CN203452805U - Angle steel combination corrugated steel plate component - Google Patents

Angle steel combination corrugated steel plate component Download PDF

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Publication number
CN203452805U
CN203452805U CN201320505051.0U CN201320505051U CN203452805U CN 203452805 U CN203452805 U CN 203452805U CN 201320505051 U CN201320505051 U CN 201320505051U CN 203452805 U CN203452805 U CN 203452805U
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CN
China
Prior art keywords
angle
frame
steel
angle steel
steel plate
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.)
Expired - Fee Related
Application number
CN201320505051.0U
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Chinese (zh)
Inventor
张艳梅
吕栋
刘洪林
文凤翔
王志宏
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Gansu Longteng Pipe Industry Co., Ltd.
Original Assignee
HENGSHUI YITONG METAL PRODUCT CO Ltd
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Publication date
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Priority to CN201320505051.0U priority Critical patent/CN203452805U/en
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Publication of CN203452805U publication Critical patent/CN203452805U/en
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Abstract

The utility model relates to an angle steel combination corrugated steel plate component, which belongs to the technical field of road bridge and culvert well engineering, and is used for bridge and tunnel lining, underground vertical shaft and leakage well engineering construction. The angle steel combination corrugated steel plate component has the advantages that the angle steel combination corrugated steel plate component consists of an angle steel frame and a corrugated steel plate, wherein the angle steel frame is welded into a rectangular frame by angle steel, long edges of the rectangular frame are bent into symmetrical circular arcs, the corrugated steel plate is paved in the angle steel frame, and the angle steel frame and the corrugated steel plate are connected by screw bolts or are welded into a whole plate sheet. The combination structure of the angle steel frame and the corrugated steel plate is adopted, components are spliced to present a round shape, an arch shape, an oval shape, a horseshoe shape and the like, the span diameter of the component can reach 1.5m to 20m, the effective support can be carried out in the construction of engineering such as tunnels, culverts, underground vertical shafts and leakage wells, and the angle steel combination corrugated steel plate component has the advantages that the weight is light, the intensity is high, the construction speed is high, the repeated utilization is realized, the construction is convenient, and the like. The angle steel combination corrugated steel plate component can adopt the factory centralized production, can be fast assembled in the construction field, and belongs to a new construction component of engineering such as modern highways, municipal engineering and railways.

Description

A kind of angle steel combination ripple steel plate member
Technical field
The utility model relates to the steel plate member of using for the lining cutting of bridge tunnel, underground vertical shaft, negative well engineering in the engineerings such as highway, municipal administration, railway, belongs to bridge, contains well engineering component technical field.
Background technology
In the buried structure of the engineerings such as railway, highway, municipal administration, mine, and in the building of the engineerings such as the reinforcing of old bridges and culverts, highway tunnel, negative well, coal mine roadway, there is the diseases such as arch ring comes off, crack in some old structure, need reinforce it.In newly-built tunnel or when arch, along with excavating, need to constantly support, to prevent landslide.Conventionally adopted shaped steel (i iron, channel-section steel) to support in the past, but in recent years, the preferably tunnel lining of metal sheet.With the similar member of tunnel lining metal sheet be the construction member of underground vertical shaft and negative well, when the construction of newly-built underground vertical shaft, negative well immersed tunnelling method, because outside does not have construction working face, adopt internal connecting type plated construction effectively to support.These sheet-metal components adopt common metal plate more at present, and its intensity is low, weight is large, is necessary to be improved.
Utility model content
Technical problem to be solved in the utility model be to provide a kind of lightweight, intensity is high, speed of application is fast, can reuse, the angle steel combination ripple steel plate member that be convenient in tunnel, the engineering such as culvert, underground vertical shaft, negative well is used.
The technical scheme solving the problems of the technologies described above is:
A kind of angle steel combination ripple steel plate member, it is comprised of angle frame and corrugated steel, and angle frame is welded as rectangle frame by angle steel, the symmetrical circular arc of the bent one-tenth of long spring of rectangle frame, in angle frame, lay corrugated steel, angle frame and corrugated steel are with bolts or be welded into whole plate.
Above-mentioned angle steel combination ripple steel plate member, described angle frame is monomer structure, and the long corner angle of the angle frame of monomer structure is bent into symmetrical circular arc, and the flexibility of crooked radian and constructing structure matches.
Above-mentioned angle steel combination ripple steel plate member, described angle frame is that many bodies connect splicing structure, many bodies connection splicing structures are assemblied into one by the angle frame connection of a plurality of monomer structures, the crooked radian of the angle frame of each monomer structure and the flexibility of constructing structure match, after assembled, be shaped as circle, ellipse, arch or the shape of a hoof, shape and constructing structure after assembled match.
Above-mentioned angle steel combination ripple steel plate member, the angle steel of described angle frame is the equal leg angle of cross section 50-200mm, the thickness of corrugated sheet steel is 2-10mm, the section of corrugated steel is sinusoidal arc-wave or trapezoidal wave, pitch of waves scope is 63-400mm, wave height scope is 13-180mm, after assembled moulding, across footpath, is 1500~20000mm.
The beneficial effects of the utility model are:
The utility model adopts the combining structure of angle frame and corrugated sheet steel, circular after component assembly, arch or the shape such as ellipse, shape of a hoof, it can accomplish 1.5 meters-20 meters across footpath, can in the engineering constructions such as tunnel, culvert, underground vertical shaft, negative well, effectively support, there is lightweight, the advantage such as intensity is high, speed of application is fast, can reuse, constructability.The utility model can adopt factory's centralization to produce, and job site rapid-assembling, is the new construction member of the engineerings such as modern highway, municipal administration, railway.
Accompanying drawing explanation
Fig. 1 is structural representation of the present utility model;
Fig. 2 is the top view of Fig. 1;
Fig. 3 is the A-A sectional view of Fig. 1;
Fig. 4 is splicing structure view of the present utility model.
In figure, mark is as follows: angle frame 1, corrugated steel 2, bolt hole 3.
The specific embodiment
The utility model is comprised of angle frame 1 and corrugated steel 2.
In figure, show, angle frame 1 is the rectangle frame of angle steel welding, and the long spring of rectangle frame is bent becomes symmetrical circular arc, and the minor face of rectangle frame is straight flange, and at the interior laying corrugated steel 2 of angle frame 1, angle frame 1 and corrugated steel 2 are with bolts or be welded into whole plate.When with bolts, four facades of the angle steel of angle frame 1 are all with bolt hole 3, and angle frame 1 is with bolts with corrugated steel 2.
In figure, show, angle steel combination ripple steel plate member can be monomer structure, also can be connected and is assemblied into integrative-structure by a plurality of angle frames 1.The long corner angle of the angle frame 1 of monomer structure is bent into symmetrical circular arc, and the flexibility of crooked radian and constructing structure matches.Many bodies connection splicing structures are assemblied into one by angle frame 1 connection of a plurality of monomer structures, the crooked radian of angle frame 1 and the flexibility of constructing structure of each monomer structure match, after assembled, be shaped as circle, ellipse, arch or the shape of a hoof, shape and constructing structure after assembled match.
The angle steel of the angle frame 1 that the utility model adopts is the equal leg angle of cross section 50-200mm, the thickness of corrugated sheet steel 2 is 2-10mm, the section of corrugated steel 2 is sinusoidal arc-wave or trapezoidal wave, pitch of waves scope is 63-400mm, wave height scope is 13-180mm, after assembled moulding, across footpath, is 1500~20000mm.

Claims (4)

1. an angle steel combines ripple steel plate member, it is characterized in that: it is comprised of angle frame (1) and corrugated steel (2), angle frame (1) is welded as rectangle frame by angle steel, the symmetrical circular arc of the bent one-tenth of long spring of rectangle frame, in angle frame (1), lay corrugated steel (2), angle frame (1) is with bolts or be welded into whole plate with corrugated steel (2).
2. angle steel according to claim 1 combines ripple steel plate member, it is characterized in that: described angle frame (1) is monomer structure, the long corner angle of the angle frame of monomer structure (1) is bent into symmetrical circular arc, and the flexibility of crooked radian and constructing structure matches.
3. angle steel according to claim 1 combines ripple steel plate member, it is characterized in that: described angle frame (1) is many bodies connection splicing structures, many bodies connection splicing structures are assemblied into one by angle frame (1) connection of a plurality of monomer structures, the crooked radian of the angle frame of each monomer structure (1) and the flexibility of constructing structure match, after assembled, be shaped as circle, ellipse, arch or the shape of a hoof, shape and constructing structure after assembled match.
4. according to the angle steel combination ripple steel plate member described in claim 1,2 or 3, it is characterized in that: the angle steel of described angle frame (1) is the equal leg angle of cross section 50-200mm, the thickness of corrugated sheet steel (2) is 2-10mm, the section of corrugated steel (2) is sinusoidal arc-wave or trapezoidal wave, pitch of waves scope is 63-400mm, wave height scope is 13-180mm, after assembled moulding, across footpath, is 1500~20000mm.
CN201320505051.0U 2013-08-19 2013-08-19 Angle steel combination corrugated steel plate component Expired - Fee Related CN203452805U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201320505051.0U CN203452805U (en) 2013-08-19 2013-08-19 Angle steel combination corrugated steel plate component

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201320505051.0U CN203452805U (en) 2013-08-19 2013-08-19 Angle steel combination corrugated steel plate component

Publications (1)

Publication Number Publication Date
CN203452805U true CN203452805U (en) 2014-02-26

Family

ID=50132689

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201320505051.0U Expired - Fee Related CN203452805U (en) 2013-08-19 2013-08-19 Angle steel combination corrugated steel plate component

Country Status (1)

Country Link
CN (1) CN203452805U (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN105064226A (en) * 2015-07-24 2015-11-18 中交第一公路勘察设计研究院有限公司 Axial reinforcement structure of corrugated steel culvert

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN105064226A (en) * 2015-07-24 2015-11-18 中交第一公路勘察设计研究院有限公司 Axial reinforcement structure of corrugated steel culvert

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Date Code Title Description
C14 Grant of patent or utility model
GR01 Patent grant
C56 Change in the name or address of the patentee

Owner name: HENGSHUI YITONG PIPE INDUSTRY CO., LTD.

Free format text: FORMER NAME: YITONG METAL PRODUCT CO., LTD., HENGSHUI

CP03 Change of name, title or address

Address after: Hengshui City, Hebei province 053400 Tai Cun, Wuyi County small (steel River Road) to the North (Wuyi County Circular Economy Park)

Patentee after: HENGSHUI YITONG PIPE INDUSTRY CO., LTD.

Address before: 053400 Hengshui City, Hebei province Wuyi County River Road Steel Circular Economy Park

Patentee before: Hengshui Yitong Metal Product Co., Ltd.

TR01 Transfer of patent right
TR01 Transfer of patent right

Effective date of registration: 20180719

Address after: 733204 Kuangou Industrial Park, Tianzhu County, Wuwei City, Gansu Province

Patentee after: Gansu Longteng Pipe Industry Co., Ltd.

Address before: 053400 Wuyi County, Wuyi County, Hengshui, Hebei (north of Wuyi County)

Patentee before: HENGSHUI YITONG PIPE INDUSTRY CO., LTD.

CF01 Termination of patent right due to non-payment of annual fee
CF01 Termination of patent right due to non-payment of annual fee

Granted publication date: 20140226

Termination date: 20180819