CN209323291U - A kind of anti-settling road structure - Google Patents
A kind of anti-settling road structure Download PDFInfo
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- CN209323291U CN209323291U CN201821841046.6U CN201821841046U CN209323291U CN 209323291 U CN209323291 U CN 209323291U CN 201821841046 U CN201821841046 U CN 201821841046U CN 209323291 U CN209323291 U CN 209323291U
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- settling
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- movable table
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Abstract
The utility model relates to a kind of anti-settling road structures, including road surface articulamentum, upper rammed earth layer, dirt filled layer and the lower rammed earth layer being laid with from top to bottom；Level is equipped with anti-settling plate in upper rammed earth layer, and anti-settling plate lower end is provided with tubular pole；It is provided with anti-settling bar on tubular pole, anti-settling bar is oppositely arranged on the side wall of tubular pole and horizontally slidable, and anti-settling bar is vertical with tubular pole axis；It is provided with movable table, connecting rod and motion bar in tubular pole and three's axis is overlapped with tubular pole axis；Movable table is smaller for the area of frustum cone structure and bottom circle；Anti-settling bar is provided with inclined-plane matched with movable table side wall close to one end of tubular pole axis；Connecting rod bottom is fixedly connected with movable table upper surface, is fixedly connected with motion bar lower end surface at the top of connecting rod；Movable shank diameter is identical as movable table upper end diameter of a circle.The utility model has the effect of that road structure is effectively prevent to settle.
Description
Technical field
The utility model relates to the technical fields of road structure, more particularly, to a kind of anti-settling road structure.
Background technique
Currently, roadbed refers to the banded structure as road bed built according to route allocation and certain technical requirements
Object is linear structure object made of being built with soil or building stones.Roadbed is the basis of railway and highway, is directly related to railway and public affairs
It road can normal use.
In existing technology, roadbed is chronically exposed in external environment, is easy to receive weather influence, sedimentation phenomenon occurs,
Influence being normally carried out for traffic.If patent publication No. is CN205711586U, the applying date is on June 22nd, 2016, publication number
For a kind of anti-settling road structure that the patent document on November 23rd, 2016 provides, which uses anti-settling column and arc
Hangnail is arranged for fixing position in the structure of shape protrusion on anti-settling column.
Prior art among the above has the following deficiencies: that the structure of anti-settling column is special, and when installation is more troublesome, and adds
Enter the structure of hangnail, not can be carried out the installation of piling formula, needs to carry out laying setting, construction is inconvenient and cannot effectively prevent
Road structure sedimentation.
Utility model content
The purpose of the utility model is to provide a kind of anti-settling road structures.
The above-mentioned purpose of utility model of the utility model has the technical scheme that
A kind of anti-settling road structure, it is characterised in that: including be laid with from top to bottom road surface articulamentum, upper rammed earth layer,
Dirt filled layer and lower rammed earth layer；Level is equipped with anti-settling plate in upper rammed earth layer, and anti-settling plate lower end is provided with tubular pole；Tubular pole
Bottom is arranged in lower rammed earth layer；Anti-settling bar is provided on tubular pole, anti-settling bar is oppositely arranged on the side wall of tubular pole and can
Level sliding, anti-settling bar are vertical with tubular pole axis；Movable table, connecting rod and motion bar and three's axis are provided in tubular pole
It is overlapped with tubular pole axis；Movable table is smaller for the area of structure and bottom circle that bottom rotary table and Upper cylindrical are composed；
Anti-settling bar is provided with inclined-plane matched with movable table side wall close to one end of tubular pole axis；Connecting rod bottom is fixedly connected with activity
Platform upper surface, connecting rod top are fixedly connected with motion bar lower end surface；Movable shank diameter is identical as movable table upper end diameter of a circle.
By using above-mentioned technical proposal, tubular pole is set in anti-settling plate lower end, tubular pole can be installed by piling mode
In lower rammed earth layer and dirt filled layer.Tubular pole be it is hollow, the anti-settling plate being arranged on tubular pole side wall horizontal can slide, pipe
It is provided with movable table and motion bar in stake, squeezing anti-settling bar by the side of movable table can force it mobile to two sides, into
Enter into dirt filled layer.The contact area of the dirt filled layer for increasing tubular pole of deflecting, the hardened structure of anti-settling be not easily settled.
Anti-settling bar is arranged inside tubular pole, easy for installation as tubular pole enters roadbed level together, time saving and energy saving.
The utility model is further arranged to, and one end on anti-settling bar close to tubular pole axis is vertically arranged with engaging
Piece, tubular pole inner wall are provided with engaging slot matched with snap-latch piece.
By using above structure, anti-settling bar end is arranged the structure of snap-latch piece, avoids carrying before the mounting
Anti-settling bar is skidded off from tubular pole in the process.
The utility model is further arranged to: being one group in the monosymmetric two anti-settling bars of tubular pole axis, at one
Three groups of anti-settling bars are provided on tubular pole.
By using above-mentioned technical proposal, multiple groups anti-settling bar is set, further increases anti-settling bar and is being squeezed out
With the contact area of filled layer after tubular pole, the effect of anti-settling is improved.
The utility model is further arranged to: tubular pole bottom is set as prong structure, and anti-settling bar is far from tubular pole axis
One end is also set as prong structure.
By using above-mentioned technical proposal, front end is made into the shape of tip, increases pressure during installation, so that installing
Cheng Gengjia is smooth.
The utility model is further arranged to: anti-settling bar is provided with magnet, tubular pole outer wall far from one end of tubular pole axis
For irony.
By using above structure, before being installed, the magnet on anti-settling bar can be adsorbed on outside the tubular pole of irony
On wall, avoid falling off.
The utility model is further arranged to: anti-settling bar is connected with rubber band, rubber band two sides close to one end of tubular pole axis
It is separately connected two symmetrical anti-settling bars；It is fixedly installed with blade in movable table bottom, blade is corresponding with rubber band position.
By using above-mentioned technical proposal, rubber band, during installation, anti-settling are connected between the anti-settling bar being oppositely arranged
Bar is always positioned inside tubular pole, does not influence the installation of tubular pole itself, after tubular pole is installed, moves down motion bar and activity
Platform, blade cut rubber band, and movable table can successfully squeeze anti-settling bar.
The utility model is further arranged to: motion bar top is fixedly connected with limit film, and limit film is horizontally disposed, tubular pole side
Wall is provided with slot matched with limit film；Limit film upper end is provided with bolt, and bolt passes through limit film and tubular pole sidewall thread connects
It connects.
By using above-mentioned technical proposal, after installation is complete, the position of motion bar can be fixed, avoid it because outer
Boundary's pressure and move.
The utility model is further arranged to: limit film and bolt are provided at least two on motion bar top.
In conclusion the advantageous effects of the utility model are as follows:
1. increasing the design of tubular pole and anti-settling bar, movable table when installation in tubular pole squeezes anti-settling bar, passes through increase
The mode of contact area increases the stability of structure, prevents road structure from settling；
2. rubber band, magnet are added in anti-settling bar, the design of blade is added on movable table, it can in advance will be symmetrical
Anti-settling bar is combined, avoid installation tubular pole when anti-settling bar cause to hinder, be convenient for tubular pole and anti-settling bar installation,
Arrangement.
Detailed description of the invention
Fig. 1 is the agent structure schematic diagram of the utility model.
Fig. 2 is the vertical cross-sectional view of tube pile structure of the utility model.
Fig. 3 is the motion bar structural vertical cross-sectional view of the utility model.
Fig. 4 is the tube pile structure schematic top plan view of the utility model.
Appended drawing reference: 1, road surface articulamentum；2, upper rammed earth layer；3, dirt filled layer；4, lower rammed earth layer；5, anti-settling plate；
6, tubular pole；601, engaging slot；7, anti-settling bar；701, snap-latch piece；702, rubber band；8, movable table；801, blade；9, connecting rod；
10, motion bar；11, limit film；12, bolt.
Specific embodiment
The utility model is described in further detail below in conjunction with attached drawing.
It referring to Fig.1, is a kind of anti-settling road structure disclosed by the utility model, using the structure being laid with layer by layer, from upper
Road surface articulamentum 1, upper rammed earth layer 2, dirt filled layer 3 and lower rammed earth layer 4 are successively laid under and.Anti-settling plate 5 is laid on
In rammed earth layer 2, anti-settling plate 5 is horizontally disposed with always.The lower end of anti-settling plate 5 is provided with tubular pole 6, the lower end setting of tubular pole 6
For the structure of tip, it is easy to use the mode of piling that tubular pole 6 is entered in lower rammed earth layer 4.
Referring to Fig.1, Fig. 2, tubular pole 6 are cylindrical structure and inner hollow, are horizontally disposed with anti-settling bar 7, anti-settling in tubular pole 6
Bar 7 is vertical with the axis of tubular pole 6, and the side wall of tubular pole 6 is provided with through-hole matched with anti-settling bar 7, and anti-settling bar 7 is in through-hole
Level sliding.Anti-settling bar 7 is arranged in tubular pole 6 about 6 axisymmetrical of tubular pole, and every two symmetrical anti-settling bars 7 are set as
One group, three groups of anti-settling bars 7 are provided in tubular pole 6.It is provided with movable table 8 in tubular pole 6, movable table 8 is bottom rotary table and upper
End cylinder is composed.Anti-settling bar 7 is provided with the inclined-plane with the cooperation of 8 side wall of movable table close to the side of 6 axis of tubular pole, in work
Dynamic platform 8 can squeeze anti-settling bar 7 when moving down in the horizontal direction.
Referring to Fig. 2, the side of 6 axis of tubular pole is provided with snap-latch piece 701 in anti-settling bar 7, on 6 inner sidewall of tubular pole
It is provided with engaging slot 601 matched with snap-latch piece 701, engaging slot 601 and snap-latch piece 701 are vertically arranged.In anti-settling bar 7
Side close to 6 axis of tubular pole is provided with rubber band 702, and the both ends of rubber band 702 are separately connected anti-settling bar at two be oppositely arranged
7.Blade 801 is fixedly installed in the lower end of movable table 8, the position of blade 801 is corresponding with rubber band 702.
Referring to Fig. 2, Fig. 3,8 upper end of movable table is equipped with connecting rod 9, and 9 upper end of connecting rod connects motion bar 10.Motion bar 10
Diameter is identical as 6 internal diameter of tubular pole, and the vertical sliding in tubular pole 6 of motion bar 10 is provided with limit film 11 at the top of motion bar 10, limit
Bit slice 11 can engage with the side wall at 6 top of tubular pole, and bolt 12 is vertically arranged in limit film 11.Bolt 12 passes through limit film 11
It is connect with 6 sidewall thread of tubular pole.
The implementation principle of the present embodiment are as follows: when carrying out roadbed laying, soil is tamped on roadbed, forms lower rammed earth layer 4,
By in tubular pole 6 motion bar 10 and movable table 8 extract out, tubular pole 6 is followed closely using the mode of piling into lower rammed earth layer 4, in lower rammer
Movable table 8 and motion bar 10 are put into tubular pole 6 by the dirt filled layer 3 that adequate thickness is laid on soil layer 4 after laying finishes,
It drives piles again, movable table 8 moves straight down, and blade 801 cuts rubber band 702, and movable table 8 squeezes anti-settling bar 7, anti-settling
Bar 7 can be mobile to two sides.The contact area with dirt filled layer 3 is increased, the effect of anti-settling is enhanced, on motion bar 10
End installation anti-settling plate 5.Rammed earth layer 2 and road surface articulamentum 1 are re-layed later, are laid with work and are completed.
The embodiment of present embodiment is the preferred embodiment of the utility model, and not limitation is originally practical new according to this
The protection scope of type, therefore: the equivalence changes that all structures, shape, principle according to the utility model are done should all be covered by practical
Within novel protection scope.
Claims (8)
1. a kind of anti-settling road structure, it is characterised in that: including road surface articulamentum (1), the upper rammed earth layer being laid with from top to bottom
(2), dirt filled layer (3) and lower rammed earth layer (4)；
The interior level of upper rammed earth layer (2) is equipped with anti-settling plate (5), and anti-settling plate (5) lower end is provided with tubular pole (6)；Tubular pole (6) bottom
Portion is arranged in lower rammed earth layer (4)；It is provided on tubular pole (6) anti-settling bar (7), anti-settling bar (7) is oppositely arranged on tubular pole (6)
Side wall on and it is horizontally slidable, anti-settling bar (7) is vertical with tubular pole (6) axis；
Movable table (8), connecting rod (9) and motion bar (10) are provided in tubular pole (6) and three's axis with tubular pole (6) axis weight
It closes；Movable table (8) is less than the top area of a circle for the area of structure and bottom circle that bottom rotary table and Upper cylindrical are composed；It is anti-
Sedimentation bar (7) is provided with inclined-plane matched with movable table (8) side wall close to one end of tubular pole (6) axis；Connecting rod (9) bottom is solid
Surely movable table (8) upper surface is connected, is fixedly connected with motion bar (10) lower end surface at the top of connecting rod (9)；Motion bar (10) diameter with
Movable table (8) upper end diameter of a circle is identical.
2. a kind of anti-settling road structure according to claim 1, it is characterised in that: close to tubular pole on anti-settling bar (7)
(6) one end of axis is vertically arranged with snap-latch piece (701), and tubular pole (6) inner wall is provided with and snap-latch piece (701) matched engaging slot
(601).
3. a kind of anti-settling road structure according to claim 1, it is characterised in that: symmetrical in tubular pole (6) axis two sides
Two anti-settling bars (7) be one group, three groups of anti-settling bars (7) are provided on a root canal pile (6).
4. a kind of anti-settling road structure according to claim 1, it is characterised in that: tubular pole (6) bottom is set as tip
Structure, anti-settling bar (7) are also set as prong structure far from one end of tubular pole (6) axis.
5. a kind of anti-settling road structure according to claim 1, it is characterised in that: anti-settling bar (7) is far from tubular pole (6)
One end of axis is provided with magnet, and tubular pole (6) outer wall is irony.
6. a kind of anti-settling road structure according to claim 1, it is characterised in that: anti-settling bar (7) is close to tubular pole (6)
One end of axis is connected with rubber band (702), and rubber band (702) two sides are separately connected two symmetrical anti-settling bars (7)；In movable table
(8) bottom is fixedly installed with blade (801), and blade (801) is corresponding with rubber band (702) position.
7. a kind of anti-settling road structure according to claim 1, it is characterised in that: motion bar (10) top is fixedly connected
Limit film (11), limit film (11) is horizontally disposed, and tubular pole (6) side wall is provided with and limit film (11) matched slot；Limit film
(11) upper end is provided with bolt (12), and bolt (12) passes through limit film (11) and connect with tubular pole (6) sidewall thread.
8. a kind of anti-settling road structure according to claim 7, it is characterised in that: limit film (11) and bolt (12) exist
Motion bar (10) top is provided at least two.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201821841046.6U CN209323291U (en) | 2018-11-07 | 2018-11-07 | A kind of anti-settling road structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201821841046.6U CN209323291U (en) | 2018-11-07 | 2018-11-07 | A kind of anti-settling road structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN209323291U true CN209323291U (en) | 2019-08-30 |
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ID=67709819
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201821841046.6U Active CN209323291U (en) | 2018-11-07 | 2018-11-07 | A kind of anti-settling road structure |
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Cited By (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111593722A (en) * | 2020-05-29 | 2020-08-28 | 杭州市城市建设基础工程有限公司 | Building surface settlement repairing method |
| CN111827336A (en) * | 2020-07-28 | 2020-10-27 | 河北荣威电力工程有限公司 | Electric power engineering pipeline installation structure and installation method |
| CN112092179A (en) * | 2020-09-16 | 2020-12-18 | 黄娟玲 | Preparation process of anti-settling prestressed concrete pipe pile |
| CN112195914A (en) * | 2020-09-25 | 2021-01-08 | 昆山市经协建筑装璜有限责任公司 | Cement mixing pile applied to silt layer geological soft foundation and construction method thereof |
| CN112376552A (en) * | 2020-11-24 | 2021-02-19 | 武汉盛士瑞建设工程有限公司 | Energy-saving pile foundation and construction method thereof |
| CN112813759A (en) * | 2021-01-25 | 2021-05-18 | 罗志球 | Soft soil roadbed and normal roadbed juncture prevent subsiding structure |
| CN113481980A (en) * | 2021-06-02 | 2021-10-08 | 夏旭光 | Anti-settling concrete embedded pile for foundation reinforcement |
| CN113529696A (en) * | 2021-06-26 | 2021-10-22 | 嘉兴市康立德构件股份有限公司 | Graded combined silicon powder modified concrete pipe pile and preparation method thereof |
-
2018
- 2018-11-07 CN CN201821841046.6U patent/CN209323291U/en active Active
Cited By (9)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111593722A (en) * | 2020-05-29 | 2020-08-28 | 杭州市城市建设基础工程有限公司 | Building surface settlement repairing method |
| CN111827336A (en) * | 2020-07-28 | 2020-10-27 | 河北荣威电力工程有限公司 | Electric power engineering pipeline installation structure and installation method |
| CN112092179A (en) * | 2020-09-16 | 2020-12-18 | 黄娟玲 | Preparation process of anti-settling prestressed concrete pipe pile |
| CN112195914A (en) * | 2020-09-25 | 2021-01-08 | 昆山市经协建筑装璜有限责任公司 | Cement mixing pile applied to silt layer geological soft foundation and construction method thereof |
| CN112376552A (en) * | 2020-11-24 | 2021-02-19 | 武汉盛士瑞建设工程有限公司 | Energy-saving pile foundation and construction method thereof |
| CN112813759A (en) * | 2021-01-25 | 2021-05-18 | 罗志球 | Soft soil roadbed and normal roadbed juncture prevent subsiding structure |
| CN112813759B (en) * | 2021-01-25 | 2022-05-17 | 中铁二十三局集团第一工程有限公司 | Soft soil roadbed and normal roadbed juncture prevent subsiding structure |
| CN113481980A (en) * | 2021-06-02 | 2021-10-08 | 夏旭光 | Anti-settling concrete embedded pile for foundation reinforcement |
| CN113529696A (en) * | 2021-06-26 | 2021-10-22 | 嘉兴市康立德构件股份有限公司 | Graded combined silicon powder modified concrete pipe pile and preparation method thereof |
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