CN209194572U - A kind of corrugated steel construction retaining wall of culvert end - Google Patents
A kind of corrugated steel construction retaining wall of culvert end Download PDFInfo
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- CN209194572U CN209194572U CN201821784886.3U CN201821784886U CN209194572U CN 209194572 U CN209194572 U CN 209194572U CN 201821784886 U CN201821784886 U CN 201821784886U CN 209194572 U CN209194572 U CN 209194572U
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- culvert
- ripple
- steel shoe
- shoe
- ripple steel
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Abstract
A kind of corrugated steel construction retaining wall of culvert end, belongs to culvert construction facility technology field, carries out earth-retaining for culvert end.Its technical solution is: ripple steel shoe is uprightly placed, the wave crest of ripple steel shoe and the length direction of trough are upright, ripple steel shoe will block above the culvert at culvert both ends and at left and right sides of culvert, there is aperture in the ripple steel shoe position opposite with culvert, the shape of aperture and the shape of culvert mouth match, the lower end of ripple steel shoe is connected with horizontal lower margin fashioned iron, lower margin fashioned iron is fixedly connected with the ground, the verge of opening of ripple steel shoe is connected by culvert mouth fashioned iron with culvert mouth edge, there are multiple lacing wires to be connected between the ripple steel shoe at culvert both ends, multiple lacing wires are arranged in parallel.The utility model has the advantages of simple structure securely, earth-retaining effect is good, easy for construction rapid, at low cost, and the retaining wall that can replace slabstone masonry is matched with corrugated steel construction culvert, gives full play to effect of the corrugated steel construction in culvert construction.
Description
Technical field
The utility model relates to a kind of retaining walls of corrugated steel construction for culvert end, belong to culvert construction facility skill
Art field.
Background technique
There are many culverts, tunnel, underpass and underground piping in architectural engineering and traffic engineering, traditional structure is big
It is all poured using armored concrete, but reinforced concrete structure weight is big, construction is complicated, the construction time is long, construction personnel is more.
With the development of technology and progress, steel corrugated plating start to obtain in traffic engineering and municipal works as a kind of New Building Materials
It is quickly and expediently installed simultaneously to application since the ductility of steel corrugated plating itself is good, non-deformability is strong, saves the duration, also have
Have the advantages that it is at low cost, be conducive to environmental protection, therefore culvert, tunnel, underpass and the underground piping of many engineerings all use
Steel corrugated plating replaces armored concrete as duct wall, achievees the effect that rapid construction, reduces cost.In many corrugated steel constructions
In the construction of culvert, the both ends of culvert need to be arranged retaining wall, and the effect of retaining wall is to prevent from containing during structure backfill
The landslide of necromancer on the both ends of hole, the safety convenient for while backfill being also later period use process carry out guarantee.Traditional culvert
Retaining wall is built using slabstone, and building slabstone equally has the shortcomings that long construction time, labor intensive and material, with wave
The culvert construction of line steel construction is far from suitable, it is quite necessary to improve.
Utility model content
It is this technical problem to be solved by the utility model is to provide a kind of corrugated steel construction retaining wall of culvert end
Retaining wall uses corrugated steel construction, and the retaining wall that can replace slabstone masonry is matched with corrugated steel construction culvert, has knot
The advantages that structure is securely, earth-retaining effect is good, construction is rapid.
The technical solution for solving above-mentioned technical problem is:
A kind of corrugated steel construction retaining wall of culvert end, it include ripple steel shoe, lower margin fashioned iron, culvert mouth fashioned iron,
Lacing wire, ripple steel shoe are uprightly placed, and the wave crest of ripple steel shoe and the length direction of trough are upright, and ripple steel shoe will
It is blocked above the culvert at culvert both ends and at left and right sides of culvert, there is aperture in the ripple steel shoe position opposite with culvert, aperture
Shape and the shape of culvert mouth match, and the lower end of ripple steel shoe is connected with horizontal lower margin fashioned iron, lower margin fashioned iron and ground
Face is fixedly connected, and culvert mouth edge has culvert mouth fashioned iron to be fixedly connected, and the verge of opening of ripple steel shoe passes through culvert mouth fashioned iron
Be connected with culvert mouth edge, there are multiple lacing wires to be connected between the ripple steel shoe at culvert both ends, the both ends of lacing wire respectively with
The upper end of the ripple steel shoe at culvert both ends vertically connects, and multiple lacing wires are arranged in parallel.
The corrugated steel construction retaining wall of above-mentioned culvert end, the ripple steel shoe at the culvert both ends is respectively to culvert center
The angle on direction inclination, ripple steel shoe and ground is 60-85 degree.
The corrugated steel construction retaining wall of above-mentioned culvert end, the ripple steel shoe are made of the connection of muti-piece corrugated steel,
It is overlap joint connection between muti-piece corrugated steel, or is connected using fashioned iron.
The corrugated steel construction retaining wall of above-mentioned culvert end is respectively fixed with multiple stakes on ground on the outside of the culvert both ends
The position of base, pile foundation is opposite with lacing wire respectively, and the both ends of lacing wire are connected with pile foundation again after connecting with ripple steel shoe.
The beneficial effects of the utility model are:
The retaining wall that the utility model replaces slabstone to build using ripple steel shoe, ripple steel shoe lower end and ground and culvert
Hole edge is connected firmly using fashioned iron, and the upper end of ripple steel shoe is tensed by lacing wire to be connected, and ripple steel shoe slant setting is prevented
Only the retaining wall of ripple steel shoe tilts and collapses outward during backfill.
The utility model has many advantages, such as that simple and strong in structure, earth-retaining effect is good, easy for construction rapid, at low cost, can be with
It is matched instead of the retaining wall that slabstone is built with corrugated steel construction culvert, gives full play to corrugated steel construction in culvert construction
Effect.
Detailed description of the invention
Fig. 1 is the structural schematic diagram of the utility model；
Fig. 2 is the top view of Fig. 2.
It is marked in figure as follows: ripple steel shoe 1, lower margin fashioned iron 2, culvert mouth fashioned iron 3, lacing wire 4, culvert mouth 5.
Specific embodiment
The utility model is made of ripple steel shoe 1, lower margin fashioned iron 2, culvert mouth fashioned iron 3, lacing wire 4.
Shown in figure, ripple steel shoe 1 is uprightly placed, the length direction of the wave crest of ripple steel shoe 1 and trough uprightly to
On, ripple steel shoe 1 will block above the culvert mouth at culvert both ends and at left and right sides of culvert mouth 5, ripple steel shoe 1 and culvert mouth
There are aperture in 5 opposite positions, and the shape of aperture and the shape of culvert mouth 5 match.
It is shown in figure, the ripple steel shoe 1 at culvert both ends is tilted to culvert center position respectively, ripple steel shoe 1 and ground
The angle in face is 60-85 degree.By 1 slant setting of ripple steel shoe, the ripple steel shoe 1 during backfill can be prevented
Retaining wall tilts and collapses outward.
It is shown in figure, the lower end of ripple steel shoe 1 is connected with horizontal lower margin fashioned iron 2, and lower margin fashioned iron 2 is fixed with ground
Connection, lower margin fashioned iron 2 can be connected with the foundation bolt of cement casting, can also be driven underground using drill rod, lower margin fashioned iron 2
It is welded to connect with drill rod.5 edge of culvert mouth has culvert mouth fashioned iron 3 to be fixedly connected, and the verge of opening of ripple steel shoe 1 passes through culvert
Shape of the mouth as one speaks steel 3 is connected with 5 edge of culvert mouth, and connection can be connected by screw bolts, can also be using welded connecting.Lower margin fashioned iron 2
It can be using fashioned iron such as angle steel, channel steel, I-steel with culvert mouth fashioned iron 3.
It is shown in figure, ripple steel shoe 1 is made of the connection of muti-piece corrugated steel, is connected between muti-piece corrugated steel for overlap joint
It connects, or is connected using fashioned iron.Fashioned iron is generally angle steel, and corrugated steel is connected by bolt with angle steel.
Show there are multiple lacing wires 4 to be connected between the ripple steel shoe 1 at culvert both ends in figure, the both ends of lacing wire 4 respectively with
The upper end of the ripple steel shoe 1 at culvert both ends vertically connects, and multiple lacing wires 4 are arranged in parallel.The effect of lacing wire 4 is kept off in corrugated steel
Plate 1 is held the ripple steel shoe 1 at culvert both ends using lacing wire 4 after being installed, and prevents corrugated steel during backfill
Baffle 1 tilts and collapses outward.
When culvert length is shorter, the ripple steel shoe 1 at culvert both ends can be held mutually using lacing wire 4；In culvert
Length it is longer when, can be respectively fixed with multiple pile foundations on ground on the outside of culvert both ends, the position of pile foundation respectively with lacing wire 4
Relatively, it is connected again with pile foundation after the both ends of lacing wire 4 are connect with ripple steel shoe 1.Pile foundation can be steel sheet pile and be also possible to it
His fashioned iron.
One embodiment of the utility model is as follows:
The length of ripple steel shoe 1 is 6500mm, is highly 3000mm, the corrugated steel specification used is the pitch of waves 230, wave
Deep 64, thickness 7mm；
The specification of lower margin fashioned iron 2 is 160 × 160 × 16mm of angle steel；
The specification of culvert mouth fashioned iron 3 is 160 × 160 × 12mm of angle steel；
The diameter of lacing wire 4 is 12mm, length 16m.
Claims (4)
1. a kind of corrugated steel construction retaining wall of culvert end, it is characterised in that: it includes ripple steel shoe (1), lower margin fashioned iron
(2), culvert mouth fashioned iron (3), lacing wire (4), ripple steel shoe (1) are uprightly placed, the wave crest of ripple steel shoe (1) and the length of trough
Degree direction is upright, and ripple steel shoe (1) will block above the culvert at culvert both ends with the culvert left and right sides, ripple steel shoe
(1) there is aperture in the position opposite with culvert, and the shape of aperture and the shape of culvert mouth (5) match, under ripple steel shoe (1)
It holds and is connected with horizontal lower margin fashioned iron (2), lower margin fashioned iron (2) is fixedly connected with the ground, and there is the culvert shape of the mouth as one speaks at culvert mouth (5) edge
Steel (3) is fixedly connected, and the verge of opening of ripple steel shoe (1) is connected by culvert mouth fashioned iron (3) with culvert mouth (5) edge,
There are multiple lacing wires (4) to be connected between the ripple steel shoe (1) at culvert both ends, the both ends of lacing wire (4) respectively with culvert both ends
The upper end of ripple steel shoe (1) vertically connects, and multiple lacing wires (4) are arranged in parallel.
2. the corrugated steel construction retaining wall of culvert end according to claim 1, it is characterised in that: the culvert both ends
Ripple steel shoe (1) is tilted to culvert center position respectively, and the angle on ripple steel shoe (1) and ground is 60-85 degree.
3. the corrugated steel construction retaining wall of culvert end according to claim 2, it is characterised in that: the ripple steel shoe
(1) it is made of the connection of muti-piece corrugated steel, is overlap joint connection between muti-piece corrugated steel, or be connected using fashioned iron.
4. the corrugated steel construction retaining wall of culvert end according to claim 1, it is characterised in that: outside the culvert both ends
Be respectively fixed with multiple pile foundations on the ground of side, the position of pile foundation respectively with lacing wire (4) relatively, the both ends of lacing wire (4) and corrugated steel
It is connected again with pile foundation after baffle (1) connection.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201821784886.3U CN209194572U (en) | 2018-10-31 | 2018-10-31 | A kind of corrugated steel construction retaining wall of culvert end |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201821784886.3U CN209194572U (en) | 2018-10-31 | 2018-10-31 | A kind of corrugated steel construction retaining wall of culvert end |
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| Publication Number | Publication Date |
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| CN209194572U true CN209194572U (en) | 2019-08-02 |
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| Application Number | Title | Priority Date | Filing Date |
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| CN201821784886.3U Active CN209194572U (en) | 2018-10-31 | 2018-10-31 | A kind of corrugated steel construction retaining wall of culvert end |
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Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN112593477A (en) * | 2020-10-23 | 2021-04-02 | 青海路拓工程设施制造集团有限公司 | Corrugated steel plate structure retaining wall for pipe arch bridge side and construction method thereof |
-
2018
- 2018-10-31 CN CN201821784886.3U patent/CN209194572U/en active Active
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN112593477A (en) * | 2020-10-23 | 2021-04-02 | 青海路拓工程设施制造集团有限公司 | Corrugated steel plate structure retaining wall for pipe arch bridge side and construction method thereof |
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