CN217268028U - Drainage structure of elevator gallery bridge - Google Patents

Drainage structure of elevator gallery bridge Download PDF

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Publication number
CN217268028U
CN217268028U CN202220156857.2U CN202220156857U CN217268028U CN 217268028 U CN217268028 U CN 217268028U CN 202220156857 U CN202220156857 U CN 202220156857U CN 217268028 U CN217268028 U CN 217268028U
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gallery bridge
bridge
gallery
longeron
drainage
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CN202220156857.2U
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朱安凤
张汶君
牛军
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Asia Fuji Elevator Linyi Co ltd
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Asia Fuji Elevator Linyi Co ltd
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Abstract

The utility model discloses an elevator gallery bridge drainage structure, which comprises a fixing and supporting part and comprises two gallery bridge longitudinal beams which are parallel to each other, wherein connecting seats are distributed on the inner side of the bottom of each gallery bridge longitudinal beam along the length direction of the gallery bridge longitudinal beam, and gallery bridge cross beams are lapped on the inner sides of the two gallery bridge longitudinal beams and are positioned at the upper ends of the connecting seats; drainage and trample portion, including setting up in two corridor bridge longeron is inboard, and is located the platform is led in the mediation of connecting seat upper end, and dredges the top height that the platform highly is less than the corridor bridge longeron, dredge and be provided with the decorative pattern steel sheet on platform and the corridor bridge crossbeam, corridor bridge longeron can be installed fixedly to corridor bridge crossbeam through connecting seat and screw bolt to make whole corridor bridge form a foundation frame, simultaneously, for the welding mode, make between corridor bridge longeron and the corridor bridge crossbeam more convenient when dismouting and later maintenance through the connected mode of overlap joint and screw thread, simple structure, easily operation.

Description

Drainage structure of elevator gallery bridge
Technical Field
The utility model relates to an elevator gallery bridge technical field specifically is an elevator gallery bridge drainage structures.
Background
At present, an elevator installed on an old building generally adopts a steel structure hoistway, a glass outer cover is used as a protective body, the lower part of the hoistway is connected and fixed with a poured ground, a gallery bridge is adopted in the middle to be connected with the building to form a personnel channel, the gallery bridge is generally made of a pattern steel plate for skid resistance, but when the elevator is actually used, particularly in rainy days, rainwater can easily float into the gallery bridge or fall onto the gallery bridge due to other reasons, and liquid such as rainwater left on the gallery bridge can cause the surface skid resistance effect of the gallery bridge to be reduced; simultaneously, corridor bridge structure uses the electric welding equipment to weld corridor bridge both ends respectively on the support piece of elevator well and building among the prior art for constructor mostly, and this kind of mounting means not only complex operation, consume a large amount of activity duration and labour cost, and it is also very inconvenient on later maintenance and dismouting simultaneously, in view of above-mentioned problem, we have proposed an elevator corridor bridge drainage structures.
SUMMERY OF THE UTILITY MODEL
An object of the utility model is to provide an elevator gallery bridge drainage structures to solve the poor anti-skidding effect that leads to of drainage effect that proposes in the above-mentioned background art and descend, and install loaded down with trivial details problem, consequently, the utility model aims at providing an elevator gallery bridge drainage structures, its mode through overlap joint and anchor can be installed whole gallery bridge frame fast, can not reduce the whole rigidity and the stability of gallery bridge simultaneously, in addition, can arrange fast to the rainwater that falls into on the gallery bridge and lead, has effectively improved the safety in utilization and the antiskid nature of gallery bridge.
In order to achieve the above object, the utility model provides a following technical scheme: an elevator hoistway bridge drainage structure, comprising:
the fixing and supporting part comprises two gallery bridge longitudinal beams which are parallel to each other, connecting seats are distributed on the inner sides of the bottoms of the gallery bridge longitudinal beams along the length direction of the gallery bridge longitudinal beams, and gallery bridge cross beams are lapped on the inner sides of the gallery bridge longitudinal beams and are positioned at the upper ends of the connecting seats;
drainage and trample the portion, including setting up in two corridor bridge longeron is inboard, and is located the platform is led in the mediation of connecting seat upper end, and dredges the top height that the top height of leading the platform is less than the corridor bridge longeron, dredge and be provided with the decorative pattern steel sheet on leading platform and the corridor bridge crossbeam.
Preferably, the both ends of shelter bridge longeron are connected fixedly with well access & exit and building respectively, be welding body structure between shelter bridge longeron and the connecting seat, and the connecting seat salient is inboard in the bottom of shelter bridge longeron and be used for setting up two tip of shelter bridge crossbeam, the junction of shelter bridge crossbeam and connecting seat still sets up the screw bolt that vertically runs through, and the shelter bridge crossbeam is fixed in the both ends of shelter bridge longeron respectively and constitutes rectangular structure.
Preferably, the bottom inboard of shelter bridge longeron is passed through the connecting seat has still been set up the auxiliary beam, and the auxiliary beam evenly arranges along the length direction of shelter bridge longeron, is parallel to each other between auxiliary beam and the shelter bridge crossbeam simultaneously, and wherein, the joint department of auxiliary beam and connecting seat is provided with the cotter pin that vertically runs through.
Preferably, the top heights of the gallery bridge cross beam and the auxiliary cross beam are consistent with the top height of the dredging platform, and the bottoms of the pattern steel plates are simultaneously abutted against the gallery bridge cross beam, the auxiliary cross beam and the dredging platform.
Preferably, dredge and lead the bench and be provided with the escape canal that extends its length direction and undercut, and the length in escape canal is less than the length of dredging and leading the platform, the length direction in escape canal sets up to inclination, the tank bottom one end in escape canal is provided with and link up in the water guide hole of dredging the platform, the bottom in water guide hole is connected with the drain pipe.
Preferably, the plastic net pad has been laid to the upper end of decorative pattern steel sheet, the both sides of decorative pattern steel sheet and plastic net pad with leave the space between the inboard of corridor bridge longeron, two minor faces in top of decorative pattern steel sheet are provided with bellied chimb, and the plastic net pad is placed in the inboard of chimb.
Compared with the prior art, the beneficial effects of the utility model are that:
(one) through the setting of fixed and supporting part, the gallery bridge longeron can be installed fast fixedly gallery bridge crossbeam and vice crossbeam through the setting of connecting seat, screw bolt and cotter to make whole gallery bridge form a stable basic frame, and for traditional welding mode, make the gallery bridge more convenient when maintaining in the later stage through this mounting means.
(two) through dredging the platform, the escape canal, the setting of decorative pattern steel sheet and plastic net pad etc., not only can improve the antiskid effect of stepping on the tread by a wide margin through laying the plastic net pad, the hollow out construction of net pad simultaneously can make the rainwater on surface fall into on the decorative pattern steel sheet rapidly, and in time discharge through dredging the epaxial escape canal of bench, in addition, the setting of chimb can avoid the rainwater on the plastic net pad to trickle to the both ends of decorative pattern steel sheet, make the rainwater can only dredge to the platform of dredging of both sides, and the plastic net pad is more convenient when maintaining the change in later stage, and the cost is extremely low.
Drawings
FIG. 1 is a schematic view of the overall external three-dimensional structure of the present invention;
fig. 2 is a schematic structural view of a cross section of the gallery bridge of the present invention;
FIG. 3 is a schematic top view of the fixing and supporting portion of the present invention;
fig. 4 is the schematic view of the horizontal structure of the patterned steel plate of the present invention.
In the figure: 100. a fixing and supporting portion; 110. longitudinal beams of the gallery bridge; 120. a connecting seat; 130. a cross beam of the gallery bridge; 140. a secondary cross beam; 150. a threaded bolt; 200. a drainage and treading part; 210. a dredging table; 2101. a drainage ditch; 220. a patterned steel plate; 2201. a convex edge; 230. a plastic grid pad; 240. and a water guide hole.
Detailed Description
In order to make the above objects, features and advantages of the present invention more comprehensible, embodiments of the present invention are described in detail below with reference to the accompanying drawings.
Next, the present invention will be described in detail with reference to the schematic drawings, and in the detailed description of the embodiments of the present invention, for convenience of explanation, the sectional view showing the device structure will not be enlarged partially according to the general scale, and the schematic drawings are only examples, and should not limit the scope of the present invention. In addition, the three-dimensional dimensions of length, width and depth should be included in the actual fabrication.
In order to make the objects, technical solutions and advantages of the present invention clearer, embodiments of the present invention will be described in further detail below with reference to the accompanying drawings.
The utility model provides an elevator shelter bridge drainage structures, its mode through overlap joint and anchor can be installed whole shelter bridge frame fast, can not reduce the whole rigidity and the stability of shelter bridge simultaneously, in addition, can arrange fast to the rainwater that falls into on the shelter bridge and lead, has effectively improved the safety in utilization and the antiskid nature of shelter bridge.
Fig. 1 to 4 are schematic views showing the whole structure of a drainage structure of an elevator gallery bridge according to the present invention, and referring to fig. 1 to 4, the main body of the drainage structure of an elevator gallery bridge according to the present embodiment includes a fixing and supporting portion 100 and a drainage and treading portion 200.
Fixing and supporting part 100, including two mutually parallel gallery bridge longerons 110, the bottom inboard of gallery bridge longerons 110 and distribute connecting seat 120 along its length direction, the inboard of two gallery bridge longerons 110 and the upper end that is located connecting seat 120 overlap joint has gallery bridge crossbeam 130, the both ends of gallery bridge longeron 110 are connected fixedly with well access & exit and building respectively, be welded integrative structure between gallery bridge longeron 110 and connecting seat 120, and connecting seat 120 outstanding inboard in the bottom of gallery bridge longeron 110 and be used for setting up the both ends of gallery bridge crossbeam 130, the junction of gallery bridge crossbeam 130 and connecting seat 120 still sets up the threaded bolt 150 that vertically runs through, and gallery bridge crossbeam 130 is fixed in the both ends of gallery bridge longeron 110 respectively and constitutes the rectangular structure, gallery bridge longeron 110 can install and fix gallery bridge crossbeam 130 through connecting seat 120 and threaded bolt 150, and make the whole gallery bridge form a basic frame, meanwhile, compared with a welding mode, the disassembly, assembly and later maintenance between the gallery bridge longitudinal beam 110 and the gallery bridge cross beam 130 are more convenient through a lap joint and thread connection mode, the structure is simple, the operation is easy, the inner side of the bottom of the gallery bridge longitudinal beam 110 is also provided with the auxiliary cross beam 140 through the connecting seat 120, the auxiliary cross beams 140 are uniformly distributed along the length direction of the gallery bridge longitudinal beam 110, and the auxiliary cross beams 140 are parallel to the gallery bridge cross beam 130 at the same time, wherein, the joint of the auxiliary cross beam 140 and the connecting seat 120 is provided with a pin bolt which longitudinally penetrates through, the auxiliary cross beam 140, the gallery bridge longitudinal beam 110 and the gallery bridge cross beam 130 are mutually matched to form all-directional support for the pattern steel plate 220, so that the pattern steel plate 220 is more stable when bearing pressure, the integral rigidity of the steel plate is improved, in addition, the pin bolt can be directly in a smooth pin rod mode, also can be in a thread mode, and the auxiliary cross beam 140 can be firmly fixed on the connecting seat 120 and the gallery bridge longitudinal beam 110 no matter which mode is adopted, it needs to be understood that, if the form through plain noodles pin pole then is more convenient in the dismouting operation, whole gallery bridge frame's installation effectiveness has been improved greatly, gallery bridge beam 130 and auxiliary beam 140's top height and the top height unanimity of dredging platform 210, decorative pattern steel sheet 220's bottom simultaneously supports and pastes in gallery bridge beam 130, auxiliary beam 140 and dredging platform 210, gallery bridge beam 130 and auxiliary beam 140's top height and the top height unanimity of dredging platform 210 make decorative pattern steel sheet 220 more steady when using, and prevent that it from appearing stepping on pressure and warping.
The drainage and tread part 200 comprises a dredging platform 210 which is arranged at the inner sides of two gallery bridge longitudinal beams 110 and is positioned at the upper end of a connecting seat 120, the top height of the dredging platform 210 is lower than that of the gallery bridge longitudinal beams 110, pattern steel plates 220 are arranged on the dredging platform 210 and gallery bridge cross beams 130, a drainage ditch 2101 which extends along the length direction of the dredging platform 210 and is concave downwards is arranged on the dredging platform 210, the length of the drainage ditch 2101 is smaller than that of the dredging platform 210, the length direction of the drainage ditch 2101 is set to be an inclined angle, one end of the bottom of the drainage ditch 2101 is provided with a water guide hole 240 penetrating through the dredging platform 210, the bottom of the water guide hole 240 is connected with a drainage pipe, when rainwater flows into the gallery bridge and falls onto the pattern steel plates 220, water can naturally flow to the two sides of the pattern steel plates 220 and directly flows into the drainage ditch 2101 of the dredging platform 210, the drainage ditch 2101 can lead the gathered water to flow to the drainage pipe through the water guide hole 240 until the gallery bridge is drained, the arrangement of the dredging table 210 and the drainage ditch 2101 can effectively prevent rainwater from staying on the patterned steel plate 220, the plastic grid pad 230 is laid at the upper end of the patterned steel plate 220, a gap is left between the two sides of the patterned steel plate 220 and the plastic grid pad 230 and the inner side of the gallery bridge longitudinal beam 110, two short edges at the top of the patterned steel plate 220 are provided with convex edges 2201, and the plastic grid pad 230 is laid at the inner side of the convex edges 2201, the anti-skid effect of the gallery bridge surface can be reduced due to the liquid such as rainwater remained on the patterned steel plate 220, and in order to further improve the use safety of the gallery bridge, the anti-skid effect of the tread surface can be greatly improved by laying the plastic grid pad 230, meanwhile, the hollow structure of the grid pad can enable the rainwater on the surface to rapidly fall onto the patterned steel plate 220 and be discharged through the dredging table 210, in addition, the arrangement of the convex edges 2201 can prevent the rainwater on the plastic grid pad 230 from flowing to the two ends of the patterned steel plate 220, the rainwater can only be drained to the drainage platforms 210 at two sides, and the plastic grid pad 230 is more convenient to maintain and replace at the later stage, and the cost is extremely low.
In summary, in the elevator gallery bridge drainage structure of the present embodiment, first, two ends of a gallery bridge longitudinal beam 110 are respectively connected and fixed with a hoistway entrance and a building, then the gallery bridge cross beam 130 and the auxiliary cross beam 140 are installed and fixed through the connecting seat 120, the threaded bolt 150 and the pin bolt, and the whole gallery bridge forms a basic frame, and finally, the pattern steel plate 220 and the plastic grid pad 230 are sequentially laid, where the anti-skid effect of the tread surface can be greatly improved by laying the plastic grid pad 230, and meanwhile, the hollow structure of the grid pad can enable rainwater on the surface to rapidly fall onto the pattern steel plate 220 and be drained through the dredging platform 210.
While the invention has been described above with reference to an embodiment, various modifications may be made and equivalents may be substituted for elements thereof without departing from the scope of the invention. In particular, as long as there is no structural conflict, the various features of the disclosed embodiments of the present invention can be used in any combination with each other, and the non-exhaustive description of these combinations in this specification is merely for the sake of brevity and resource conservation. Therefore, it is intended that the invention not be limited to the particular embodiments disclosed, but that the invention will include all embodiments falling within the scope of the appended claims.

Claims (6)

1. An elevator gallery bridge drainage structure, comprising:
the fixing and supporting part (100) comprises two gallery bridge longitudinal beams (110) which are parallel to each other, connecting seats (120) are distributed on the inner sides of the bottoms of the gallery bridge longitudinal beams (110) along the length direction of the gallery bridge longitudinal beams, and gallery bridge cross beams (130) are lapped on the inner sides of the two gallery bridge longitudinal beams (110) and positioned at the upper ends of the connecting seats (120);
drainage and portion of trampling (200), including set up in two shelter bridge longeron (110) are inboard, and are located dredge platform (210) of leading of connecting seat (120) upper end, and dredge the top height that the top height of leading platform (210) is less than shelter bridge longeron (110), it is provided with decorative pattern steel sheet (220) on platform (210) and the shelter bridge crossbeam (130) to dredge.
2. The elevator gallery bridge drainage structure of claim 1, wherein: the both ends of gallery bridge longeron (110) are connected fixedly with well access & exit and building respectively, be welding body structure between gallery bridge longeron (110) and connecting seat (120), and connecting seat (120) salient in the bottom inboard of gallery bridge longeron (110) and be used for setting up two tip of gallery bridge crossbeam (130), gallery bridge crossbeam (130) still sets up threaded bolt (150) that vertically runs through with the junction of connecting seat (120), and gallery bridge crossbeam (130) are fixed in the both ends of gallery bridge longeron (110) respectively and constitute the rectangular structure.
3. The elevator gallery bridge drainage structure of claim 2, wherein: the bottom of gallery bridge longeron (110) is inboard to be passed through connecting seat (120) still has set up auxiliary cross beam (140), and auxiliary cross beam (140) evenly arranges along the length direction of gallery bridge longeron (110), is parallel to each other between auxiliary cross beam (140) and gallery bridge crossbeam (130) simultaneously, and wherein, the department of linking of auxiliary cross beam (140) and connecting seat (120) is provided with the cotter pin that vertically runs through.
4. The elevator gallery bridge drainage structure of claim 1, wherein: the top height of the gallery bridge cross beam (130) and the auxiliary cross beam (140) is consistent with the top height of the dredging platform (210), and the bottom of the pattern steel plate (220) abuts against the gallery bridge cross beam (130), the auxiliary cross beam (140) and the dredging platform (210) at the same time.
5. The elevator gallery bridge drainage structure of claim 4, wherein: the dredging table is characterized in that a drainage ditch (2101) which extends in the length direction and is recessed downwards is arranged on the dredging table (210), the length of the drainage ditch (2101) is smaller than that of the dredging table (210), the length direction of the drainage ditch (2101) is set to be an inclined angle, one end of the bottom of the drainage ditch (2101) is provided with a water guide hole (240) which penetrates through the dredging table (210), and the bottom of the water guide hole (240) is connected with a drainage pipe.
6. The elevator gallery bridge drainage structure of claim 5, wherein: plastic grid pads (230) are laid on the upper ends of the pattern steel plates (220), gaps are reserved between the two sides of the pattern steel plates (220) and the plastic grid pads (230) and the inner sides of the gallery bridge longitudinal beams (110), two short edges of the tops of the pattern steel plates (220) are provided with convex flanges (2201), and the plastic grid pads (230) are placed on the inner sides of the convex flanges (2201).
CN202220156857.2U 2022-01-20 2022-01-20 Drainage structure of elevator gallery bridge Active CN217268028U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN202220156857.2U CN217268028U (en) 2022-01-20 2022-01-20 Drainage structure of elevator gallery bridge

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN202220156857.2U CN217268028U (en) 2022-01-20 2022-01-20 Drainage structure of elevator gallery bridge

Publications (1)

Publication Number Publication Date
CN217268028U true CN217268028U (en) 2022-08-23

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ID=82896143

Family Applications (1)

Application Number Title Priority Date Filing Date
CN202220156857.2U Active CN217268028U (en) 2022-01-20 2022-01-20 Drainage structure of elevator gallery bridge

Country Status (1)

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CN (1) CN217268028U (en)

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Legal Events

Date Code Title Description
GR01 Patent grant
GR01 Patent grant
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: Drainage structure of elevator corridor bridge

Effective date of registration: 20221026

Granted publication date: 20220823

Pledgee: Shandong Pingyi Rural Commercial Bank Co.,Ltd.

Pledgor: ASIA FUJI ELEVATOR (LINYI) Co.,Ltd.

Registration number: Y2022980019860

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: 20231023

Granted publication date: 20220823

Pledgee: Shandong Pingyi Rural Commercial Bank Co.,Ltd.

Pledgor: ASIA FUJI ELEVATOR (LINYI) Co.,Ltd.

Registration number: Y2022980019860