CN207017300U - A kind of corrugated steel retaining wall - Google Patents
A kind of corrugated steel retaining wall Download PDFInfo
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- CN207017300U CN207017300U CN201720915401.9U CN201720915401U CN207017300U CN 207017300 U CN207017300 U CN 207017300U CN 201720915401 U CN201720915401 U CN 201720915401U CN 207017300 U CN207017300 U CN 207017300U
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- corrugated steel
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- support bar
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Abstract
A kind of corrugated steel retaining wall, belongs to Facilities technical field, the native stone accumulated in being constructed for enclosing.Its technical scheme is：Its horizontal corrugated steel and vertical moire steel plate is mutually perpendicular to place, the lower end of vertical moire steel plate is bolted with one end of horizontal corrugated steel by connecting angle iron and is connected, support bar is more, more support bars are parallel, one end of support bar is connected with the upper end of vertical moire steel plate by bolt, and the other end of support bar is connected with the other end of the remote vertical moire steel plate of horizontal corrugated steel by bolt.The utility model is simple in construction, it is in light weight, easy to use, be hardly damaged, all parts can carry out factory's preprocessing, Assembling, installation rate is fast, not by seasonal effect, effectively can carry out enclosing to native stone of constructing, prevent native stone from flowing, avoid cumulose soil stone from influenceing construction and security incident occurs, available in various engineering constructions, also can be used as barricade for a long time and use.
Description
Technical field
A kind of corrugated steel retaining wall is the utility model is related to, belongs to Facilities technical field.
Background technology
With the development of society, large quantities of Small Urbans are risen, the construction of big city and megalopolis also enters newly
Stage.Urban Underground pipe gallery, subway, light rail, and the infrastructure such as main line of communication construction on a large scale in city
Expansion, it is the important foundation of urban development.Need to carry out earthwork in the construction of many construction projects, earthwork is frequent
Meeting cumulose soil stone, the native stone of accumulation can influence to construct, particularly be flowed in rainy season, native stone mixing rainwater, not only to construction
Cause to hinder, can also cause security threat to personnel.To be backfilled in the later stage due to much constructing, it is therefore desirable to member-retaining portion
The native stone of accumulation and can not clear, in order to prevent accumulation native stone influence construction and flow, will be to this in work progress
A little native stones carry out enclosing, mainly have the methods of plank enclosing, concrete pier enclosing, steel plate enclosing at present, but have the shortcomings that following：
Plank enclosing is easily damaged；Concrete pier weight is big, movement is difficult, construction inconvenience；The steel plate of steel plate enclosing is easily bent, it is necessary to
Connected and supported using structures such as column, frameworks, structure is complex, construction is inconvenient.Therefore the enclosing measure used at present is difficult to
It is satisfactory, it is highly desirable to be improved.
Utility model content
Technical problem to be solved in the utility model is to provide a kind of corrugated steel retaining wall, this corrugated steel earth-retaining
Wall, for carrying out enclosing to cumulose soil stone at the construction field (site), can be prevented native stone from flowing, avoid cumulose soil stone with fast assembling-disassembling
Influence construction and security incident occurs.
Solve above-mentioned technical problem technical scheme be：
A kind of corrugated steel retaining wall, it by horizontal corrugated steel, vertical moire steel plate, connecting angle iron, support bar group into,
Horizontal corrugated steel and vertical moire steel plate are mutually perpendicular to place, and the lower end of vertical moire steel plate passes through connecting angle iron and horizontal ripple
One end of line steel plate is bolted connection, and support bar is more, and more support bars are parallel, one end of support bar and vertical moire
The upper end of steel plate is connected by bolt, the other end of the other end of support bar and the remote vertical moire steel plate of horizontal corrugated steel
It is connected by bolt.
Above-mentioned corrugated steel retaining wall, the placement direction of the horizontal corrugated steel and vertical moire steel plate is horizontal ripple
The length direction of the crest and trough of steel plate and vertical moire steel plate is vertical with the length direction of retaining wall.
Above-mentioned corrugated steel retaining wall, the base of the connecting angle iron be placed on the plate face upper surface of horizontal corrugated steel with
Bolt is fastenedly connected, and the lower end of vertical moire steel plate is placed on the inside of the base upper surface and side of connecting angle iron to be fastened with bolt
Connection.
Above-mentioned corrugated steel retaining wall, it also has connector, the right angle that connector is welded as being disposed vertically by two angle steel
Structure, the upper end of vertical right-angle side and the upper end of support bar of connector are welded to connect, the end on the level right angle side of connector
It is welded to connect with the lower end of support bar, connecting screw hole, connecting bolt is alongst evenly equipped with two angle steel of connector
Two right-angle sides of connector are connected with vertical moire steel plate and horizontal corrugated steel respectively by connecting screw hole.
Above-mentioned corrugated steel retaining wall, the support bar are divided into upper and lower two layers and are connected with connector, every layer of adjacent supports
The distance between bar is 500mm-2000mm.
The beneficial effects of the utility model are：
Two pieces of corrugated steels are connected as right-angle structure by the utility model, and firm with they sup-port, the ripple after fixing
Line steel plate structure uses as retaining wall.The utility model is simple in construction, it is in light weight, easy to use, be hardly damaged, all parts
Factory's preprocessing can be carried out, Assembling, installation rate is fast, and not by seasonal effect, effectively native stone of constructing can be carried out
Enclosing, prevent native stone from flowing, avoid cumulose soil stone from influenceing construction and security incident occurs, available for various engineering constructions
In, it also can be used as barricade for a long time and use.
Brief description of the drawings
Fig. 1 is structural representation of the present utility model；
Fig. 2 is Fig. 1 side view；
Fig. 3 is Fig. 1 top view；
Fig. 4 is Fig. 1 partial enlarged drawing.
Marked in figure as follows：Horizontal corrugated steel 1, vertical moire steel plate 2, connecting angle iron 3, support bar 4, bolt 5, accumulation
Native stone 6, connector 7, connecting screw hole 8.
Embodiment
The utility model is by horizontal corrugated steel 1, vertical moire steel plate 2, connecting angle iron 3, support bar 4, bolt 5, connection
Part 7, connecting screw hole 8 form.
Shown in figure, horizontal corrugated steel 1 and vertical moire steel plate 2 are mutually connected vertically, and horizontal corrugated sheet steel 1 is as gear
Wall, based on vertical waveform steel plate 2.The placement direction of horizontal corrugated steel 1 and vertical moire steel plate 2 is horizontal corrugated steel
1 and the crest of vertical moire steel plate 2 and the length direction of trough it is vertical with the length direction of retaining wall., can using this structure
To make retaining wall be kept upright using rigidity of the horizontal corrugated steel 1 on crest and trough direction, and be increased without column and
Supporting construction.
Shown in figure, the lower end of vertical moire steel plate 2 is by one end of connecting angle iron 3 and horizontal corrugated steel 1 by bolt 5
It is fixedly connected.The base of connecting angle iron 3 is placed on the plate face upper surface of horizontal corrugated steel 1 and bolt 5 is fastenedly connected, vertical ripple
The lower end of line steel plate 2 is placed on the inside of the base upper surface and side of connecting angle iron 3 and is fastenedly connected with bolt 5.
Being shown in figure, support bar 4 makes for angle steel, and support bar 4 is more, and more support bars 4 are parallel, and the two of support bar 4
The both ends respectively with connector 7 are held to be connected.The distance between adjacent supports bar 4 can according to the height of cumulose soil stone 6 and by
Depending on the property of obstacle, distance L is 500mm-2000mm.
Shown in figure, the right-angle structure that connector 7 is welded as being disposed vertically by two angle steel, the vertical right angle of connector 7
The upper end on side and the upper end of support bar 4 are welded to connect, and the end on the level right angle side of connector 7 is welded with the lower end of support bar 4
Connect, connecting screw hole 8 is alongst evenly equipped with two angle steel of connector 7, connecting bolt will be even by connecting screw hole 8
Two right-angle sides of fitting 7 are connected with vertical moire steel plate 2 and horizontal corrugated steel 1 respectively.Support bar 4 exists with connector 7
Factory is welded as a framework, also can Site Welding for convenient transportation.
Shown in figure, support bar 4 divides to be connected for upper and lower two layers with connector 7, and connection can be made more firm, increase gear
The rigidity of cob wall.
The horizontal corrugated steel 1 and vertical moire steel plate 2 of one embodiment of the present utility model select heat zinc coating plate, use
Life-span was up to 100 years.
Claims (5)
- A kind of 1. corrugated steel retaining wall, it is characterised in that：It includes horizontal corrugated steel（1）, vertical moire steel plate（2）, even Connect angle bar（3）, support bar（4）, horizontal corrugated steel（1）With vertical moire steel plate（2）It is mutually perpendicular to place, vertical moire steel plate （2）Lower end pass through connecting angle iron（3）With horizontal corrugated steel（1）One end by bolt（5）It is fixedly connected, support bar（4）For More, more support bars（4）It is parallel, support bar（4）One end and vertical moire steel plate（2）Upper end by bolt（5）It is connected, Support bar（4）The other end and horizontal corrugated steel（1）Remote vertical moire steel plate（2）The other end by bolt（5）It is connected Connect.
- 2. corrugated steel retaining wall according to claim 1, it is characterised in that：The horizontal corrugated steel（1）With it is vertical Corrugated steel（2）Placement direction be horizontal corrugated steel（1）With vertical moire steel plate（2）Crest and trough length direction It is vertical with the length direction of retaining wall.
- 3. corrugated steel retaining wall according to claim 2, it is characterised in that：The connecting angle iron（3）Base place In horizontal corrugated steel（1）Plate face upper surface and bolt（5）It is fastenedly connected, vertical moire steel plate（2）Lower end be placed on company Connect angle bar（3）Base upper surface and side on the inside of and bolt（5）It is fastenedly connected.
- 4. corrugated steel retaining wall according to claim 3, it is characterised in that：It also has connector（7）, connector（7） The right-angle structure for being welded as being disposed vertically by two angle steel, connector（7）Vertical right-angle side upper end and support bar（4）It is upper End is welded to connect, connector（7）Level right angle side end and support bar（4）Lower end be welded to connect, connector（7）Two Connecting screw hole is alongst evenly equipped with root angle steel（8）, connecting bolt passes through connecting screw hole（8）By connector（7）Two Root right-angle side respectively with vertical moire steel plate（2）With horizontal corrugated steel（1）It is connected.
- 5. corrugated steel retaining wall according to claim 4, it is characterised in that：The support bar（4）It is divided into two layers up and down With connector（7）It is connected, every layer of adjacent supports bar（4）The distance between be 500mm-2000mm.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720915401.9U CN207017300U (en) | 2017-07-26 | 2017-07-26 | A kind of corrugated steel retaining wall |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720915401.9U CN207017300U (en) | 2017-07-26 | 2017-07-26 | A kind of corrugated steel retaining wall |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN207017300U true CN207017300U (en) | 2018-02-16 |
Family
ID=61481277
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201720915401.9U Active CN207017300U (en) | 2017-07-26 | 2017-07-26 | A kind of corrugated steel retaining wall |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN207017300U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111395542A (en) * | 2019-01-03 | 2020-07-10 | 上海华夏波纹钢研究院 | Corrugated steel plate turning end connecting method |
| CN115262625A (en) * | 2022-08-31 | 2022-11-01 | 甘肃省交通规划勘察设计院股份有限公司 | Double-layer retaining wall suitable for filling roadbed and construction method |
-
2017
- 2017-07-26 CN CN201720915401.9U patent/CN207017300U/en active Active
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111395542A (en) * | 2019-01-03 | 2020-07-10 | 上海华夏波纹钢研究院 | Corrugated steel plate turning end connecting method |
| CN115262625A (en) * | 2022-08-31 | 2022-11-01 | 甘肃省交通规划勘察设计院股份有限公司 | Double-layer retaining wall suitable for filling roadbed and construction method |
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