CN109944130A - It is a kind of for build in Municipal Road Engineering protect shallow embedding pipeline bridge structure and its application method - Google Patents
It is a kind of for build in Municipal Road Engineering protect shallow embedding pipeline bridge structure and its application method Download PDFInfo
- Publication number
- CN109944130A CN109944130A CN201910219934.7A CN201910219934A CN109944130A CN 109944130 A CN109944130 A CN 109944130A CN 201910219934 A CN201910219934 A CN 201910219934A CN 109944130 A CN109944130 A CN 109944130A
- Authority
- CN
- China
- Prior art keywords
- cable
- hole
- bridge
- docking
- gantry
- 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.)
- Granted
Links
Abstract
The invention discloses a kind of for building the bridge structure and its application method of protecting shallow embedding pipeline in Municipal Road Engineering, including the first access bridge, docking bridge and the second access bridge；First access bridge includes the first docking tongue, the first cable-through hole and the first gantry, and the first docking tongue is fixedly connected on the front end of the first gantry, and first cable-through hole is provided with the lower end of the first docking tongue；The docking bridge includes the second docking tongue, third cable-through hole, the 4th cable-through hole and the second gantry, the second docking tongue is fixedly connected on the front end of the second gantry, the third cable-through hole is provided with the lower end of the second docking tongue, 4th cable-through hole is provided with the lower end of the second gantry, and the first docking tongue activity interlocking is in the rear end of the second gantry.The present invention can arbitrarily adjust area coverage, better meet and use needs.
Description
Technical field
The present invention relates to building Municipal Road Engineering technical fields, specially a kind of to protect for building in Municipal Road Engineering
Protect the bridge structure and its application method of shallow embedding pipeline.
Background technique
With the development of the society, more and more people have entered urban life, with and what is come is exactly urban construction,
In it is critically important be exactly town road construction, in town road construction, since the equipment travel frequency of construction site is high, Guan
Road or route needs often move, but pipeline and route are rolled by vehicle be easily damaged for a long time, generally select its shallow embedding
Even directly exposed to reduce in earth's surface so as to cause the Acceptable life of route or pipeline, majority is benefited from steel plate and is covered
Protection, since the area of general steel plate can not be adjusted, since the area of route bedding is had nothing in common with each other, one block of steel plate is difficult to adapt to not
With the use demand of area, while monolithic bulk steel plate monomer mass and area are all big, are not easy to hand haulage and vehicle transport,
So being badly in need of wanting a kind of device for being able to solve the above problem.
Summary of the invention
1. technical problems to be solved by the inivention
The purpose of the present invention is to provide it is a kind of for build in Municipal Road Engineering protect shallow embedding pipeline bridge structure and its
Application method, to solve the problems mentioned in the above background technology.
2. technical solution
To achieve the above object, the invention provides the following technical scheme: a kind of protect shallow embedding for building in Municipal Road Engineering
The bridge structure of pipeline, including the first access bridge, docking bridge and the second access bridge；
First access bridge includes the first docking tongue, the first cable-through hole and the first gantry, and the first docking tongue is fixedly connected on
The front end of first gantry, first cable-through hole are provided with the lower end of the first docking tongue；
The docking bridge includes the second docking tongue, third cable-through hole, the 4th cable-through hole and the second gantry, and the second docking tongue is solid
Surely it is connected to the front end of the second gantry, the third cable-through hole is provided with the lower end of the second docking tongue, and the 4th cable-through hole is opened
It is located at the lower end of the second gantry, the first docking tongue activity interlocking is in the rear end of the second gantry；
Second access bridge includes the 6th cable-through hole and third gantry, and the 6th cable-through hole is provided under the rear portion of third gantry
End, the second docking tongue activity interlocking is in the rear end of third gantry；
The interlocking of the internal slide of first cable-through hole and the 4th cable-through hole has partition, the third cable-through hole and the 6th cable-through hole
It slides and rabbets with partition.
Preferably, the first access bridge further includes first pair of lug and the second cable-through hole, and institute's the second cable-through hole of art is provided with first
The lower end of gantry, first pair of lug are symmetrically fixedly connected on the first gantry side.
Preferably, the docking bridge further includes second pair of lug and the first leather strap, and second pair of lug is symmetrically fixed to be connected
It connects in the side of the second gantry, first leather strap is fixedly connected on the upper end of the second gantry.
Preferably, second access bridge further includes the 5th cable-through hole, to lug and the second leather strap, and the 5th cable-through hole is opened
It is located at the lower end that third gantry deviates from the 6th cable-through hole, the side that third gantry is symmetrically fixedly connected on to lug is described
Second leather strap is fixedly connected on the upper end of third gantry.
Preferably, first cable-through hole, the second cable-through hole third cable-through hole, the 4th cable-through hole, the 5th cable-through hole and
Six cable-through hole inner walls offer sliding slot.
Preferably, the side of the partition and the first access bridge, dock bridge and the second access bridge is screwed.
Preferably, first access bridge, the side sliding plug for docking bridge and the second access bridge have fixture block and fixture block, the card
The side of block and fixture block is fixedly connected with bracket, the bracket by screw with dock bridge or the second access bridge is screwed.
It is a kind of for building the application method for protecting the bridge structure of shallow embedding pipeline in Municipal Road Engineering, including following step
It is rapid:
S1, in engineering utilize prefabricated mold, the first access bridge of injection molding, docking bridge and the second access bridge and it is matched every
Plate；
S2, first cable-through hole to being made in step S1 in the first access bridge of side, docking bridge and the second access bridge, the second cable-through hole
Third cable-through hole, the 4th cable-through hole, the 5th cable-through hole and the 6th cable-through hole inner surface carry out deburring polishing treatment, and to every
The upper surface of plate carries out deburring polishing treatment；
S3, coating processing is carried out to the component of polishing treatment in step S2, plates wearability and corrosion resistance
Phosphating coat；
S4, the requirement according to construction site, the number selected the first access bridge, dock bridge and the second access bridge and partition, then by zero
Component consolidated delivery is to construction site；
S5, needing the ground that is laid with to be pre-processed, floor treatment flushed, stone cleaning impurity is removed, by each first access bridge,
The component of docking bridge and the second access bridge and partition is placed on certain position in advance, is then assembled；
The first docking tongue is embedded in the second gantry rear portion when S6, assembling, forms the first cable-through hole and the 4th cable-through hole complete
Slot, and the slot of composition is covered on above target pipeline；
S7, partition is inserted into the first cable-through hole and the 4th after in addition line being lifted if target pipeline is directly placed in ground
Cable-through hole it is interior, by the disconnected protection of target pipeline portion in the device；
S8, it multiple docking bridges are successively then docked into tongue by second is mutually butted and forms the 4th cable-through hole and third cable-through hole
Complete slot is mutually butted increase area coverage using docking bridge by the interspersed docking of partition, will finally by the second docking tongue
Docking bridge and the second access bridge dock to form complete passageway bridge.
Preferably, after the completion of docking, the first leather strap and the second leather strap are arranged at connecting sewing, in the first leather strap and the
When two leather straps are fabricated, phosphating coat is plated on the first leather strap and the second leather strap.
Preferably, first leather strap and the second leather strap are made using wearability polyurethane.
3. beneficial effect
Compared with prior art, the present invention provides a kind of for building the bridge knot for protecting shallow embedding pipeline in Municipal Road Engineering
Structure and its application method, have it is following the utility model has the advantages that
1. the invention is mutually butted the covering product that assembling increases passageway bridge by multiple docking bridges, is convenient to use all bases
Actual needs setting area coverage.
2. the invention is facilitated by the second cable-through hole and moves into earth's surface pipe-line wherein.
3. the invention blocks butt seam by the first leather strap, subtracts upside sundries and fill in assembling gap.
4. the invention is reduced the side impact force of vehicle and device by access bridge, strengthens the self-protection of device.
5. the invention is worked by the grafting that sliding slot facilitates partition.
6. the invention, by captive screw by partition and the first access bridge, dock bridge and the second access bridge is fixed, it is therefore prevented that partition
It is skidded off after installation, while facilitating disassembly, born a heavy burden by reducing the monomer that transport is carried after dismantling device, facilitate device
Handling work.
7. the invention is directly fixed by device side by fixture block, fixture block and bracket, reduces reinforcing difficulty.
Detailed description of the invention
Fig. 1 is agent structure schematic diagram of the invention；
Fig. 2 is the first access bridge structural schematic diagram of the invention；
Fig. 3 is docking bridge structural schematic diagram of the invention；
Fig. 4 is the second access bridge structural schematic diagram of the invention；
Fig. 5 is the portion A structural schematic diagram of the invention.
In figure: 1, the first access bridge；2, bridge is docked；3, the second access bridge；4, partition；5, the first docking tongue；6, the first cable-through hole；
7, first pair of lug；8, the second cable-through hole；9, the first gantry；10, the second docking tongue；11, third cable-through hole；12, the 4th line is crossed
Hole；13, second pair of lug；14, the first leather strap；15, the second gantry；16, the 5th cable-through hole；17, the 6th cable-through hole；18, third
Gantry；19, to lug；20, the second leather strap.
Specific embodiment
Following will be combined with the drawings in the embodiments of the present invention, and technical solution in the embodiment of the present invention carries out clear, complete
Site preparation description, it is clear that described embodiments are only a part of the embodiments of the present invention, instead of all the embodiments.
In the description of the present invention, it is to be understood that, term " on ", "lower", "front", "rear", "left", "right", "top",
The orientation or positional relationship of the instructions such as "bottom", "inner", "outside" is to be based on the orientation or positional relationship shown in the drawings, merely to just
In description the present invention and simplify description, rather than the device or element of indication or suggestion meaning must have a particular orientation, with
Specific orientation construction and operation, therefore be not considered as limiting the invention.
Embodiment 1:
Refering to fig. 1-4, it is a kind of for build in Municipal Road Engineering protect shallow embedding pipeline bridge structure, including the first access bridge 1,
Bridge 2 and the second access bridge 3 are docked,
First access bridge 1 includes the first docking tongue 5, the first cable-through hole 6 and the first gantry 9, and the first docking tongue 5 is fixedly connected on first
The front end of gantry 9, the first cable-through hole 6 are provided with the lower end of the first docking tongue 5；
Docking bridge 2 includes the second docking tongue 10, third cable-through hole 11, the 4th cable-through hole 12 and the second gantry 15, the second docking tongue
10 are fixedly connected on the front end of the second gantry 15, and third cable-through hole 11 is provided with the lower end of the second docking tongue 10, the 4th cable-through hole
12 are provided with the lower end of the second gantry 15, and the 5 activity interlocking of the first docking tongue is in the rear end of the second gantry 15；
Second access bridge 3 includes the 6th cable-through hole 17 and third gantry 18, and the 6th cable-through hole 17 is provided with the rear portion of third gantry 18
Lower end, the 10 activity interlocking of the second docking tongue is in the rear end of third gantry 18；
The interlocking of the internal slide of first cable-through hole 6 and the 4th cable-through hole 12 has partition 4, third cable-through hole 11 and the 6th cable-through hole 17
It slides and rabbets with partition 4, the first docking tongue 5 is embedded in 15 rear portion of the second gantry when assembling, the first cable-through hole 6 and the 4th is made to cross line
Hole 12 forms complete slot, and the slot of composition is covered on above target pipeline, will if the line is directly placed in earth's surface
Partition 4 is inserted into the first cable-through hole 6 and the 4th cable-through hole 12 after lifting and wards off by line, in the device by the disconnected protection of score
Portion, being similarly mutually butted multiple docking bridges 2 by the second docking tongue 10 forms the 4th cable-through hole 12 with third cable-through hole 11
Complete slot is mutually butted increase area coverage using docking bridge 2 by the interspersed docking of partition 4, finally by the second docking tongue
Docking bridge 2 and the docking of the second access bridge 3 are formed complete passageway bridge by 10, are mutually butted assembling by multiple docking bridges 2 and are increased
The covering product of passageway bridge, is convenient to use and all sets area coverage according to actual needs.
First access bridge 1 further includes first pair of lug 7 and the second cable-through hole 8, and institute's the second cable-through hole of art 8 is provided with the first gantry
9 lower end, first pair of lug 7 are symmetrically fixedly connected on 9 side of the first gantry, are similarly inserted into the second cable-through hole 8 by partition 4
The purpose of protection earth's surface route is played in portion, is facilitated by the second cable-through hole 8 and moves into earth's surface pipe-line wherein.
Docking bridge 2 further includes second pair of lug 13 and the first leather strap 14, and second pair of lug 13 is symmetrically fixedly connected on second
The side of gantry 15, the first leather strap 14 are fixedly connected on the upper end of the second gantry 15, block butt seam by the first leather strap 14,
Subtract upside sundries to fill in assembling gap.
Second access bridge 3 further includes the 5th cable-through hole 16, to lug 19 and the second leather strap 20, and the 5th cable-through hole 16 is provided with
Three gantries 18 deviate from the lower end of the 6th cable-through hole 17, and the side of third gantry 18, the second skin are symmetrically fixedly connected on to lug 19
Item 20 is fixedly connected on the upper end of third gantry 18, by first pair of lug, 7, second pairs of lugs 13 and to lug 19 and by outer
Add screw and nut to be fixed, achievees the purpose that reinforce the first access bridge 1, docking bridge 2 and the second access bridge 3, vehicle is reduced by access bridge
Side impact force with device, strengthens the self-protection of device；
It is a kind of for build in Municipal Road Engineering protect shallow embedding pipeline bridge structure application method, comprising the following steps:
S1, prefabricated mold, the first access bridge of injection molding 1, docking bridge 2 and the second access bridge 3 and matched are utilized in engineering
Partition 4；
S2, the first cable-through hole 6 to being made in step S1 in the first access bridge of side 1, docking bridge 2 and the second access bridge 3, the second cable-through hole
8 third cable-through holes 11, the 4th cable-through hole 12, the 5th cable-through hole 16 and the 6th cable-through hole 17 inner surface carry out at deburring polishing
Reason, and deburring polishing treatment is carried out to the upper surface of partition 4；
S3, coating processing is carried out to the component of polishing treatment in step S2, plates wearability and corrosion resistance
Phosphating coat；
S4, the requirement according to construction site, the number selected the first access bridge 1, dock bridge 2 and the second access bridge 3 and partition 4, then
By components consolidated delivery to construction site；
S5, it is needing the ground being laid with to be pre-processed, floor treatment is flushed, stone cleaning impurity is removed, by each first access bridge
1, bridge 2 and the second access bridge 3 are docked and the component of partition 4 is placed on certain position in advance, is then assembled；
The first docking tongue 5 is embedded in 15 rear portion of the second gantry when S6, assembling, forms the first cable-through hole 6 and the 4th cable-through hole 12
Complete slot, and the slot of composition is covered on above target pipeline；
S7, partition 4 is inserted into the first cable-through hole 6 and after in addition line being lifted if target pipeline is directly placed in ground
Four cable-through holes 6 it is interior, by the disconnected protection of target pipeline portion in the device；
S8, successively multiple docking bridges 2 are mutually butted by the second docking tongue 10 then the 4th cable-through hole 12 and third is made to cross line
Hole 11 forms complete slot, by the interspersed docking of partition 4, is mutually butted increase area coverage using docking bridge 2, finally by the
Two docking tongues 10 will dock bridge 2 and the docking of the second access bridge 3 forms complete passageway bridge.
After the completion of docking, the first leather strap 14 and the second leather strap 20 are arranged at connecting sewing, in the first leather strap 14 and the
When two leather straps 20 are fabricated, phosphating coat is plated on the first leather strap 14 and the second leather strap 20.
First leather strap 14 and the second leather strap 20 are made using wearability polyurethane.
Embodiment 2:
It is a kind of for building the bridge structure for protecting shallow embedding pipeline in Municipal Road Engineering referring to Fig. 2-4, it is basic with embodiment 1
It is identical, moreover, the first cable-through hole 6,8 third cable-through hole 11 of the second cable-through hole, the 4th cable-through hole 12, the 5th cable-through hole
16 and 17 inner wall of the 6th cable-through hole offer sliding slot, by sliding slot facilitate partition 4 grafting work.
The side of partition 4 and the first access bridge 1 dock bridge 2 and the second access bridge 3 is screwed, by captive screw pass through every
The side of plate 4 and the first gantry 9, the second gantry 15 and third gantry 18 are fixed, by captive screw by partition 4 and the first access bridge
1, it docks bridge 2 and the second access bridge 3 is fixed, it is therefore prevented that partition 4 skids off after installing, while facilitating disassembly, by dismantling device
Reduce the monomer weight bearing that transport is carried afterwards, facilitates the handling work of device.
Embodiment 3:
It is a kind of for building the bridge structure for protecting shallow embedding pipeline in Municipal Road Engineering referring to Fig. 5, with the basic phase of embodiment 1
Together, first access bridge 1, the side sliding plug for docking bridge 2 and the second access bridge 3 have fixture block 21 and fixture block 23, the fixture block 21
Be fixedly connected with bracket 22 with the side of fixture block 23, the bracket 22 by screw with dock bridge 2 or 3 screw thread of the second access bridge is consolidated
It is fixed, it is directly fixed by device side by fixture block 21, fixture block 23 and bracket 22, reduces reinforcing difficulty.
Working principle: the first docking tongue 5 is embedded in 15 rear portion of the second gantry when assembling, makes the first cable-through hole 6 and the 4th mistake
String holes 12 forms complete slot, and the slot of composition is covered on above target pipeline, if the line is directly placed in earth's surface
Partition 4 is inserted into the first cable-through hole 6 and the 4th cable-through hole 12 after line is lifted and is warded off, in the device by the disconnected protection of score
Portion, being similarly mutually butted multiple docking bridges 2 by the second docking tongue 10 forms the 4th cable-through hole 12 with third cable-through hole 11
Complete slot is mutually butted increase area coverage using docking bridge 2 by the interspersed docking of partition 4, finally by the second docking tongue
Docking bridge 2 and the docking of the second access bridge 3 are formed complete passageway bridge by 10, are similarly inserted into inside the second cable-through hole 8 by partition 4,
The purpose for playing protection earth's surface route, by first pair of lug, 7, second pairs of lugs 13 and to lug 19 and by captive screw spiral shell
Mother is fixed, and achievees the purpose that reinforce the first access bridge 1, docking bridge 2 and the second access bridge 3, passes through partition 4 by captive screw
Side and the first gantry 9, the second gantry 15 and third gantry 18 are fixed.
The foregoing is only a preferred embodiment of the present invention, but scope of protection of the present invention is not limited thereto,
Anyone skilled in the art in the technical scope disclosed by the present invention, according to the technique and scheme of the present invention and its
Inventive concept is subject to equivalent substitution or change, should be covered by the protection scope of the present invention.
Claims (10)
1. a kind of for building the bridge structure for protecting shallow embedding pipeline in Municipal Road Engineering, including the first access bridge (1), docking bridge
(2) and the second access bridge (3), it is characterised in that:
First access bridge (1) includes the first docking tongue (5), the first cable-through hole (6) and the first gantry (9), first docking
Tongue (5) is fixedly connected on the front end of the first gantry (9), and first cable-through hole (6) is provided with the lower end of the first docking tongue (5)；
The docking bridge (2) includes the second docking tongue (10), third cable-through hole (11), the 4th cable-through hole (12) and the second gantry
(15), second docking tongue (10) is fixedly connected on the front end of the second gantry (15), and the third cable-through hole (11) is provided with
The lower end of second docking tongue (10), the 4th cable-through hole (12) are provided with the lower end of the second gantry (15), first docking
Rear end of tongue (5) the activity interlocking in the second gantry (15)；
Second access bridge (3) includes the 6th cable-through hole (17) and third gantry (18), and the 6th cable-through hole (17) is provided with
The rear portion lower end of third gantry (18), rear end of the second docking tongue (10) activity interlocking in third gantry (18)；
The interlocking of the internal slide of first cable-through hole (6) and the 4th cable-through hole (12) has partition (4), the third cable-through hole
(11) rabbet with the 6th cable-through hole (17) with partition (4) sliding.
2. it is according to claim 1 a kind of for building the bridge structure for protecting shallow embedding pipeline in Municipal Road Engineering,
Be characterized in that: the first access bridge (1) further includes first pair of lug (7) and the second cable-through hole (8), and institute's the second cable-through hole of art (8) opens up
In the lower end of the first gantry (9), first pair of lug (7) is symmetrically fixedly connected on the first gantry (9) side.
3. it is according to claim 2 a kind of for building the bridge structure for protecting shallow embedding pipeline in Municipal Road Engineering,
Be characterized in that: the docking bridge (2) further includes second pair of lug (13) and the first leather strap (14), and second pair of lug (13) is right
Claim the side for being fixedly connected on the second gantry (15), first leather strap (14) is fixedly connected on the upper end of the second gantry (15).
4. it is according to claim 3 a kind of for building the bridge structure for protecting shallow embedding pipeline in Municipal Road Engineering,
Be characterized in that: second access bridge (3) further includes the 5th cable-through hole (16), to lug (19) and the second leather strap (20), and described
Five cable-through holes (16) are provided with the lower end that third gantry (18) deviate from the 6th cable-through hole (17), described symmetrically fixed to lug (19)
It is connected to the side of third gantry (18), second leather strap (20) is fixedly connected on the upper end of third gantry (18).
5. it is according to claim 4 a kind of for building the bridge structure for protecting shallow embedding pipeline in Municipal Road Engineering,
It is characterized in that: first cable-through hole (6), the second cable-through hole (8) third cable-through hole (11), the 4th cable-through hole (12), the 5th mistake
String holes (16) and the 6th cable-through hole (17) inner wall offer sliding slot.
6. it is according to claim 1 a kind of for building the bridge structure for protecting shallow embedding pipeline in Municipal Road Engineering,
Be characterized in that: the side of the partition (4) and the first access bridge (1) dock bridge (2) and the second access bridge (3) is screwed.
7. it is according to claim 1 a kind of for building the bridge structure for protecting shallow embedding pipeline in Municipal Road Engineering,
Be characterized in that: first access bridge (1), the side sliding plug for docking bridge (2) and the second access bridge (3) have fixture block (21) and fixture block
(23), the side of the fixture block (21) and fixture block (23) is fixedly connected with bracket (22), the bracket (22) by screw with it is right
It connects bridge (2) or the second access bridge (3) is screwed.
8. for protecting the application method of the bridge structure of shallow embedding pipeline in a kind of work China Democratic National Construction Association construction as claimed in claim 4,
Characterized by comprising the following steps:
S1, in engineering utilize prefabricated mold, the first access bridge of injection molding (1), docking bridge (2) and the second access bridge (3) and
Matched partition (4)；
S2, in step S1 make the first access bridge of side (1), docking bridge (2) and the second access bridge (3) in first cable-through hole
(6), the second cable-through hole (8) third cable-through hole (11), the 4th cable-through hole (12), the 5th cable-through hole (16) and the 6th cable-through hole (17)
Inner surface carry out deburring polishing treatment, and to the upper surface of partition (4) carry out deburring polishing treatment；
S3, coating processing is carried out to the component of polishing treatment in step S2, plates wearability and corrosion resistance
Phosphating coat；
S4, the requirement according to construction site select of the first access bridge (1), docking bridge (2) and the second access bridge (3) and partition (4)
Number, then by components consolidated delivery to construction site；
S5, it is needing the ground being laid with to be pre-processed, floor treatment is flushed, stone cleaning impurity is removed, by each first access bridge
(1), bridge (2) and the second access bridge (3) are docked and the component of partition (4) is placed on certain position in advance, is then assembled；
The first docking tongue (5) is embedded in the second gantry (15) rear portion when S6, assembling, makes the first cable-through hole (6) and the 4th cable-through hole
(12) complete slot is formed, and the slot of composition is covered on above target pipeline；
S7, partition (4) is inserted into the first cable-through hole (6) after in addition line being lifted if target pipeline is directly placed in ground
It is interior with the 4th cable-through hole (6), by the disconnected protection of target pipeline portion in the device；
S8, successively multiple docking bridges (2) are mutually butted by the second docking tongue (10) then make the 4th cable-through hole (12) and the
Three cable-through holes (11) form complete slot, by partition (4) interspersed docking, are mutually butted increase covering surface using docking bridge (2)
Product will dock bridge (2) finally by the second docking tongue (10) and the second access bridge (3) docking forms complete passageway bridge.
9. the application method of bridge structure according to claim 8, which is characterized in that after the completion of docking, by the first skin
Item (14) and the second leather strap (20) are arranged at connecting sewing, are fabricated in the first leather strap (14) and the second leather strap (20)
When, phosphating coat is plated on the first leather strap (14) and the second leather strap (20).
10. the application method of bridge structure according to claim 9, which is characterized in that first leather strap (14) and
Two leather straps (20) are made using wearability polyurethane.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201910219934.7A CN109944130B (en) | 2019-04-28 | 2019-04-28 | Road and bridge structure for protecting shallow buried pipeline in construction municipal road engineering and use method thereof |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201910219934.7A CN109944130B (en) | 2019-04-28 | 2019-04-28 | Road and bridge structure for protecting shallow buried pipeline in construction municipal road engineering and use method thereof |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN109944130A true CN109944130A (en) | 2019-06-28 |
| CN109944130B CN109944130B (en) | 2021-01-26 |
Family
ID=67011185
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201910219934.7A Active CN109944130B (en) | 2019-04-28 | 2019-04-28 | Road and bridge structure for protecting shallow buried pipeline in construction municipal road engineering and use method thereof |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN109944130B (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| RU2775501C1 (en) * | 2021-07-29 | 2022-07-04 | Общество с ограниченной ответственностью "Центр технических разработок" | Safety structure for road crossing through hose pipelines and a set of sections for its implementation |
| CN115110374A (en) * | 2022-07-05 | 2022-09-27 | 广州市城市规划勘测设计研究院 | Town road antiskid structure |
Citations (13)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| AU3227678A (en) * | 1978-01-09 | 1979-07-19 | Irathane Systems Inc | Crossover unit for cables, hoses or the like |
| JPH0653609U (en) * | 1991-11-01 | 1994-07-22 | 株式会社永木精機 | Hose protection vehicle passage tool |
| NL1007585C2 (en) * | 1997-11-19 | 1999-05-20 | Kuiken Nv | Hose bridge. |
| CN202134879U (en) * | 2011-07-29 | 2012-02-01 | 中国建筑第二工程局有限公司 | Bridge type cable protection device |
| CN202954276U (en) * | 2012-07-08 | 2013-05-29 | 程慧琴 | Water pipe cable protection cover |
| CN203834310U (en) * | 2014-01-20 | 2014-09-17 | 新兴重工湖北三六一一机械有限公司 | Lightweight universal-type highway crossing device |
| CN203846365U (en) * | 2014-04-23 | 2014-09-24 | 深圳市工勘岩土集团有限公司 | Road pipe protecting structure |
| CN204216552U (en) * | 2014-11-19 | 2015-03-18 | 孟祥宇 | Stage power wire protection device |
| CN205636406U (en) * | 2016-05-24 | 2016-10-12 | 山东潍坊烟草有限公司 | Drip irrigation tobacco field vehicle and pass through strutting arrangement |
| CN206542139U (en) * | 2017-03-03 | 2017-10-03 | 全南县彩美达科技发展有限公司 | A kind of pressuring line groove for electric wire arrangement |
| CN206992654U (en) * | 2017-06-26 | 2018-02-09 | 上海中煤物探测量有限公司 | A kind of construction Ground wire protection device |
| CN108007537A (en) * | 2017-11-28 | 2018-05-08 | 中山市小榄企业服务有限公司 | A kind of Reinforced Concrete Double T beam weighing platforms |
| CN208748461U (en) * | 2018-06-08 | 2019-04-16 | 万宝盛建设集团股份有限公司 | It is a kind of for protecting the environmental type road of shallow embedding pipeline |
-
2019
- 2019-04-28 CN CN201910219934.7A patent/CN109944130B/en active Active
Patent Citations (13)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| AU3227678A (en) * | 1978-01-09 | 1979-07-19 | Irathane Systems Inc | Crossover unit for cables, hoses or the like |
| JPH0653609U (en) * | 1991-11-01 | 1994-07-22 | 株式会社永木精機 | Hose protection vehicle passage tool |
| NL1007585C2 (en) * | 1997-11-19 | 1999-05-20 | Kuiken Nv | Hose bridge. |
| CN202134879U (en) * | 2011-07-29 | 2012-02-01 | 中国建筑第二工程局有限公司 | Bridge type cable protection device |
| CN202954276U (en) * | 2012-07-08 | 2013-05-29 | 程慧琴 | Water pipe cable protection cover |
| CN203834310U (en) * | 2014-01-20 | 2014-09-17 | 新兴重工湖北三六一一机械有限公司 | Lightweight universal-type highway crossing device |
| CN203846365U (en) * | 2014-04-23 | 2014-09-24 | 深圳市工勘岩土集团有限公司 | Road pipe protecting structure |
| CN204216552U (en) * | 2014-11-19 | 2015-03-18 | 孟祥宇 | Stage power wire protection device |
| CN205636406U (en) * | 2016-05-24 | 2016-10-12 | 山东潍坊烟草有限公司 | Drip irrigation tobacco field vehicle and pass through strutting arrangement |
| CN206542139U (en) * | 2017-03-03 | 2017-10-03 | 全南县彩美达科技发展有限公司 | A kind of pressuring line groove for electric wire arrangement |
| CN206992654U (en) * | 2017-06-26 | 2018-02-09 | 上海中煤物探测量有限公司 | A kind of construction Ground wire protection device |
| CN108007537A (en) * | 2017-11-28 | 2018-05-08 | 中山市小榄企业服务有限公司 | A kind of Reinforced Concrete Double T beam weighing platforms |
| CN208748461U (en) * | 2018-06-08 | 2019-04-16 | 万宝盛建设集团股份有限公司 | It is a kind of for protecting the environmental type road of shallow embedding pipeline |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| RU2775501C1 (en) * | 2021-07-29 | 2022-07-04 | Общество с ограниченной ответственностью "Центр технических разработок" | Safety structure for road crossing through hose pipelines and a set of sections for its implementation |
| RU2775501C9 (en) * | 2021-07-29 | 2023-03-02 | Общество с ограниченной ответственностью "Центр технических разработок" | Safety structure for road crossing through hose pipelines and a set of sections for its implementation |
| CN115110374A (en) * | 2022-07-05 | 2022-09-27 | 广州市城市规划勘测设计研究院 | Town road antiskid structure |
Also Published As
| Publication number | Publication date |
|---|---|
| CN109944130B (en) | 2021-01-26 |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN102493603B (en) | Prefabricated column of reserved concealed column channel, concealed column type complete assembled earthquake-resistant building and its method | |
| CN105848839A (en) | Stub matching prefabricated form system used for corrugated steel web composite structure girder bridge | |
| CN109944130A (en) | It is a kind of for build in Municipal Road Engineering protect shallow embedding pipeline bridge structure and its application method | |
| CN103374880B (en) | The connecting structure of a kind of precast pier and cushion cap and dock construction method thereof | |
| CN107476812A (en) | A kind of assembled inverted arch and preparation method thereof | |
| CN105586867A (en) | Installation method for over-length over-weight steel reinforcement cage | |
| CN207499880U (en) | A kind of assembled inverted arch | |
| CN208455635U (en) | Soil property basal plane ramp ladder | |
| CN202099706U (en) | Late construction structure for car ramp close to buildings | |
| US20140357451A1 (en) | Modular knockdown climbing volumes, kits and method of assembly | |
| CN205558303U (en) | Glomeration mode is planned hoisting blockwork piece and is built by laying bricks or stones and use steel base | |
| CN207497383U (en) | Assembly type powder storing bin | |
| CN107882401A (en) | A kind of abrasion-proof structure and construction method of coal bunker warehouse bottom | |
| CN107299596A (en) | Support beam template system and its construction method under concrete support trestle plate | |
| CN207420179U (en) | A kind of abrasion-proof structure of coal bunker warehouse lower part | |
| CA2269879A1 (en) | Element of load-bearing structures, especially girders for modular shelves | |
| CN208668244U (en) | A kind of soft bridge and water-based amusement rides for water-based amusement rides | |
| CN106677795A (en) | Structure and installation process of single deck steel concrete composite lining for high water pressure tunnels in coastal area | |
| CN102587682B (en) | Strengthening method for lightening seismic response of frame structure | |
| CN106499436A (en) | There is assembling method in the shield tunnel joint built-in fitting and shield tunnel ring of interior hydraulic pressure | |
| CN207620441U (en) | The detachable reinforcing steel processing shed of regularization | |
| CN207177120U (en) | A kind of overhanging type vertical shaft stair | |
| US3012300A (en) | Form for concrete shelter | |
| CN204754435U (en) | Cement fence of easily assembling | |
| CN104847377A (en) | Manufacturing method of reinforced concrete pillars for mine roadways |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| PB01 | Publication | ||
| PB01 | Publication | ||
| SE01 | Entry into force of request for substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| TA01 | Transfer of patent application right |
Effective date of registration: 20210107 Address after: 510700 Room 502, 5th floor, building 3, No. 15, Ruifa Road, Huangpu District, Guangzhou City, Guangdong Province Applicant after: Guangdong Yuanyin Engineering Design Co.,Ltd. Address before: 430000 No.53 Xujiazhuang, Yuyue Town, Jiayu County, Xianning City, Hubei Province Applicant before: Dong Youjun |
|
| TA01 | Transfer of patent application right | ||
| GR01 | Patent grant | ||
| GR01 | Patent grant |