CN209339019U - A kind of anti-wind and snow Lang Peng of steel and concrete structure - Google Patents
A kind of anti-wind and snow Lang Peng of steel and concrete structure Download PDFInfo
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- CN209339019U CN209339019U CN201821966828.2U CN201821966828U CN209339019U CN 209339019 U CN209339019 U CN 209339019U CN 201821966828 U CN201821966828 U CN 201821966828U CN 209339019 U CN209339019 U CN 209339019U
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Abstract
A kind of anti-wind and snow Lang Peng of steel and concrete structure, belongs to transportation facilities technology, for preventing wind and snow from influencing traffic.Its technical solution is: multiple columns are arranged sequentially the two sides of Lang Peng, the lower end of column is embedded in ground, the upper end of the column of the two sides Lang Peng is connected by stringer respectively, stringer is fashioned iron, top surface frame is connected between the stringer of the two sides Lang Peng, top surface frame is the structural steel frame being bent upwards, the both ends of top surface frame and stringer are connected by bolt fastening, top surface is arc-shaped steel corrugated plating, top surface is laid on top surface frame, and top surface is connected with top surface frame by bolt, and metope is flat steel corrugated plating, metope is laid on the two sides of Lang Peng, and metope is connected with column by bolt.The utility model is simple and light, compression strength is big, easy for construction quick, it is not only able to meet the requirement for resisting wind and snow weather, and have the advantages that the construction period is short, construction cost is low, it can be worth of widely use to resist wind and snow, guaranteeing that traffic provides a kind of job facilities.
Description
Technical field
The utility model relates to a kind of anti-wind and snow Lang Peng, belong to transportation facilities technology.
Background technique
In China remote districts, natural conditions very dislike summary, strong wind or wind and snow weather often occur, go on a journey for personnel
It influences very big.Especially respective road segment is averaged 8 grades or more of strong wind throughout the year, and to vehicle to run, there are great security risks, such as
Fruit, which encounters the weather that snows, to walk, and seriously affected traffic, bring great inconvenience to production development and people's lives.With
The enhancing of national economic strength and the progress of technology, this natural status is changed using engineering measure and has become possibility, because
This engineers and technicians can resist the facility of wind and snow it is necessary to develop, and to guarantee that traffic is unobstructed, set forward the development of production and protect
Hinder the trip of people.
Steel corrugated plating is a kind of New Building Materials, steel corrugated plating have light-weight, ductility is good, non-deformability is strong,
It is at low cost, be conducive to the advantages that environmental protection, while quick construction is convenient, can significantly save the duration, in traffic engineering and
It is used widely in the facilities such as tunnel, culvert, underground pipe gallery, barricade in municipal works.Since wind resistance snow facility has length
The feature that degree is long, wind resistance snow ability is strong, construction work amount is big, construction cost is low, traditional reinforced concrete structure is in construction
There is significant limitation, is not able to satisfy the requirement of construction, and steel corrugated plating has advantage at many aspects, therefore uses steel ripple
Plate is fabulous selection as the main member of wind resistance snow facility, facilitates the implementation of engineering.
Utility model content
The technical problem to be solved by the utility model is to provide a kind of anti-wind and snow Lang Peng of steel and concrete structure, this Lang Peng is adopted
It uses steel corrugated plating as main member, has the advantages that portable construction, compression strength are big, construction is quick, at low cost, can resist
Wind and snow guarantees that traffic is unobstructed, and people's trip is made to be no longer influenced by the influence of extreme natural environment.
The technical solution for solving above-mentioned technical problem is:
A kind of anti-wind and snow Lang Peng of steel and concrete structure, it is made of column, stringer, top surface frame, top surface, metope, and column is
Steel and concrete structure, multiple columns are arranged sequentially the two sides of Lang Peng, and the lower end of column is embedded in ground, the column of the two sides Lang Peng it is upper
End is connected by stringer respectively, and stringer is fashioned iron, and top surface frame is connected between the stringer of the two sides Lang Peng, and top surface frame is to be bent up
Bent structural steel frame, the both ends of top surface frame and stringer are connected by bolt fastening, and top surface is arc-shaped steel corrugated plating, and top surface is laid on
On top surface frame, top surface is connected with top surface frame by bolt, and metope is flat steel corrugated plating, and metope is laid on the two of Lang Peng
Side, metope are connected with column by bolt.
The anti-wind and snow Lang Peng of above-mentioned steel and concrete structure, the column is by steel core, bellows, coagulation local soil type at steel core is I-shaped
Steel, channel steel, H profile steel or other profiles, bellows-sheathed are poured concrete in steel core periphery, bellows, and concrete is in bellows
It is interior to be integrated with steel core casting.
The anti-wind and snow Lang Peng of above-mentioned steel and concrete structure, the top surface frame are made of crossbeam and pull rod, and crossbeam is to be bent upwards
Arc, multiple crossbeams are arranged in parallel, and crossbeam is vertical with the length direction of Lang Peng, and the both ends of crossbeam are vertical with the two sides Lang Peng respectively
Beam is connected, and more pull rods are placed in parallel along the length direction of Lang Peng, and more pull rods are connected with crossbeam respectively, crossbeam and drawing
Bar forms grid-like framework.
The anti-wind and snow Lang Peng of above-mentioned steel and concrete structure, the column and metope connects using connecting plate, connecting plate for angle steel or
Channel steel, connecting plate are located at the two sides of column along strut length direction, and a right-angle side of connecting plate is mixed in column casting
It is connected by bolt with the tube wall of the bellows of column before solidifying soil, has connecting screw hole on another right-angle side of connecting plate, is connected
Plate is connected by bolt with metope.
The anti-wind and snow Lang Peng of above-mentioned steel and concrete structure, the metope uses single layer steel corrugated plating, or uses clad steel corrugated plating,
Or the clad steel corrugated plating using intermediate concrete perfusion.
The beneficial effects of the utility model are:
The utility model can be provided securely using the column of steel and concrete structure and stringer, the top surface frame of fashioned iron for Lang Peng
Support and connection；Metope and top surface using steel corrugated plating as Lang Peng can be such that the metope of Lang Peng and top surface has good
Resistance to compression and non-deformability, and alleviate the weight of top surface and metope；Corridor canopy each section is connected using bolt, is easy to implement
Component batch production production and assembly type construction, substantially reduce the construction time at scene.
The utility model is simple and light, compression strength is big, easy for construction quick, is not only able to meet and resists wind and snow day
The requirement of gas, and have the advantages that the construction period is short, construction cost is low, it can be to resist wind and snow, guarantee that traffic is unobstructed, make one
Go on a journey and be no longer influenced by the influence of extreme natural environment a kind of job facilities are provided, be worth of widely use.
Detailed description of the invention
Fig. 1 is the structural schematic diagram of the utility model；
Fig. 2 is the side view of Fig. 1；
Fig. 3 is the section view of column.
In figure mark it is as follows: column 1, stringer 2, top surface frame 3, top surface 4, metope 5, steel core 6, bellows 7, concrete eight,
Connecting plate 9, bolt 10, crossbeam 11, pull rod 12.
Specific embodiment
The utility model is made of column 1, stringer 2, top surface frame 3, top surface 4, metope 5.Overall structure component is all adopted
It with the factorial production, is bolted at the scene, the duration can be greatly shortened.
Fig. 1,2 displays, column 1 is steel and concrete structure, and multiple columns 1 are arranged sequentially the two sides of Lang Peng, and the lower end of column 1 is buried
It is located at ground, the upper end of the column 1 of the two sides Lang Peng is connected by stringer 2 respectively.
Fig. 3 shows that column 1 is made of steel core 6, bellows 7, concrete eight.Steel core 6 be I-steel, channel steel, H profile steel or its
Its fashioned iron, the upright skeleton as column 1 of steel core 6.7 sets of bellows has resistance to compression and resistance to deformation in 6 periphery of steel core, bellows 7
Ability.Concrete is poured in bellows 7, concrete eight is integrated in bellows 7 with the casting of steel core 6.Using the vertical of this structure
Column 1 has very strong resistance to compression, non-deformability, while having very high intensity, is hardly damaged under severe natural environment, can
To play firm supporting role.Such construction of column 1 had not only saved the duration but also structural strength can be improved, opposite speed of application
Also it can improve.
Fig. 1,2 displays, stringer 2 is fashioned iron, and fashioned iron can select I-steel, channel steel, can also use other fashioned iron.Stringer
2 are connected using bolt with column 1, and column 1 places square plate, square plate and column in production, in the top surface of column 1
Steel core 6 among 1 is welded to connect, and screw hole is arranged on square plate, when column 1 and stringer 2 are installed, by stringer 2 and 1 top surface of column
Steel plate be connected by bolt.
Fig. 1,2 are shown, top surface frame 3 are connected between the stringer 2 of the two sides Lang Peng, top surface frame 3 is for installing top surface, simultaneously
Also the two sides Lang Peng are connected as one.Top surface frame 3 is made of crossbeam 11 and pull rod 12, and crossbeam 11 is the arc being bent upwards,
Multiple crossbeams 11 are arranged in parallel, and crossbeam 11 is vertical with the length direction of Lang Peng, and the both ends of crossbeam 11 are vertical with the two sides Lang Peng respectively
Beam 2 is connected by bolt, and more pull rods 12 are placed in parallel along the length direction of Lang Peng, more pull rods 12 respectively with 11 phase of crossbeam
Connection, crossbeam 11 and pull rod 12 form grid-like framework, and crossbeam 11 and pull rod 12 can select the angle steel of big specification, can also select
With other fashioned iron
Fig. 1,2 displays, top surface 4 are that arc-shaped steel corrugated plating is assembled, and steel corrugated plating assembly is mature technology, is repeated no more.
Top surface 4 is laid on top surface frame 3, and top surface 4 is connected with top surface frame 3 by bolt.Arc-shaped steel corrugated plating and common steel plate
It compares, has the characteristics that light, resistance to compression, non-deformability are strong, the top surface particularly suitable as culvert, tunnel uses, therefore
Using most suitable in corridor booth structure.
Fig. 1,2 displays, metope 5 are that flat steel corrugated plating is assembled, and metope 5 is laid on the two sides of Lang Peng, metope 5 and column 1
It is connected by bolt.Metope 5 uses single layer steel corrugated plating, or uses clad steel corrugated plating, or using intermediate concrete perfusion
Clad steel corrugated plating.Metope using steel corrugated plating as Lang Peng can make the metope of Lang Peng have good resistance to compression and resistance
Shape ability, and alleviate the weight of metope.
Fig. 2 shows that, for the ease of daylighting inside corridor canopy, top surface 4 and metope 5 are equipped with translucent material.
Fig. 3 is shown, when metope 5 is connect with column 1, is attached using connecting plate 9.Connecting plate 9 is angle steel or channel steel, is connected
Fishplate bar 9 is located at the two sides of column 1 along 1 length direction of column.One right-angle side of connecting plate 9 is by bolt 10 and column 1
The tube wall of bellows 7 be connected, bolt 10 is put into before column 1 is poured concrete.Have on another right-angle side of connecting plate 9
Connecting plate 9 is connected by connecting screw hole, connection bolt by the connecting screw hole of connecting plate 9 with metope 5.
The hangar tunnel that the utility model can also be used as anti-wind and snow uses, and in the both ends installation door of hangar tunnel, is arranged in road,
It when encountering wind and snow weather, is temporarily stopped for pedestrian and vehicle, wind sheltering resisting cold.
One embodiment of the utility model is as follows:
The steel core 6 of column 1 uses H profile steel, and H profile steel specification is 300 × 300 × 10 × 15, and the diameter of bellows 7 is
600mm；
Connecting plate 9 uses channel steel, and the specification of channel steel is 20b；
Stringer 2 uses H profile steel, and H profile steel specification is 300 × 300 × 10 × 15；
The crossbeam 11 of top surface frame 3 uses angle steel using H profile steel, pull rod 12, and H profile steel specification is 200 × 200 × 8 × 12,
Angle steel specification is 10#；
The specification of the steel corrugated plating of top surface 4 is waveform 300 × 110, thickness 6mm；
The specification of the steel corrugated plating of metope 5 is waveform 200 × 55, thickness 6mm.
Claims (5)
1. a kind of anti-wind and snow Lang Peng of steel and concrete structure, it is characterised in that: it is by column (1), stringer (2), top surface frame (3), top
Face (4), metope (5) composition, column (1) is steel and concrete structure, and multiple columns (1) are arranged sequentially the two sides of Lang Peng, column (1)
Lower end is embedded in ground, and the upper end of the column (1) of the two sides Lang Peng is connected by stringer (2) respectively, and stringer (2) is fashioned iron, Lang Peng
Top surface frame (3) are connected between the stringer (2) of two sides, top surface frame (3) is the structural steel frame being bent upwards, top surface frame (3)
Both ends connect with stringer (2) by bolt fastening, top surface (4) be arc-shaped steel corrugated plating, top surface (4) are laid on top surface frame (3)
On, top surface (4) are connected with top surface frame (3) by bolt, and metope (5) is flat steel corrugated plating, and metope (5) is laid on Lang Peng's
Two sides, metope (5) are connected with column (1) by bolt.
2. the anti-wind and snow Lang Peng of steel and concrete structure according to claim 1, it is characterised in that: the column (1) is by steel core
(6), bellows (7), concrete (8) composition, steel core (6) are I-steel or channel steel or H profile steel or other fashioned iron, bellows
(7) cover in steel core (6) periphery, be poured concrete (8) in bellows (7), concrete (8) in bellows (7) with fashioned iron core (6)
Casting is integrated.
3. the anti-wind and snow Lang Peng of steel and concrete structure according to claim 1, it is characterised in that: the top surface frame (3) is by cross
Beam (11) and pull rod (12) composition, crossbeam (11) be the arc being bent upwards, and multiple crossbeams (11) are arranged in parallel, crossbeam (11) and
The length direction of Lang Peng is vertical, and the both ends of crossbeam (11) are connected with the stringer of the two sides Lang Peng (2) respectively, more pull rod (12) edges
The length direction of Lang Peng be placed in parallel, more pull rods (12) are connected with crossbeam (11) respectively, crossbeam (11) and pull rod (12)
Form grid-like framework.
4. the anti-wind and snow Lang Peng of steel and concrete structure according to claim 1, it is characterised in that: the column (1) and metope (5)
It is connected using connecting plate (9), connecting plate (9) is angle steel or channel steel, and connecting plate (9) is located at along column (1) length direction
The two sides of column (1), a right-angle side of connecting plate (9) is before column (1) casting concrete (8) by bolt (10) and column
(1) tube wall of bellows (7) is connected, and has connecting screw hole on another right-angle side of connecting plate (9), and connecting plate (9) passes through
Bolt is connected with metope (5).
5. the anti-wind and snow Lang Peng of steel and concrete structure according to claim 1, it is characterised in that: the metope (5) uses single layer
Steel corrugated plating, or clad steel corrugated plating is used, or using the clad steel corrugated plating of intermediate concrete perfusion.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201821966828.2U CN209339019U (en) | 2018-11-27 | 2018-11-27 | A kind of anti-wind and snow Lang Peng of steel and concrete structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201821966828.2U CN209339019U (en) | 2018-11-27 | 2018-11-27 | A kind of anti-wind and snow Lang Peng of steel and concrete structure |
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| Publication Number | Publication Date |
|---|---|
| CN209339019U true CN209339019U (en) | 2019-09-03 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201821966828.2U Active CN209339019U (en) | 2018-11-27 | 2018-11-27 | A kind of anti-wind and snow Lang Peng of steel and concrete structure |
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| CN (1) | CN209339019U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111441268A (en) * | 2020-04-11 | 2020-07-24 | 新疆交通建设集团股份有限公司 | Windproof snow shed tunnel construction method |
| CN115370198A (en) * | 2022-09-23 | 2022-11-22 | 中铁建工集团有限公司 | Construction method and structure of assembled canopy |
-
2018
- 2018-11-27 CN CN201821966828.2U patent/CN209339019U/en active Active
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111441268A (en) * | 2020-04-11 | 2020-07-24 | 新疆交通建设集团股份有限公司 | Windproof snow shed tunnel construction method |
| CN115370198A (en) * | 2022-09-23 | 2022-11-22 | 中铁建工集团有限公司 | Construction method and structure of assembled canopy |
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