CN206195676U - Spandrel girder subassembly - Google Patents

Spandrel girder subassembly Download PDF

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Publication number
CN206195676U
CN206195676U CN201621181485.XU CN201621181485U CN206195676U CN 206195676 U CN206195676 U CN 206195676U CN 201621181485 U CN201621181485 U CN 201621181485U CN 206195676 U CN206195676 U CN 206195676U
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CN
China
Prior art keywords
spandrel girder
load
side plates
connecting plate
beam assembly
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Active
Application number
CN201621181485.XU
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Chinese (zh)
Inventor
张志杰
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Xiamen jingtengda Metal Technology Co.,Ltd.
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Xiamen Fine Tengda Metal Technology Co Ltd
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Priority to CN201621181485.XU priority Critical patent/CN206195676U/en
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    • YGENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
    • Y02TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
    • Y02EREDUCTION OF GREENHOUSE GAS [GHG] EMISSIONS, RELATED TO ENERGY GENERATION, TRANSMISSION OR DISTRIBUTION
    • Y02E10/00Energy generation through renewable energy sources
    • Y02E10/40Solar thermal energy, e.g. solar towers
    • Y02E10/47Mountings or tracking
    • YGENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
    • Y02TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
    • Y02EREDUCTION OF GREENHOUSE GAS [GHG] EMISSIONS, RELATED TO ENERGY GENERATION, TRANSMISSION OR DISTRIBUTION
    • Y02E10/00Energy generation through renewable energy sources
    • Y02E10/50Photovoltaic [PV] energy

Landscapes

  • Bridges Or Land Bridges (AREA)

Abstract

The utility model discloses a spandrel girder subassembly, including the fixed subassembly of the supporting of spandrel girder and spandrel girder, the fixed subassembly of supporting of spandrel girder includes support post and connecting piece, and the connecting piece has two curb plates and a board in a row, two curb plates with link the board and enclose into an accommodation space that sets up jointly up, the cooperation is established in the accommodation space to the bottom cunning of spandrel girder, the bottom of spandrel girder both sides is equipped with at least one bar flange respectively, is equipped with the bar groove corresponding with the bar flange on two inner wall of the side panel of accommodation space both sides respectively, and the cooperation is established in the bar groove to bar flange cunning. The utility model discloses a bar groove respectively with the cooperation of bar flange, just can realize connecting the supporting of spandrel girder, just need not add section chief's waist hole on the spandrel girder because the cooperation is established with the cunning of bar flange in the bar groove, can realize connecting piece and spandrel girder relative slip, and then the connecting piece can fix to the different positions of spandrel girder, more stablize, fix the spandrel girder reliably.

Description

A kind of load-bearing beam assembly
Technical field
The utility model is related in the technical field of solar photovoltaic bracket, more particularly to a kind of solar photovoltaic bracket Load-bearing beam assembly.
Background technology
Spandrel girder in solar photovoltaic bracket plays a part of to support solar panels, and prior art is in fixed spandrel girder When, long lumbar hole is typically processed on spandrel girder, then spandrel girder is fixed through long lumbar hole by bolt, connected mode Complicated with mounting means, long lumbar hole can weaken the intensity of spandrel girder so that spandrel girder is easily bent, is even broken, and waist long The processing technology in hole is complicated, increases difficulty of processing, reduces manufacture and installation effectiveness.
Utility model content
The purpose of this utility model be provide it is a kind of can fix spandrel girder, while not influenceing the load-bearing of load-bearing beam strength Beam assembly.
In order to solve the above technical problems, the utility model provides following technical scheme:
A kind of load-bearing beam assembly, including spandrel girder and spandrel girder supporting and fixing component, the supporting and fixing component of spandrel girder Including support column and connector, support column is fixedly installed, and connector is connected and is arranged on the top of support column, and connector has two Individual side plate and a connecting plate, connecting plate are located between two side plates and connect two side plates, and two side plates and connecting plate surround a court jointly The accommodation space of upper setting, the bottom cunning establishing of spandrel girder is closed in accommodation space;
The bottom of the spandrel girder both sides is respectively equipped with least one bar shaped flange along the direction that spandrel girder extends, and houses sky Between both sides two side plate inwalls on be respectively equipped with the bar-shaped trough corresponding with bar shaped flange, bar shaped flange is slided establishing and is closed in bar shaped In groove.
Further, the bottom surface of the spandrel girder is provided with chute, the supporting of the spandrel girder along the direction that spandrel girder extends Fixation kit also includes a sliding block, and sliding block is slidably installed in chute, and sliding block is fixedly connected on the connecting plate of the connector.
Further, the direction that the two side at the opening of the chute extends along two side respectively is provided with gear edge, the gear Be limited in the sliding block in chute by edge.
Further, the sliding block is bolted on the connecting plate of the connector, and screw bolt passes connecting plate is simultaneously In the sliding block spun to the chute.
Further, the bar shaped flange is inclined upwardly 10~30 degree.
Further, two side plates of the connector extend one to the side away from the accommodation space of connecting plate respectively Measured length simultaneously surrounds an open slot for setting down jointly with the connecting plate, and two side plates of open slot both sides are connected to the supporting The top of post, two side plates are collectively forming the connector of integrally formed H-shaped with connecting plate.
Further, the supporting and fixing component of the spandrel girder also includes a fulcrum bearing, and fulcrum bearing has a base plate and two Individual support plate, base plate is fixed on the top of the support column, and two support plates are relatively fixed on base plate, the open slot two Two side plates of side are connected on two support plates.
Further, two side plates of the open slot both sides are articulated on two support plates respectively by bearing pin, bearing pin Two ends be articulated in respectively on two side plates of open slot both sides, two support plates be located at open slot both sides two side plates it Between, bearing pin is passed through and is fixed on two support plates.
Further, what two support plates were corresponding is vertically provided with slippage slot respectively, and the two ends of bearing pin are limited in two Can move up and down in slippage slot on support plate and along slippage slot.
Further, two reinforcing plates of side plate of connection are provided with the bottom opening of the open slot.
The utility model by the bar-shaped trough on two side plate inwalls respectively with the cooperation of spandrel girder both sides bar shaped flange, just The support connection to spandrel girder can be realized, avoids the need for processing long lumbar hole on spandrel girder, spandrel girder is not interfered with not only Intensity, and the bar shaped flange of spandrel girder both sides can also play a part of increase load-bearing beam strength, it is to avoid and spandrel girder becomes Shape, because the sliding establishing of bar-shaped trough and bar shaped flange is closed, can realize that connector is relative with spandrel girder and slide, and then connector can It is fixed with the diverse location to spandrel girder, it is more stable, reliably spandrel girder is fixed.
Brief description of the drawings
Fig. 1 is a kind of overall structure figure of load-bearing beam assembly;
Fig. 2 is the partial enlarged drawing of A in Fig. 1;
Fig. 3 is the sectional view after spandrel girder and connector combination in Fig. 2;
Fig. 4 is a kind of structure chart of connector in load-bearing beam assembly.
Specific embodiment
It is new below in conjunction with this practicality to make the purpose, technical scheme and advantage of the utility model embodiment clearer Accompanying drawing in type embodiment, is clearly and completely described, it is clear that retouched to the technical scheme in the utility model embodiment The embodiment stated is a part of embodiment of the utility model, rather than whole embodiments.
In the description of the technical program, it is to be understood that term " " center ", " longitudinal direction ", " transverse direction ", "front", "rear", The orientation or position relationship of the instruction such as "left", "right", " vertical ", " level ", " top ", " bottom " " interior ", " outward " are based on accompanying drawing institute The orientation or position relationship for showing, are for only for ease of the description present invention and simplify description, rather than the dress for indicating or implying meaning Put or element with specific orientation, with specific azimuth configuration and operation, therefore it is not intended that must be protected to the present invention The limitation of scope, the utility model is described in further detail below in conjunction with the accompanying drawings.
A kind of load-bearing beam assembly, as depicted in figs. 1 and 2, including spandrel girder 1 and spandrel girder supporting and fixing component, load-bearing The supporting and fixing component of beam includes support column 21 and connector 22, and support column 21 is fixedly installed, and connector 22 is connected and is arranged on The top of support column 21, as shown in Figures 2 to 4, connector 22 has two connecting plates 222 of side plate 221 and, and connecting plate 222 is located at Between two side plates 221 and connect two side plates 221, two side plates 221 and connecting plate 222 surround jointly one set upward it is accommodating Space 223, the bottom cunning establishing of spandrel girder 1 is closed in accommodation space 223;
As shown in Figure 2 to 4, the bottom of the both sides of the spandrel girder 1 is respectively equipped with least one along the direction that spandrel girder 1 extends Individual bar shaped flange 11, the bar corresponding with bar shaped flange 11 is respectively equipped with two inwalls of side plate 221 of the both sides of accommodation space 223 Shape groove 2211, bar shaped flange 11 is slided establishing and is closed in bar-shaped trough 2211.
The present embodiment by the bar-shaped trough on two side plate inwalls respectively with the cooperation of spandrel girder both sides bar shaped flange, with regard to energy The support connection to spandrel girder is enough realized, avoids the need for processing long lumbar hole on spandrel girder, the strong of spandrel girder is not interfered with not only Degree, and the bar shaped flange of spandrel girder both sides can also play a part of increase load-bearing beam strength, it is to avoid and spandrel girder deforms, Because the sliding establishing of bar-shaped trough and bar shaped flange is closed, connector slip relative with spandrel girder can be realized, and then connector can be with Diverse location to spandrel girder is fixed, more stable, reliably spandrel girder is fixed.
In the present embodiment connector can not only supporting and fixing spandrel girder, and relative can be slided between connector and spandrel girder Dynamic, specifically, the sliding establishing in the present embodiment using bar-shaped trough and bar shaped flange closes to realize above-mentioned functions.In the present embodiment The mode that bar-shaped trough is closed with the sliding establishing of bar shaped flange has advantages below:1st, the bar shaped flange of spandrel girder both sides can play increasing Plus load-bearing beam strength;When the 2nd, being connected between connector and spandrel girder, it is only necessary to be combined together just bar-shaped trough and bar shaped flange Can be so that installation is simple, and installation effectiveness is high, and then improves manufacture and installation effectiveness;3rd, adopted relative between connector and spandrel girder The mode that establishing is closed mutually is slided with bar-shaped trough with sliding shoe, due to saving sliding shoe, black box portable construction in the present embodiment, but It is that the weight that can be born is relatively light, is primarily adapted for use in the less situation of bearing load.
On the basis of above-described embodiment, it is preferred that as shown in figure 3, the bottom surface of the spandrel girder 1 extends along spandrel girder 1 Direction be provided with chute 12, the supporting and fixing component of the spandrel girder also includes a sliding block 23, and sliding block 23 is slidably installed in chute 12, And sliding block 23 is fixedly connected on the connecting plate 222 of the connector 22.
On the one hand the present embodiment plays a part of guiding by sliding block and the cooperation of chute, on the other hand plays increase whole The effect of body component strength, it is to avoid bar-shaped trough is mutually deviate from bar shaped flange so that black box structure is more stable.
On the basis of above-described embodiment, it is preferred that as shown in figure 3, the two side difference at the opening of the chute 12 The direction extended along two side is provided with gear along 13, and be limited in the sliding block 23 in chute 12 along 13 by the gear.
By being provided with gear edge at chute opening in the present embodiment, can play a part of to limit sliding block, it is to avoid sliding block is from cunning Deviate from groove, while also further lifting the strength and stability of black box.
On the basis of above-described embodiment, it is preferred that as shown in figure 3, the sliding block 23 is bolted in the company On the connecting plate 222 of fitting 22, in screw bolt passes connecting plate 222 and the sliding block 23 spun to the chute 12.
On the basis of above-described embodiment, it is preferred that as shown in figure 3, the bar shaped flange 11 is inclined upwardly 10~30 Degree, it is preferred that bar shaped flange 11 can be inclined upwardly 10 degree, 15 degree, 20 degree, 25 degree, 30 degree.
On the basis of above-described embodiment, it is preferred that as shown in fig. 4 and fig. 2, two side plates 221 of the connector 22 Extend certain length to the side away from the accommodation space 223 of connecting plate 222 respectively and surround a court jointly with the connecting plate 222 The open slot 224 of lower setting, two side plates 221 of the both sides of open slot 224 are connected to the top of the support column 21, two side plates 221 connectors 22 that integrally formed H-shaped is collectively forming with connecting plate 222.
The present embodiment is arranged to H-shaped by by connector, on the one hand ensures the stability and balance of black box, another Connection is played a part of in the lower part of aspect H-shaped connector, do not interfere with yet H-shaped connector for supporting and fixing spandrel girder The intensity of upper part.
On the basis of above-described embodiment, it is preferred that as shown in Figure 2 and Figure 4, the supporting and fixing component of the spandrel girder is also Including a fulcrum bearing, fulcrum bearing has a base plate 241 and two support plates 242, and base plate 241 is fixed on the top of the support column 21 Portion, two support plates 242 are relatively fixed on base plate 241, and two side plates 221 of the both sides of the open slot 224 are connected respectively On two support plates 242.
On the basis of above-described embodiment, it is preferred that as shown in Figure 2 and Figure 4, two sides of the both sides of the open slot 224 Plate 221 is articulated on two support plates 242 respectively by bearing pin 25, and the two ends of bearing pin 25 are articulated in the both sides of open slot 224 respectively Two side plates 221 on, two support plates 242 are located between two side plates 221 of the both sides of open slot 224, and bearing pin 25 is through simultaneously It is fixed on two support plates 242.
Two side plates are articulated on two support plates respectively in the present embodiment, so as to realize that spandrel girder is relative with support column Rotate, because being used to install be used on guide rail guide rail on spandrel girder places solar panels, by the rotation to spandrel girder, Ke Yishi Now to the regulation of spandrel girder angle, even if ground run-off the straight, it is also possible to adapt to guide rail by adjusting the angle of spandrel girder Install, and then facilitate solar panels to install and be placed on guide rail, can also be adjusted too by adjusting spandrel girder angle in addition The angle of positive energy plate, improves optical energy utilization efficiency.
On the basis of above-described embodiment, it is preferred that as shown in Figure 2 and Figure 4, the corresponding difference of two support plates 242 Slippage slot 2421 vertically is provided with, the two ends of bearing pin 25 are limited in the slippage slot 2421 on two support plates 242 and can be along cunning Groove 2421 is moved to move up and down.Preferably, the two ends of bearing pin 25 are connected with nut 26 respectively, can be by pin by rotating nut 26 Axle 25 is fixed on the support plate 242 of the fulcrum bearing.
On the basis of above-described embodiment, it is preferred that as shown in figure 4, the company of being provided with the bottom opening of the open slot 224 Connect two reinforcing plates of side plate 221 225.The present embodiment can further increase the intensity of connector by setting reinforcing plate.
Various embodiments above is only used to illustrate the technical solution of the utility model, but the utility model is not limited to this reality Mode is applied, in the ken that person of ordinary skill in the field possesses, the utility model objective is not being departed from Under the premise of, can also make a variety of changes.Person of ordinary skill in the field from above-mentioned design, without creativeness Work, done a variety of conversion are all fallen within protection domain of the present utility model.

Claims (10)

1. the supporting and fixing component of a kind of load-bearing beam assembly, including spandrel girder and spandrel girder, it is characterised in that the supporting of spandrel girder Fixation kit includes support column and connector, and support column is fixedly installed, and connector is connected and is arranged on the top of support column, connection Part has two side plates and a connecting plate, and connecting plate is located between two side plates and connects two side plates, and two side plates and connecting plate are common An accommodation space for setting upward is surrounded, the bottom cunning establishing of spandrel girder is closed in accommodation space;
The bottom of the spandrel girder both sides is respectively equipped with least one bar shaped flange, accommodation space two along the direction that spandrel girder extends The bar-shaped trough corresponding with bar shaped flange is respectively equipped with two side plate inwalls of side, bar shaped flange is slided establishing and closed in bar-shaped trough In.
2. a kind of load-bearing beam assembly according to claim 1, it is characterised in that prolong along spandrel girder the bottom surface of the spandrel girder The direction stretched is provided with chute, and the supporting and fixing component of the spandrel girder also includes a sliding block, and sliding block is slidably installed in chute, and sliding Block is fixedly connected on the connecting plate of the connector.
3. a kind of load-bearing beam assembly according to claim 2, it is characterised in that the two side point at the opening of the chute The direction not extended along two side is provided with gear edge, and be limited in the sliding block in chute by gear edge.
4. a kind of load-bearing beam assembly according to claim 2, it is characterised in that the sliding block is bolted described On the connecting plate of connector, in screw bolt passes connecting plate and the sliding block spun to the chute.
5. a kind of load-bearing beam assembly according to claim 1, it is characterised in that the bar shaped flange is inclined upwardly 10~ 30 degree.
6. a kind of load-bearing beam assembly according to claim 1, it is characterised in that two side plates of the connector respectively to The side away from the accommodation space of connecting plate extends certain length and surrounds an open slot for setting down jointly with the connecting plate, Two side plates of open slot both sides are connected to the top of the support column, and two side plates are collectively forming integrally formed H with connecting plate The connector of shape.
7. a kind of load-bearing beam assembly according to claim 6, it is characterised in that the supporting and fixing component of the spandrel girder is also Including a fulcrum bearing, fulcrum bearing has a base plate and two support plates, and base plate is fixed on the top of the support column, two supportings Plate is relatively fixed on base plate, and two side plates of the open slot both sides are connected on two support plates.
8. a kind of load-bearing beam assembly according to claim 7, it is characterised in that two side plates of the open slot both sides lead to Cross bearing pin to be articulated in respectively on two support plates, the two ends of bearing pin are articulated on two side plates of open slot both sides respectively, two Support plate is located between two side plates of open slot both sides, and bearing pin is passed through and is fixed on two support plates.
9. a kind of load-bearing beam assembly according to claim 8, it is characterised in that two corresponding difference of support plate are vertical Slippage slot is provided with, the two ends of bearing pin are limited in the slippage slot on two support plates and can be moved up and down along slippage slot.
10. a kind of load-bearing beam assembly according to claim 6, it is characterised in that set at the bottom opening of the open slot There are two reinforcing plates of side plate of connection.
CN201621181485.XU 2016-10-28 2016-10-28 Spandrel girder subassembly Active CN206195676U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201621181485.XU CN206195676U (en) 2016-10-28 2016-10-28 Spandrel girder subassembly

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201621181485.XU CN206195676U (en) 2016-10-28 2016-10-28 Spandrel girder subassembly

Publications (1)

Publication Number Publication Date
CN206195676U true CN206195676U (en) 2017-05-24

Family

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Family Applications (1)

Application Number Title Priority Date Filing Date
CN201621181485.XU Active CN206195676U (en) 2016-10-28 2016-10-28 Spandrel girder subassembly

Country Status (1)

Country Link
CN (1) CN206195676U (en)

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GR01 Patent grant
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Address after: 361115 unit a, 6th floor, No. 8 (Rihua building), Xinfeng Second Road, torch Park, torch high tech Zone, Xiamen, Fujian

Patentee after: Xiamen jingtengda Metal Technology Co.,Ltd.

Address before: 361000 unit C1, Room 601, No. 16 (Rihua International Building), xinfengsan Road, torch Park, torch high tech Zone, Xiamen, Fujian

Patentee before: XIAMEN KINSEND METAL TECHNOLOGY Co.,Ltd.

PE01 Entry into force of the registration of the contract for pledge of patent right
PE01 Entry into force of the registration of the contract for pledge of patent right

Denomination of utility model: A bearing beam assembly

Effective date of registration: 20211013

Granted publication date: 20170524

Pledgee: Xiamen Branch of PICC

Pledgor: Xiamen jingtengda Metal Technology Co.,Ltd.

Registration number: Y2021980010668

PC01 Cancellation of the registration of the contract for pledge of patent right
PC01 Cancellation of the registration of the contract for pledge of patent right

Date of cancellation: 20221109

Granted publication date: 20170524

Pledgee: Xiamen Branch of PICC

Pledgor: Xiamen jingtengda Metal Technology Co.,Ltd.

Registration number: Y2021980010668

PE01 Entry into force of the registration of the contract for pledge of patent right
PE01 Entry into force of the registration of the contract for pledge of patent right

Denomination of utility model: A load-bearing beam component

Effective date of registration: 20230207

Granted publication date: 20170524

Pledgee: China Everbright Bank Limited by Share Ltd. Xiamen branch

Pledgor: Xiamen jingtengda Metal Technology Co.,Ltd.

Registration number: Y2023110000055