CN214659089U - Slope for vehicle passing - Google Patents

Slope for vehicle passing Download PDF

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Publication number
CN214659089U
CN214659089U CN202120708859.3U CN202120708859U CN214659089U CN 214659089 U CN214659089 U CN 214659089U CN 202120708859 U CN202120708859 U CN 202120708859U CN 214659089 U CN214659089 U CN 214659089U
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China
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steel
section steel
shaped steel
floor
section
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CN202120708859.3U
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Inventor
张潇
薛晓波
孙成
宋剑波
卫峰
李沐桥
孙雪
唐筠
祝广伟
顾文斌
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China Construction First Group Corp Ltd
First Construction Co Ltd of China Construction First Group Corp Ltd
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China Construction First Group Corp Ltd
First Construction Co Ltd of China Construction First Group Corp Ltd
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Abstract

The utility model relates to a slope for vehicle is current, relate to steel construction technology's field, it includes the shaped steel stand of fixed connection in the floor, fixed connection is in the shaped steel girder of shaped steel stand, fixed connection is in the shaped steel secondary beam and the surface course steel sheet of fixed connection in the shaped steel secondary beam of shaped steel girder, the length direction perpendicular to face place plane of shaped steel stand, the shaped steel girder is located the tip that the floor was kept away from to the shaped steel stand, the shaped steel secondary beam is located one side that the shaped steel stand was kept away from to the shaped steel girder, the length direction of shaped steel secondary beam is perpendicular with the length direction of shaped steel girder, the surface course steel sheet is located one side that the shaped steel girder was kept away from to the shaped steel secondary beam, be equipped with the contained angle between surface course steel sheet and the floor. This application has the effect that improves the efficiency of construction.

Description

Slope for vehicle passing
Technical Field
The application relates to the field of steel structure construction technology, in particular to a slope for vehicle passing.
Background
The steel structure engineering is a structure mainly made of steel, is one of main building structure types, and is widely applied to the fields of large-scale factory buildings, bridges, venues, super-high buildings and the like.
The hoisting of steel columns, steel beams and other members usually adopts a truck crane form, and the hoisting is carried out nearby, a slope channel is required to be made before the hoisting, so that a crane can be smoothly driven to a hoisting area, and particularly, the hoisting is carried out on projects with peripheral roads of the projects far away from a hoisting surface and needing to be driven to a floor slab. At present, a way of pouring a reinforced concrete slope is usually adopted to manufacture a slope channel, however, the construction and maintenance cycle of the way is long, and the slope channel is also required to be chiseled and broken at the later stage, which is very troublesome.
Aiming at the related technologies, the inventor considers that the construction and maintenance period of the reinforced concrete slope is long, the reinforced concrete slope needs to be chiseled and broken at the later stage, and the defects that the construction progress is not facilitated exist.
SUMMERY OF THE UTILITY MODEL
In order to improve the efficiency of construction, this application provides a slope for vehicle is current.
The application provides a slope for vehicle is current adopts following technical scheme:
the utility model provides a slope for vehicle is current, include fixed connection in shaped steel stand, the fixed connection of floor in shaped steel girder, the fixed connection of shaped steel stand in shaped steel secondary beam and the fixed connection of shaped steel girder in the surface course steel sheet of shaped steel secondary beam, the length direction perpendicular to of shaped steel stand the face place plane, the shaped steel girder is located the shaped steel stand is kept away from the tip of floor, the shaped steel secondary beam is located the shaped steel girder is kept away from one side of shaped steel stand, the length direction of shaped steel secondary beam with the length direction of shaped steel girder is perpendicular, the surface course steel sheet is located the shaped steel secondary beam is kept away from one side of shaped steel girder, the surface course steel sheet with be equipped with the contained angle between the floor.
Through adopting above-mentioned technical scheme, can be used for the highest point and the peripheral road parallel and level on the current slope of vehicle, the crane that the steel construction hoist and mount was used is direct from peripheral road through the steel construction inclined plane down to the floor on, hoist and mount nearby. Compared with a reinforced concrete slope, the steel structure slope is quick and convenient to construct, short in maintenance period, free of chiseling and breaking concrete in the later period and favorable for improving construction efficiency.
Preferably, the surface of the surface layer steel plate far away from the section steel secondary beam is fixedly connected with an anti-slip reinforcing bar, and the length direction of the anti-slip reinforcing bar is intersected with the length direction of the surface layer steel plate.
By adopting the technical scheme, the friction force between the floor surface and the crane is increased by utilizing the anti-skidding reinforcing steel bars, the slipping condition of the crane on the floor surface is reduced, and the running stability of the crane on the floor is improved.
Preferably, the surface of the anti-skid reinforcing steel bar is provided with threads.
Through adopting above-mentioned technical scheme, the frictional force of floor surface and crane is further strengthened in the setting of screw thread, improves crane stability of traveling.
Preferably, the floor with between the shaped steel stand with between the shaped steel girder with between the shaped steel secondary beam, the shaped steel secondary beam with between the surface course steel sheet and the surface course steel sheet with between the antiskid reinforcing bar, all adopt welding mode to fix, the welding seam is fillet weld and full weld.
Through adopting above-mentioned technical scheme, make the welding position can bear the power and the moment of various directions, the leakproofness is good, welding strength is big, is favorable to guaranteeing the bulk strength that is used for the current slope of vehicle.
Preferably, the floor slab is fixedly connected with a back-jacking structure on the side far away from the section steel upright post.
Through adopting above-mentioned technical scheme, the setting of back of the body structure plays powerful support and bearing effect to the floor, is favorable to reducing the condition emergence that the crane damaged the floor.
Preferably, the roof return structure comprises a jacking abutting the floor.
Through adopting above-mentioned technical scheme, what the top held in the palm is provided with does benefit to the reinforcing and returns the support and the bearing effect of top structure to the floor, guarantees the wholeness ability that is used for the current slope of vehicle.
Preferably, a bottom plate is fixedly connected between the profile steel stand column and the floor slab, and the contact area of the bottom plate and the profile steel stand column is larger than that of the bottom plate and the floor slab.
Through adopting above-mentioned technical scheme, the steel sheet can increase the stress area of floor, reduces the pressure of shaped steel stand to the floor, and then is favorable to strengthening the overall stability who is used for the current slope of vehicle.
Preferably, the number of the section steel columns at the same position in the length direction of the surface layer steel plate is three, and the three section steel columns are distributed in the width direction of the surface layer steel plate.
Through adopting above-mentioned technical scheme, set up three shaped steel stand in surface course steel sheet length direction's same position, be favorable to improving support and bearing effect to surface course steel sheet, effectively improve the overall structure intensity that is used for the current slope of vehicle.
In summary, the present application includes at least one of the following beneficial technical effects:
1. compared with a reinforced concrete slope, the slope for vehicle passing is quick and convenient to construct, short in maintenance period, free of chiseling and breaking concrete in the later period and beneficial to improvement of construction efficiency;
2. a plurality of anti-skidding reinforcing steel bars are welded on the surface of the surface layer steel plate, threads are arranged on the surfaces of the anti-skidding reinforcing steel bars, and when a crane runs on the surface layer steel plate, the situation that the crane skids is favorably reduced.
Drawings
FIG. 1 is a schematic structural view of a ramp for vehicle traffic in the present application;
fig. 2 is an enlarged schematic view of a portion a of fig. 1.
Reference numerals: 1. a floor slab; 2. a section steel main beam; 3. a profile steel secondary beam; 4. a surface layer steel plate; 5. anti-skid reinforcing steel bars; 6. a section steel upright post; 7. a back-jacking structure; 8. jacking; 9. a base plate.
Detailed Description
The present application is described in further detail below with reference to figures 1-2.
The embodiment of the application discloses a slope for vehicle passing.
Referring to fig. 1 and 2, a slope for vehicle passage includes a section steel pillar 6 welded perpendicularly to a surface of a floor slab 1, a section steel main beam 2 welded to an end of the section steel pillar 6, a section steel sub-beam 3 welded to a side of the section steel main beam 2, and a deck steel plate 4 welded to a side of the section steel sub-beam 3. The section steel main beam 2 is positioned at the end part of the section steel upright post 6 far away from the floor slab 1, and the length direction of the section steel main beam 2 is the same as that of the surface layer steel plate 4; the profiled steel secondary beam 3 is positioned between the profiled steel main beam 2 and the surface steel plate 4, and the length direction of the profiled steel secondary beam 3 is vertical to the length direction of the surface steel plate 4. The surface steel plate 4 is inclined to the surface of the floor slab 1.
Through adopting above setting, when the crane need be gone to floor 1 from peripheral road on, with the one end of surface course steel sheet 4 and peripheral road parallel and level, the other end slope is in floor 1 surface, the fungible reinforced concrete slope. This a slope for vehicle is current compares with reinforced concrete slope, and the construction is convenient, and maintenance cycle is short, and the later stage need not to pick the chisel and breaks away the concrete, is favorable to guaranteeing the efficiency of construction. Shaped steel stand 6, shaped steel girder 2 and shaped steel secondary beam 3 cooperate jointly, play the strong supporting role that is favorable to surface course steel sheet 4, improve the bulk strength that is used for the current slope of vehicle greatly.
Referring to fig. 1 and 2, a plurality of anti-slip reinforcing steel bars 5 are welded and distributed on the surface of the surface layer steel plate 4 far away from the section steel secondary beam 3, the length direction of the anti-slip reinforcing steel bars 5 is perpendicular to the length direction of the surface layer steel plate 4, the length of the anti-slip reinforcing steel bars 5 is equal to the width of the surface layer steel plate 4, and the anti-slip reinforcing steel bars 5 are arranged at equal intervals. The anti-slip reinforcing bar 5 may be a reinforcing bar with threads on the surface. Through the setting that adopts anti-skidding reinforcing bar 5, effectively strengthen the roughness on surface course steel sheet 4 surfaces, reduce the condition that the crane skidded on surface course steel sheet 4 surfaces and take place, improve the stability of traveling of crane.
Referring to fig. 1 and 2, the profile steel columns 6 in the length direction of the surface steel plate 4 are arranged to be a plurality of and uniformly distributed, the number of the profile steel columns 6 at the same position in the length direction is three, two of the profile steel columns are respectively located at two sides of the width direction of the surface steel plate 4, and the remaining one is located at the middle position of the width direction of the surface steel plate 4. A bottom plate 9 is welded between the section steel upright 6 and the floor, and the contact area of the bottom plate 9 and the floor slab 1 is larger than that of the floor slab 1 and the section steel upright 6.
Through the arrangement, the steel upright 6 which is regularly arranged has a powerful supporting effect on the surface steel plate 4, and the overall structural strength of the slope for the vehicle to pass through is greatly improved. The setting of bottom plate 9 is favorable to increasing floor 1's lifting surface, reduces shaped steel stand 6 to floor 1's pressure, reduces the harm to floor 1, is favorable to strengthening shaped steel stand 6's stability simultaneously.
All the welding modes adopt fillet welding and full welding. The fillet weld and the full-length welding mode enable the welding position to bear the force and the moment in various directions, the welding strength is high, the welding strength is favorably ensured, and the overall structural strength of the slope for vehicle passing is ensured.
Referring to fig. 1 and 2, floor 1 is provided with back-jacking structure 7 in the side of keeping away from shaped steel stand 6, and back-jacking structure 7 includes the reinforcing bar and supports the support 8 of tightly being connected with floor 1, and support 8 is located the steel pipe top, adopts the square steel to be stupefied as the main back of the body in the support 8. Through the arrangement, the back-jacking structure 7 plays a powerful supporting and bearing role on the floor slab 1, and is favorable for ensuring the overall strength of the floor slab 1. The steel pipe and the top support 8 are arranged, so that the supporting and bearing effects of the back-jacking structure 7 are further guaranteed, and the overall strength is guaranteed.
The implementation principle of the embodiment is as follows: when a crane needs to drive to the floor slab 1 from the peripheral road, one end of the surface steel plate 4 is flush with the peripheral road, and the other end of the surface steel plate is connected with the surface of the floor slab 1, so that the reinforced concrete slope is replaced. This a slope for vehicle is current compares with reinforced concrete slope, and construction is convenient, maintenance cycle is short, and the later stage need not to pick and chive and breaks away the concrete, is favorable to guaranteeing the efficiency of construction.
Shaped steel stand 6, shaped steel girder 2 and shaped steel secondary beam 3 cooperate jointly, play the strong supporting role that is favorable to surface course steel sheet 4, improve the bulk strength that is used for the current slope of vehicle greatly. Fillet weld and full weld's welding mode are favorable to guaranteeing welding strength, guarantee to be used for the overall structure intensity of the current slope of vehicle.
The above embodiments are preferred embodiments of the present application, and the protection scope of the present application is not limited by the above embodiments, so: all equivalent changes made according to the structure, shape and principle of the present application shall be covered by the protection scope of the present application.

Claims (8)

1. A ramp for vehicle traffic characterized by: comprises a section steel upright post (6) fixedly connected with a floor slab (1), a section steel main beam (2) fixedly connected with the section steel upright post (6), a section steel secondary beam (3) fixedly connected with the section steel main beam (2) and a surface steel plate (4) fixedly connected with the section steel secondary beam (3), the length direction of the section steel upright post (6) is vertical to the plane of the floor slab (1), the section steel main beam (2) is positioned at the end part of the section steel upright post (6) far away from the floor slab (1), the section steel secondary beam (3) is positioned on one side of the section steel main beam (2) far away from the section steel upright post (6), the length direction of the section steel secondary beam (3) is vertical to the length direction of the section steel main beam (2), the surface steel plate (4) is positioned on one side of the section steel secondary beam (3) far away from the section steel main beam (2), an included angle is formed between the surface layer steel plate (4) and the floor slab (1).
2. A ramp for vehicle traffic according to claim 1, characterized in that: the surface layer steel plate (4) is far away from the surface of the section steel secondary beam (3) and fixedly connected with anti-skidding reinforcing steel bars (5), and the length direction of the anti-skidding reinforcing steel bars (5) is intersected with the length direction of the surface layer steel plate (4).
3. A ramp for vehicle traffic according to claim 2, characterized in that: the surface of the anti-skid reinforcing steel bar (5) is provided with threads.
4. A ramp for vehicle traffic according to claim 2, characterized in that: floor (1) with between shaped steel stand (6) with between shaped steel girder (2) with between shaped steel secondary beam (3) with between surface course steel sheet (4) and surface course steel sheet (4) with between anti-skidding reinforcing bar (5), all adopt the welding mode to fix, the welding seam is fillet weld and full weld.
5. A ramp for vehicle traffic according to claim 1, characterized in that: the floor (1) is far away from the side surface of the section steel upright post (6) and is fixedly connected with a back-jacking structure (7).
6. A ramp for vehicle traffic according to claim 5, characterized in that: the back-jacking structure (7) comprises a jacking (8) which is abutted against the floor slab (1).
7. A ramp for vehicle traffic according to claim 1, characterized in that: the structural steel column (6) is fixedly connected with a bottom plate (9) between the floor plates (1), and the contact area of the bottom plate (9) and the structural steel column (6) is larger than that of the bottom plate (9) and the floor plates (1).
8. A ramp for vehicle traffic according to claim 1, characterized in that: the steel section columns (6) at the same position in the length direction of the surface steel plate (4) are three, and the three steel section columns (6) are distributed in the width direction of the surface steel plate (4).
CN202120708859.3U 2021-04-07 2021-04-07 Slope for vehicle passing Active CN214659089U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN202120708859.3U CN214659089U (en) 2021-04-07 2021-04-07 Slope for vehicle passing

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN202120708859.3U CN214659089U (en) 2021-04-07 2021-04-07 Slope for vehicle passing

Publications (1)

Publication Number Publication Date
CN214659089U true CN214659089U (en) 2021-11-09

Family

ID=78460046

Family Applications (1)

Application Number Title Priority Date Filing Date
CN202120708859.3U Active CN214659089U (en) 2021-04-07 2021-04-07 Slope for vehicle passing

Country Status (1)

Country Link
CN (1) CN214659089U (en)

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