produces in connecting piece two places is to the influence of bulk joint intensity.
The present invention in a preferred example may be further configured to: and a guardrail is arranged between the adjacent frames, and two ends of the guardrail are respectively connected with the first supporting tube at the lower part of the adjacent frame.
Through adopting above-mentioned technical scheme, the guardrail can be to doing through personnel and blockking, still can be used to place rest bench etc. and optimize and use experience.
In summary, the invention includes at least one of the following beneficial technical effects:
1. the gallery bridge support is of a regular hexagon frame structure, so that the overall strength of the gallery bridge support is relatively good, and meanwhile, airflow can be divided to a certain extent, so that the airflow is divided by the cover plate and the gallery bridge support and guided to the upper part and the lower part during stormy weather, and rainwater entering the sky street during stormy weather is reduced; meanwhile, rainwater on the cover plate is discharged through the channels, and after the rainwater passes through the middle narrow part of the channel, the rainwater can release pressure, so that the flow speed can be reduced when the rainwater flows through, and the rainwater is relatively uniformly dispersed, so that a relatively uniform rainwater curtain wall can be formed when the rainwater is discharged through a plurality of channels, and a certain blocking effect is performed on the rainwater on the outer side of the guide plate; meanwhile, during storm, airflow flows back under the guidance of the guide plate and generates a certain vortex to influence the flowing direction of the airflow below the guide plate, so that the probability that rainwater at the lower part of the guide plate enters the sky street is reduced, the rainwater at the lower part of the guide plate enters the sky street is reduced, meanwhile, the guide plate can also play a role in blocking the rainwater, the gallery bridge support is in a regular hexagon structure, the pedestrian passage is positioned in the middle part, the probability that the rainwater enters the gallery bridge at the sky street and influences the passing of personnel can be further reduced, and the guide plate is a transparent plate, so that the lighting in the gallery bridge at the sky street cannot be influenced, and the use effect is relatively good;
2. when the connecting device is used, the supporting tube I or the supporting tube II is connected to the connecting plate in a flange mode, the connecting plate is rotatably connected to the connecting hole through a pin shaft or a bolt, the connecting flange II is connected to the connecting pipe through a fixing pipe, so that the supporting tube I, the supporting tube II and the connecting pipe are detachably connected, meanwhile, the connecting plate is U-shaped, two parallel side plates of the connecting plate are connected to the connecting flange II, the connecting strength between the connecting plate and the connecting flange II can be effectively increased, the connecting strength is increased, meanwhile, when the connecting device is installed, adaptive angle change can be carried out according to actual installation conditions, and the installation;
3. connecting piece two makes stay tube three can dismantle connect in stay tube two, so that the installation with dismantle, simultaneously when using, the curb plate that two mutual parallels of grip block one is by the centre gripping between two curb plates of grip block two and both rotate through round pin axle or bolt and connect, can effectively strengthen the joint strength between grip block one and the grip block two, and can make when bearing load, the small angle change of adaptability can be done to stay tube three, when leading to the load increase because of wind-force, the stress concentration that produces in connecting piece two places is to the influence of bulk joint intensity.
Drawings
Fig. 1 is a schematic structural diagram of the present embodiment.
Fig. 2 is a partial schematic structural diagram of the first embodiment, which is mainly used for showing the structure of the guide plate.
Fig. 3 is a schematic view of a part of the structure of the second embodiment, which is mainly used for showing the structure of the first connecting member.
Fig. 4 is a schematic view of a part of the structure of the third embodiment, which is mainly used for showing the structure of the second connecting member.
Fig. 5 is an enlarged schematic view of a portion a in fig. 1, and is mainly used for showing the structure of the supporting member.
Fig. 6 is an enlarged schematic view of part B of fig. 1, and is mainly used for the position relationship of the sliding groove and the clamping table relative to the cover plate.
In the figure, 1, a gallery bridge bracket; 11. a frame; 111. a first support pipe; 112. a second supporting tube; 12. a connecting pipe; 13. a first connecting piece; 131. a fixed tube; 132. a second connecting flange; 1321. connecting holes; 133. a connecting plate; 134. reinforcing ribs; 135. a reinforcement tube; 14. a second connecting piece; 141. a first clamping plate; 142. a second clamping plate; 143. supporting a pipe III; 15. a column; 16. a guardrail; 2. a cover plate; 21. a drain plate; 211. a protrusion; 212. a channel; 22. a guide plate; 221. a connecting projection; 222. a first connecting flange; 23. a support member; 231. a first support plate; 232. a second support plate; 233. mounting a plate; 24. a chute; 25. clamping a platform; 26. an elastic sealing strip; 27. and (7) pressing a plate.
Detailed Description
The present invention will be described in further detail with reference to the accompanying drawings.
Referring to fig. 1 and 2, the combined type sky-street steel gallery top disclosed by the invention comprises a gallery bridge support 1 arranged on the ground of an sky street and a plurality of cover plates 2 coated on the upper part of the gallery bridge support 1. The gallery bridge support 1 is of a regular hexagonal frame structure integrally, and one edge of the regular hexagon is opened and is abutted to the ground of the sky street. The cover plates 2 are respectively arranged on three side parts of the upper part of the gallery bridge support 1. So that the holistic intensity of corridor bridge support 1 is preferred relatively, can do certain segmentation to the air current simultaneously for the air current is cut apart and is guided the upper and lower side by apron 2 and corridor bridge support 1 during the stormy rain, gets into the inside rainwater in sky street during the reduction stormy rain.
Corridor bridge support 1 is along corridor bridge length direction's both sides border a plurality of drain bars 21 of fixedly connected with respectively, and drain bar 21 sets up in the downside border of the apron 2 of corridor bridge support 1 both sides, and drain bar 21 integrated into one piece is in the border of its place apron 2. The side edge of the drainage plate 21, which deviates from the cover plate 2 where the drainage plate is located, is upwards sunken to form a plurality of protrusions 211, and the plurality of protrusions 211 on the same drainage plate 21 are distributed along the length direction of the gallery bridge. Channels 212 for rainwater to pass are formed between the adjacent protrusions 211 along the length direction of the gallery bridge, and the side edges of the channels 212 are integrally hourglass-shaped, so that the width of the middle part of each channel 212 is smaller than the opening width of the lower opening edge of the channel. So that the rainwater passes through the narrow and small position in middle part of passageway 212 after, rainwater release pressure, and the velocity of flow can descend when leading to the rainwater to flow through to comparatively even dispersion is opened, thereby can form comparatively even rainwater curtain wall when making the rainwater discharge through a plurality of passageways 212.
A guide plate 22 for guiding airflow is arranged below the drainage plate 21, the guide plate 22 is of an arc plate-shaped structure, an arc opening of the guide plate 22 is horizontal and is arranged away from the center of the gallery bridge support 1, and the guide plate 22 is a transparent plate. When the device is used, during storm, airflow flows back under the guidance of the guide plate 22 and generates a certain vortex, the flowing direction of the airflow below the guide plate 22 can be influenced, the probability that rainwater at the lower part of the guide plate 22 enters the sky street is reduced, the rainwater at the lower part of the guide plate 22 enters the sky street is reduced, meanwhile, the guide plate 22 can also play a role in blocking the rainwater, the gallery bridge support 1 is of a regular hexagon structure, the pedestrian passage is located in the middle, the probability that the rainwater enters the sky street gallery bridge to influence the passing of people is further reduced, meanwhile, the guide plate 22 is a transparent plate, the lighting in the sky street gallery bridge cannot be influenced, and the using effect is relatively good.
Referring to fig. 1 and 2, the upper edge of the guide plate 22 is turned over towards the direction deviating from the center of the gallery bridge support 1 to form a first connecting flange 222, the first connecting flange 222 is parallel to the drain plate 21, the first connecting flange 222 is recessed towards the drain plate 21 to form a plurality of connecting protrusions 221 matched with the inner cavities at the lower part of the protrusion 211, the connecting protrusions 221 are clamped in the inner cavities at the lower part of the protrusion 211, and the connecting protrusions 221 are fixedly connected to the protrusion 211 through bolts. Wherein, the inner cavity of the lower part of the connecting protrusion 221 is clamped with a cushion block, and the connecting protrusion 221 is clamped between the protrusion 211 and the cushion block through a bolt. With being used for with guide plate 22 can dismantle to be connected in drain bar 21, simultaneously can effectual reduction to the influence of drain bar 21 drainage for guide plate 22's connecting portion are located it and deviate from gallery bridge support 1 center one side, can effectually make the rainwater permeate through the bolt clearance and can discharge through guide plate 22, with optimization result of use.
The lower edge of the guide plate 22 is recessed upwards, so that the lower edge of the guide plate is of a corrugated structure, rainwater blocked by the guide plate 22 can be relatively uniformly dispersed when being discharged, and the rainwater forms uniformly distributed bundled water flow when being discharged from the guide plate 22, so that the flow velocity of airflow at the lower part of the guide plate 22 can be reduced, and the rainwater entering the inside of the sky-street gallery bridge is reduced.
The gallery bridge support 1 comprises a plurality of frames 11 arranged along the length direction of the sky-street gallery bridge and a plurality of connecting pipes 12 parallel to each other, wherein the frames 11 comprise five first supporting pipes 111, and the five first supporting pipes 111 and the ground form a regular hexagon frame structure. The five support tubes I111 are sequentially connected to form five frame edges at the upper part of the regular hexagon, wherein the two support tubes I111 at the lower part are fixedly connected to the ground of the sky-street gallery bridge.
Referring to fig. 1 and 3, the plurality of connection pipes 12 are each provided with a plurality of first connection members 13 for connecting four corners of the upper part of the regular hexagon of the plurality of frames 11. The middle part of the frame 11 is connected with a second supporting pipe 112 for connecting the opposite angles of the frame, the second supporting pipe 112 is horizontally arranged, and two ends of the second supporting pipe 112 are respectively connected with the connecting pipes 12 positioned at two sides of the frame 11 along the length direction of the overpass through a first connecting piece 13.
The middle part of the second support pipe 112 is provided with a second connecting piece 14, the second connecting piece 14 is connected with two third support pipes 143, and one ends of the two third support pipes 143, which are far away from the second connecting piece 14, are respectively connected to two corners of the top of the frame 11 through a first connecting piece 13. Two ends of the second support pipe 112 are respectively connected with an upright post 15 through a first connecting piece 13, the upright post 15 is vertical and fixedly connected to the ground of the overhead bridge, and the upright post 15 is of a tubular structure. So that the five support pipes I111 form a regular hexagon frame through the plurality of first connecting pieces 13, then the upper part of the frame 11 is strengthened through the second support pipe 112 and the third support pipe 143 connected to the second support pipe 112 through the second connecting piece 14 to optimize the strength in use, and then the cover plate 2 covers three side parts of the upper part of the regular hexagon of the frame 11 to block rainwater, so that the effect in use is relatively better.
Referring to fig. 1 and 3, the first connecting member 13 includes a fixed pipe 131, a second connecting flange 132 and a plurality of connecting plates 133, the fixed pipe 131 is fixedly connected to the connecting pipe 12, the second connecting flange 132 is disposed around the fixed pipe 131, the second connecting flange 132 is disposed around the second connecting flange 132, at least six connecting holes 1321 are disposed around the second connecting flange 132, the connecting plates 133 are integrally U-shaped, edges of the second connecting flange 132 are clamped in the U-shaped openings of the connecting plates 133, and two parallel side plates of the U-shaped connecting plates 133 are rotatably connected to the connecting holes 1321 through pins or bolts. Wherein the fixing tube 131 may be welded or fixedly connected to the connection tube 12 by bolts
The end of the connecting plate 133 remote from the second connecting flange 132 is flanged to the end of the second support pipe 112 or the end of the first support pipe 111. One end of the connecting plate 133, which is away from the connecting flange two 132, is fixedly connected with a reinforcing pipe 135, and the reinforcing pipe 135 is inserted into the support pipe one 111, the support pipe two 112 or the upright post 15, which are connected by the connecting plate 133 in a flange manner, so as to increase the stability of the connection.
When the connecting device is used, the first supporting tube 111 or the second supporting tube 112 is connected to the connecting plate 133 in a flange mode, the connecting plate 133 is connected to the connecting hole 1321 through a pin shaft or a bolt in a rotating mode, the second connecting flange 132 is connected to the connecting pipe 12 through the fixing pipe 131, the first supporting tube 111, the second supporting tube 112 and the connecting pipe 12 are connected in a detachable mode, meanwhile, the connecting plate 133 is U-shaped, two parallel side plates of the connecting plate are connected to the second connecting flange 132, the connecting strength between the connecting plate 133 and the second connecting flange 132 can be effectively increased, the connecting strength is increased, meanwhile, when the connecting device can be installed, adaptive angle change can be conducted according to actual installation conditions.
A plurality of reinforcing ribs 134 are disposed around the second connecting flange 132, and the reinforcing ribs 134 are fixedly connected to the second connecting flange 132 and the fixing pipe 131 to increase the load bearing capacity of the second connecting flange 132.
Referring to fig. 1 and 4, the second connecting member 14 includes a first U-shaped clamping plate 141 and a second two clamping plates 142 hinged to two parallel side plates of the first clamping plate 141, respectively, the bottom of the first U-shaped clamping plate 141 is of a tubular structure, that is, the first clamping plate 141 is integrally composed of a tubular structure portion and two side plates fixedly connected to the tubular structure portion, and the second support tube 112 is inserted into the tubular portion of the first clamping plate 141 and is welded or fixedly connected to the tubular portion through a bolt. The second clamping plate 142 is U-shaped, two parallel side plates of the first clamping plate 141 are clamped between the two side plates of the second clamping plate 142 and are rotatably connected through a pin or a bolt, and one end of the second clamping plate 142, which is far away from the first clamping plate 141, is connected to the third support pipe 143 through a flange.
The supporting tube III 143 is detachably connected to the supporting tube II 112 through the connecting piece II 14, so that the installation and the disassembly are convenient, meanwhile, when the clamping device is used, the two parallel side plates of the clamping plate I141 are clamped between the two side plates of the clamping plate II 142 and are rotatably connected through a pin shaft or a bolt, the connection strength between the clamping plate I141 and the clamping plate II 142 can be effectively enhanced, and when a load is borne, the supporting tube III 143 can be subjected to adaptive small angle change, so that the influence of stress concentration generated at the connecting piece II 14 on the whole connection strength is reduced when the load is increased due to wind power.
Be provided with guardrail 16 between the adjacent frame 11, guardrail 16 both ends are connected respectively in the stay tube 111 of adjacent frame 11 lower part to do when being used for blockking to passing through personnel, still can be used to place the bench of having a rest, optimize and use experience.
Referring to fig. 5, since the cover 2 is disposed on the upper portion of the frame 11, the cover 2 cannot be attached to the first support pipe 111 due to the second connecting flange 132, and in order to support the cover 2 relatively stably, the support members 23 for supporting the cover 2 are disposed between the cover 2 and the first support pipe 111 and between the cover 2 and the connecting pipe 12.
The supporting member 23 includes a first supporting plate 231 and two second supporting plates 232, which are parallel to each other, of an arc-shaped structure, the cross section of the first supporting plate 231 is a semicircular arc, the two second supporting plates 232 are respectively tangent to the first supporting plate 231, the two second supporting plates 232 are respectively fixedly connected to the two side edges of the arc shape of the first supporting plate 231, and the arc shape of the first supporting plate 231 deviates from the opening of the second supporting plate 232.
The two second support plates 232 are respectively deviated from each other and folded to form mounting plates 233, the two mounting plates 233 are attached to the lower plate surface of the cover plate 2, and the two mounting plates are fixedly connected through bolts. The first support plate 231, the second support plate 232 and the mounting plate 233 are integrally formed, the first support tube 12 or the first support tube 111 is clamped and fixedly connected in the first support plate 231 in an arc-shaped opening, the fixing mode can be welding or bolt connection, the first support plate 231 extends along the first support tube 111 or the connecting tube 12 where the first support plate 231 is located in the axial direction, and the arc shape of the first support plate 231 and the first support tube 111 or the connecting tube 12 where the first support plate is located are the same as the central axis.
Referring to fig. 6, in order to further optimize the use effect, the overlapping part between the adjacent cover plates 2 is located at the first support pipe 111, and the two mounting plates 233 of the same support 23 are respectively attached to the overlapping edges of the adjacent cover plates 2, so as to reduce the influence of the support 23 on the rainwater blocking performance of the cover plates 2; the cover plate 2 is respectively provided with a sliding groove 24 and a clamping table 25 along the two axial ends of the connecting pipe 12, the sliding groove 24 extends along the length of the edge where the sliding groove is located, and the clamping table 25 is clamped in the sliding groove 24 to increase the sealing performance between the adjacent cover plates 2.
The embodiments of the present invention are preferred embodiments of the present invention, and the scope of the present invention is not limited by these embodiments, so: all equivalent changes made according to the structure, shape and principle of the invention are covered by the protection scope of the invention.
Claims (9)
1. The utility model provides a modular sky street steel gallery top, is including setting up in gallery bridge support (1) and a plurality of cladding apron (2) on gallery bridge support (1) upper portion in the sky street, its characterized in that: the cross section contour of the gallery bridge bracket (1) along the direction vertical to the length direction of the gallery bridge is in a regular hexagon shape, a plurality of cover plates (2) are respectively and fixedly connected with three side parts at the upper part of the regular hexagon of the gallery bridge bracket (1), a plurality of drainage plates (21) are respectively arranged on the two sides of the gallery bridge bracket (1) along the length direction of the gallery bridge, the drainage plate (21) is integrally formed at the edge of the cover plate (2), a plurality of rhombic bulges (211) are formed at the edge of the drainage plate (21) departing from the gallery bridge bracket (1), a channel (212) for rainwater to pass through is formed between every two adjacent bulges (211), the width of the middle part of the channel (212) is smaller than that of the opening of the channel, a plurality of guide plates (22) with arc plate-shaped structures are arranged below the drainage plate (21), the guide plate (22) is a transparent plate and the arc of the guide plate deviates from the central opening of the gallery bridge bracket (1).
2. The combined sky-street steel gallery roof as claimed in claim 1, wherein: protruding (211) are drainage plate (21) upwards sunken formation, the last border of guide plate (22) turns over downwards and forms flange one (222), flange one (222) upwards sunken connection arch (221) that are formed with protruding (211) lower part inner chamber of adaptation, the inner chamber of protruding (211) lower part is located in connection arch (221) card, connection arch (221) pass through bolt fixed connection in protruding (211).
3. The combined sky-street steel gallery roof as claimed in claim 2, wherein: the lower edge of the guide plate (22) is positioned on one side of the drain plate (21) facing the center of the gallery bridge bracket (1), and the lower edge of the guide plate (22) is upwards sunken to enable the lower edge to be in a corrugated profile.
4. The combined sky-street steel gallery roof as claimed in claim 1, wherein: the gallery bridge support (1) comprises a plurality of frames (11) arranged along the length of a sky street and a plurality of connecting pipes (12) parallel to each other, each frame (11) comprises five first supporting pipes (111), the five first supporting pipes (111) and the sky street ground form a regular hexagonal frame structure, the two first supporting pipes (111) at the lowest part in each frame (11) are fixedly connected to the sky street ground, each connecting pipe (12) is perpendicular to the first supporting pipes (111), each connecting pipe (12) is provided with a plurality of first connecting pieces (13) used for connecting the first connecting pieces to the corners of the upper parts of the regular hexagons of the frames (11), the middle part of each frame (11) is connected with a second supporting pipe (112) for connecting opposite corners of the frame, the second supporting pipes (112) are horizontally arranged and provided with a second connecting piece (14) in the middle part, and the second connecting pieces (14) are connected, one ends, far away from the second connecting piece (14), of the two support pipes III (143) are respectively connected to the first connecting pieces (13) at the two corners of the upper portion of the frame (11), two ends of the support pipe II (112) are respectively connected with an upright post (15) through the first connecting pieces (13), and the upright post (15) is fixedly connected to the ground of the sky street.
5. The combined sky-street steel gallery roof as claimed in claim 4, wherein: connecting piece (13) are including the cover locate fixed pipe (131) of connecting pipe (12), encircle connecting flange two (132) and a plurality of connecting plate (133) that encircle connecting flange two (132) and set up that fixed pipe (131) set up, encircle a plurality of connecting holes (1321) have been seted up in connecting flange two (132), connecting plate (133) are the U form and the border card of connecting flange two (132) locates in the U form opening of connecting plate (133), connecting plate (133) are rotated through round pin axle or bolt and are connected in connecting hole (1321), one end flange connection in the tip of supporting tube two (112) or the tip of supporting tube (111) that connecting plate (133) deviate from connecting flange two (132).
6. The combined sky-street steel gallery roof as claimed in claim 5, wherein: and a plurality of reinforcing ribs (134) are arranged around the second connecting flange (132), and the reinforcing ribs (134) are fixedly connected to the second connecting flange (132) and the fixed pipe (131).
7. The combined sky-street steel gallery roof as claimed in claim 5, wherein: the upright post (15) is of a tubular structure, one end of the connecting plate (133) departing from the second connecting flange (132) is fixedly connected with a reinforcing pipe (135), and the reinforcing pipe (135) can be inserted in the first supporting pipe (111), the second supporting pipe (112) or the upright post (15).
8. The combined sky-street steel gallery roof as claimed in claim 4, wherein: the second connecting piece (14) comprises a U-shaped clamping plate I (141) and two clamping plate II (142) hinged to the U-shaped opening edge of the clamping plate I (141) respectively, the U-shaped bottom of the clamping plate I (141) is of a tubular structure, the support tube II (112) is inserted into the tubular structure of the clamping plate I (141), two parallel side plates of the clamping plate I (141) are clamped between the two side plates of the clamping plate II (142), and one end, far away from the clamping plate I (141), of the clamping plate II (142) is connected to the support tube III (143) in a flange mode.
9. The combined sky-street steel gallery roof as claimed in claim 4, wherein: a guardrail (16) is arranged between the adjacent frames (11), and two ends of the guardrail (16) are respectively connected to the first support pipes (111) at the lower parts of the adjacent frames (11).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202010437471.4A CN111622342B (en) | 2020-05-21 | 2020-05-21 | Combined steel gallery roof |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202010437471.4A CN111622342B (en) | 2020-05-21 | 2020-05-21 | Combined steel gallery roof |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN111622342A true CN111622342A (en) | 2020-09-04 |
| CN111622342B CN111622342B (en) | 2021-06-08 |
Family
ID=72269390
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202010437471.4A Expired - Fee Related CN111622342B (en) | 2020-05-21 | 2020-05-21 | Combined steel gallery roof |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN111622342B (en) |
Citations (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| EP0530422A1 (en) * | 1991-09-02 | 1993-03-10 | Patrick Abes | Decorated veranda with totally foldable opening parts and without posts |
| CN205276117U (en) * | 2015-12-30 | 2016-06-01 | 海南天能电力有限公司 | Solar energy shelter bridge |
| US20160201326A1 (en) * | 2014-12-15 | 2016-07-14 | Aleksandar Stevanov | Modular Roof Structure |
| CN106091225A (en) * | 2016-08-05 | 2016-11-09 | 无锡同春新能源科技有限公司 | A kind of new wind porch bridge of band brattice shielding |
| CN206667358U (en) * | 2017-04-28 | 2017-11-24 | 赵炳� | One kind building rainwater-collecting plate |
| CN208950183U (en) * | 2018-09-05 | 2019-06-07 | 南京吉士达防水工程有限公司 | A kind of roof waterproof structure |
| CN209397957U (en) * | 2018-12-12 | 2019-09-17 | 天津市沃林景观工程有限公司 | A kind of water proof type gallery |
| CN110258771A (en) * | 2019-05-27 | 2019-09-20 | 北京华正弘远工程技术有限公司 | A kind of vestibule |
-
2020
- 2020-05-21 CN CN202010437471.4A patent/CN111622342B/en not_active Expired - Fee Related
Patent Citations (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| EP0530422A1 (en) * | 1991-09-02 | 1993-03-10 | Patrick Abes | Decorated veranda with totally foldable opening parts and without posts |
| US20160201326A1 (en) * | 2014-12-15 | 2016-07-14 | Aleksandar Stevanov | Modular Roof Structure |
| CN205276117U (en) * | 2015-12-30 | 2016-06-01 | 海南天能电力有限公司 | Solar energy shelter bridge |
| CN106091225A (en) * | 2016-08-05 | 2016-11-09 | 无锡同春新能源科技有限公司 | A kind of new wind porch bridge of band brattice shielding |
| CN206667358U (en) * | 2017-04-28 | 2017-11-24 | 赵炳� | One kind building rainwater-collecting plate |
| CN208950183U (en) * | 2018-09-05 | 2019-06-07 | 南京吉士达防水工程有限公司 | A kind of roof waterproof structure |
| CN209397957U (en) * | 2018-12-12 | 2019-09-17 | 天津市沃林景观工程有限公司 | A kind of water proof type gallery |
| CN110258771A (en) * | 2019-05-27 | 2019-09-20 | 北京华正弘远工程技术有限公司 | A kind of vestibule |
Also Published As
| Publication number | Publication date |
|---|---|
| CN111622342B (en) | 2021-06-08 |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| JP4015294B2 (en) | Solar panel installation equipment | |
| CN109383716B (en) | Drilling platform safety device against wind for ocean engineering | |
| CN111622342B (en) | Combined steel gallery roof | |
| CN215907230U (en) | BIPV photovoltaic support | |
| CN201856767U (en) | Inside door upright post structure for stainless steel railway vehicle | |
| CN213449086U (en) | Concatenation formula container house roof structure | |
| CN220848409U (en) | Large-span steel structure awning | |
| CN217078496U (en) | Box girder bridge sound barrier | |
| CN219621580U (en) | Totally-enclosed protective screen | |
| CN217627743U (en) | Inside pin-connected panel folded plate structure of flocculation basin | |
| JP3414711B2 (en) | Balcony with solar panels | |
| CN217537058U (en) | A rain-proof water installation for subway hoist and mount mouth | |
| CN111648784A (en) | Semi-closed tunnel photovoltaic power generation shading shed | |
| CN212336566U (en) | Double-curved-surface large-span outward inclined stepped canopy | |
| CN212294302U (en) | Detachable steel structure overbridge | |
| CN210685211U (en) | Device for rapidly draining rainwater in roof gutter | |
| CN214246798U (en) | Installing support and adopt photovoltaic bicycle shed of this installing support | |
| CN220857969U (en) | 10-Degree-inclination photovoltaic module matrix structure | |
| CN218405983U (en) | Photovoltaic sunshine shed roof frame structure | |
| CN219034178U (en) | Archaeological protection greenhouse | |
| CN219387345U (en) | Novel sunshine room | |
| CN220629226U (en) | Matrix ballast structure of photovoltaic module | |
| CN109629771A (en) | The roof drainage structure of Two bors d's oeuveres container construction | |
| CN210529997U (en) | Assembled wallboard entrance to a cave enhancement fossil fragments and wall body thereof | |
| CN219343811U (en) | Be applied to photovoltaic canopy's C girder basin of integration |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| PB01 | Publication | ||
| PB01 | Publication | ||
| SE01 | Entry into force of request for substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20210608 |
|
| CF01 | Termination of patent right due to non-payment of annual fee |