CN209493965U - A kind of dredging waterway retaining wall - Google Patents
A kind of dredging waterway retaining wall Download PDFInfo
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- CN209493965U CN209493965U CN201822102777.5U CN201822102777U CN209493965U CN 209493965 U CN209493965 U CN 209493965U CN 201822102777 U CN201822102777 U CN 201822102777U CN 209493965 U CN209493965 U CN 209493965U
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- revetment
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Abstract
The utility model discloses a kind of dredging waterway retaining walls, its structure includes: buffering ground, river bed, revetment, several soil blocking pile a, several fixed links and several pedestals, revetment is divided into left revetment and right revetment, revetment close to inhabitation family is set as left revetment, the side at no inhabitation family is set as right revetment, soil blocking pile a is vertically fixed on the bottom of left revetment, the right side of soil blocking pile a is buffering ground, it is concordant with the bottom of left revetment to buffer ground, pedestal is from the stepped arrangement in river bed to buffering ground, the structure of several pedestal compositions is set as module a, module b is equipped between the bottom and river bed of right revetment, module a is consistent with the structure of module b, the utility model has not only saved manpower, the stability of ground below revetment and revetment is substantially increased simultaneously.
Description
Technical field:
The utility model relates to a kind of prefabricated building components field, especially a kind of dredging waterway retaining wall.
Background technique:
Dredging waterway is also known as " riverbed arrangement ", the engineering measure of control and transformation river, in natural river frequent occurrence
It washes away and deposits phenomenon, be easy to happen water damage, interfere water development, be to adapt to require except suffering from emerging benefit, it is necessary to take appropriate measures
River is renovated, including controls and leads, dredge and the engineerings such as shore protection.
During dredging waterway, retaining wall is to guarantee to banket or excavation position is stable and build permanently or temporarily
Property wall or a kind of manual construction object similar to wall, extensive utilization and highway railway slope, the protection of hydraulic engineering bunding, build
It builds in the engineerings such as object surrounding, mine tunnel.
Retaining wall can divide many classifications, point can be divided by effect: road shoulder wall, embankment wall, cutting wall, hillside wall, tunnel and
Open cut tunnel mouth retaining wall, bridge both ends barricade etc.；It can be divided by structure point: gravity retaining wall, tied retaining wall, thin wall-type gear
Cob wall, reinforced earth retaining wall, other retaining walls (pile and pland retaining wall, stake plate type retaining wall, cibretaining wall) etc..
The wall of these retaining walls be it is solid, in some height in the side slope retaining engineering within 7 meters, solid wall
Requirement of the body to foundation capability is high, therefore, needs during retaining wall construction to foundation stabilization, this process makes earth-retaining
The step of wall is built is complicated, wastes a large amount of manpower and material resources on the other hand, the house at many inhabitation families is located at the one of river
Side can improve the pressure of ground below revetment, so that retaining wall is easy to be under pressure excessive and collapse.
Utility model content:
The purpose of this utility model provides a kind of dredging waterway retaining wall, solve one in above-mentioned prior art problem or
Person is multiple.
In order to solve the above technical problems, the innovative point of the utility model is: its structure includes: buffering ground, river bed, refutes
Bank, several soil blocking pile a, several fixed links and several pedestals, revetment are divided into left revetment and right revetment, the revetment close to inhabitation family
It is set as left revetment, the side at no inhabitation family is set as right revetment, and soil blocking pile a is vertically fixed on the bottom of left revetment, the right side of soil blocking pile a
Side is buffering ground, and buffering ground is concordant with the bottom of left revetment, and pedestal is several from the stepped arrangement in river bed to buffering ground
The structure of pedestal composition is set as module a, and the structure one of module b, module a and module b are equipped between the bottom and river bed of right revetment
It causes.
Further, said base includes footstock and the seat of honour, and footstock is in rectangle, and the bottom of footstock long side is equipped with connector,
The two sides of connector are in symmetrical arc-shaped side, and the seat of honour is fixedly connected by connector with footstock, and the seat of honour is in antiparallelogram, and the seat of honour is long
The bottom on side is equipped with extension, and extension is in antiparallelogram, and the long side of extension is fixedly connected with the long side of the seat of honour and length one
It causes, the short side of extension and the long side length of footstock are consistent, and footstock, connector, the seat of honour and extension are integrally formed.
Further, the top of the above-mentioned seat of honour is equipped with rectangular recess, and the bottom of the seat of honour is equipped with symmetrical oval-shaped groove, square
The left side of connected in star is equipped with 2 fixation hole a, and fixation hole a is symmetrically positioned in the upper and lower surfaces of the seat of honour, the right side of rectangular recess
The upper and lower surfaces of the seat of honour are symmetrically positioned in equipped with 2 fixation hole b, fixation hole b, fixation hole a and fixation hole b are symmetrically positioned in square
The size of the two sides of connected in star, the size and fixed link of fixation hole a and fixation hole b is corresponding, fixation hole a and the equal position fixation hole b
In the top of oval-shaped groove.
Further, the both ends of above-mentioned fixed link are respectively embedded into the fixation hole a of the lower section pedestal, the top pedestal
The fixation of fixation hole b, module a from bottom to top between pedestal passes sequentially through fixed link and fixes, and fixed link is from the bottom of module a
Location interval to top is symmetrical arranged.
Further, the length of above-mentioned buffering ground is 750mm.
Further, the soil blocking pile b that several can also be parallel to each other, soil blocking pile are equipped between above-mentioned module b and right revetment
The position of a and soil blocking pile b are corresponding, and other structures are constant.
The utility model has the beneficial effects that:
1, the utility model provides a kind of dredging waterway retaining wall, if several soil blocking pile a, several fixed links and butt
The design of seat enormously simplifies the construction work of entire retaining wall, and retaining wall is facilitated to be dismantled, and installs, has not only saved people
Power also improves the efficiency of dredging waterway.
2, the utility model provides a kind of dredging waterway retaining wall, and the design of soil blocking pile a effectively blocks left revetment
Upper soil is collapsed or is lost, and due to being built with the house at inhabitation family above left revetment, can improve ground below left revetment
Pressure, buffering ground can play buffer function to soil blocking pile a, and the pressure for avoiding soil blocking pile a is excessive and collapses.
3, the utility model provides a kind of dredging waterway retaining wall, and the design of module a and module a can consolidate left revetment
Arrangement with the ground of right revetment bottom, while pedestal stairstepping from bottom to top ensure that integral module a's and module a
Stability avoids collapsing for module a and module a, and in fixed link the fixed setting of bottom base ensure that it is steady between pedestal
It is fixed, further improve the stability of integral module a and module a.
Detailed description of the invention:
Fig. 1 is the utility model positive structure schematic.
Fig. 2 is the utility model positive structure schematic.
Fig. 3 is the sectional view of the utility model pedestal.
Fig. 4 is the sectional view of the side the utility model module a.
Specific embodiment:
In order to deepen the understanding to the utility model, the utility model is made below in conjunction with embodiment and attached drawing further
It is described in detail, which is only used for explaining the utility model, does not constitute the restriction to scope of protection of the utility model.
As Fig. 1 to Fig. 4 be the utility model a kind of specific embodiment, structure include: buffering ground 1, river bed 2,
Revetment, several soil blocking pile a3, several fixed links 4 and several pedestals 5, revetment are divided into left revetment 6 and right revetment 7, close to inhabitation
The revetment at family is set as left revetment 6, and the side at no inhabitation family is set as right revetment 7, and soil blocking pile a3 is vertically fixed on the bottom of left revetment 6
Portion, the right side of soil blocking pile a3 are buffering ground 1, and buffering ground 1 is concordant with the bottom of left revetment 6, and pedestal 5 is from river bed 2 in ladder
Shape is arranged to buffering ground 1, and the structure that several pedestals 5 form is set as module a8, is equipped between the bottom and river bed 2 of right revetment 7
Module b9, module a8 are consistent with the structure of module b9.
Wherein said base 5 includes footstock 11 and the seat of honour 12, and footstock 11 is in rectangle, and the bottom of 11 long side of footstock is equipped with connection
Body 13, the two sides of connector 13 are in symmetrical arc-shaped side, and the seat of honour 12 is fixedly connected by connector 13 with footstock 11, and the seat of honour 12 is in
Antiparallelogram, the bottom of 12 long side of the seat of honour are equipped with extension 14, and extension 14 is in antiparallelogram, the long side and the seat of honour of extension 14
12 long side is fixedly connected and length is consistent, and the short side of extension 14 is consistent with the long side length of footstock 11, footstock 11, connector
13, the seat of honour 12 and extension 14 are integrally formed.
Wherein the top of the above-mentioned seat of honour 12 is equipped with rectangular recess 15, and the bottom of the seat of honour 12 is equipped with symmetrical oval-shaped groove
16, the left side of rectangular recess 15 is equipped with 2 fixation hole a17, and fixation hole a17 is symmetrically positioned in the upper and lower surfaces of the seat of honour 12,
The right side of rectangular recess 15 is equipped with 2 fixation hole b18, and fixation hole b18 is symmetrically positioned in the upper and lower surfaces of the seat of honour 12, fixed
Hole a17 and fixation hole b18 is symmetrically positioned in the two sides of rectangular recess 15, the size and fixed link 4 of fixation hole a17 and fixation hole b18
Size it is corresponding, fixation hole a17 and fixation hole b18 are respectively positioned on the top of oval-shaped groove 16.
Wherein the both ends of above-mentioned fixed link 4 are respectively embedded into the fixation hole a17 of the lower section pedestal 5, the top pedestal 5
It is fixed that the fixation of fixation hole b18, module a8 from bottom to top between pedestal 5 passes sequentially through fixed link 4, and fixed link 4 is from module
The location interval at the bottom of a8 to top is symmetrical arranged.
Wherein the length of above-mentioned buffering ground 1 is 750mm.
The soil blocking pile b10 that several can also be parallel to each other, soil blocking pile are wherein equipped between above-mentioned module b9 and right revetment 7
The position of a3 and soil blocking pile b10 are corresponding, and other structures are constant, soil blocking pile a3's
When the utility model is used, the top of left revetment 6 is built with the house at inhabitation family, it is left by the extruding in house
Ground below revetment also will receive the extruding in top house, easily cause collapsing or deforming for left revetment 6, soil blocking pile a3
Design effectively block collapsing or being lost for soil on left revetment 6, simultaneous buffering ground 1 can play soil blocking pile a3
Buffer function, the pressure for avoiding soil blocking pile a3 is excessive and collapses, on the other hand, due to 7 bottom of left revetment 6 and right revetment
Ground is washed away by river, and the ground of 7 bottom of left revetment 6 and right revetment is easy to become soft deformation, module a8 and module a9
Design can consolidate the ground of 7 bottom of left revetment 6 and right revetment, while the arrangement of the stairstepping from bottom to top of pedestal 5
The stability that ensure that integral module a8 and module a9, avoids collapsing for module a8 and module a9, and bottom base in fixed link 4
5 fixed setting ensure that the stabilization between pedestal 5, further improve the stability of integral module a8 and module a9.
The utility model is novel come into operation when, it is right since the top of right revetment 7 does not have the extruding in the house at inhabitation family
The ground of 7 top of revetment is relatively stable, and the design of soil blocking pile b10 is to the function of the utility model entirety without significant impact.
It should be understood by those skilled in the art that the present utility model is not limited to the above embodiments, above-described embodiment and
Only illustrate the principles of the present invention described in specification, on the premise of not departing from the spirit and scope of the utility model,
The utility model also has various changes and improvements, these changes and improvements both fall within the scope of the claimed invention
It is interior.The protection scope of the present invention is defined by the appended claims and their equivalents.
Claims (6)
1. a kind of dredging waterway retaining wall, it is characterised in that: its structure includes: buffering ground (1), river bed (2), revetment, several
Soil blocking pile a (3), several fixed links (4) and several pedestals (5), the revetment is divided into left revetment (6) and right revetment (7), close
The revetment at inhabitation family is set as left revetment (6), and the side at no inhabitation family is set as right revetment (7), and the soil blocking pile a (3) is vertically fixed
In the bottom of the left revetment (6), the right side of the soil blocking pile a (3) is buffering ground (1), the buffering ground (1) and described
The bottom of left revetment (6) is concordant, and the pedestal (5) is from the river bed (2) stepped arrangement to buffering ground (1), if butt
The structure of seat (5) composition is set as module a (8), is equipped with module b (9) between the bottom and the river bed (2) of the right revetment (7),
The module a (8) is consistent with the structure of the module b (9).
2. a kind of dredging waterway retaining wall according to claim 1, it is characterised in that: the module b (9) and the right side are refuted
Several soil blocking pile b (10) being parallel to each other, the position of the soil blocking pile a (3) and the soil blocking pile b (10) are equipped between bank (7)
It is corresponding.
3. a kind of dredging waterway retaining wall according to claim 1, it is characterised in that: the pedestal (5) includes footstock
(11) and the seat of honour (12), the footstock (11) are in rectangle, and the bottom of footstock (11) long side is equipped with connector (13), the company
The two sides of junctor (13) are in symmetrical arc-shaped side, and the seat of honour (12) is fixed by the connector (13) and the footstock (11)
Connection, the seat of honour (12) are in antiparallelogram, and the bottom of the seat of honour (12) long side is equipped with extension (14), the extension
It (14) is in antiparallelogram, the long side of the extension (14) is fixedly connected with the long side of the seat of honour (12) and length is consistent, institute
The short side for stating extension (14) is consistent with the long side length of the footstock (11), the footstock (11), the connector (13), institute
It states the seat of honour (12) and the extension (14) is integrally formed.
4. a kind of dredging waterway retaining wall according to claim 3, it is characterised in that: the top of the seat of honour (12) is equipped with
The bottom of rectangular recess (15), the seat of honour (12) is equipped with symmetrical oval-shaped groove (16), a left side for the rectangular recess (15)
Side is equipped with 2 fixation hole a (17), and the fixation hole a (17) is symmetrically positioned in the upper and lower surfaces of the seat of honour (12), described
The right side of rectangular recess (15) is equipped with 2 fixation hole b (18), and the fixation hole b (18) is symmetrically positioned in the upper of the seat of honour (12)
Surface and lower surface, the fixation hole a (17) and the fixation hole b (18) are symmetrically positioned in the two sides of the rectangular recess (15),
The fixation hole a (17) is corresponding with the size of the size of the fixation hole b (18) and the fixed link (4), the fixation hole a
(17) and the fixation hole b (18) is respectively positioned on the tops of the oval-shaped groove (16).
5. a kind of dredging waterway retaining wall according to claim 1, it is characterised in that: the both ends of the fixed link (4) point
Not Qian Ru the fixation hole a (17) of the lower section pedestal (5), the top pedestal (5) fixation hole b (18), the module a (8)
Fixation between pedestal (5) from bottom to top passes sequentially through that fixed link (4) are fixed, and the fixed link (4) is from the module a
(8) location interval at bottom to top is symmetrical arranged.
6. a kind of dredging waterway retaining wall according to claim 1, it is characterised in that: the length of buffering ground (1)
For 750mm.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201822102777.5U CN209493965U (en) | 2018-12-14 | 2018-12-14 | A kind of dredging waterway retaining wall |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201822102777.5U CN209493965U (en) | 2018-12-14 | 2018-12-14 | A kind of dredging waterway retaining wall |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN209493965U true CN209493965U (en) | 2019-10-15 |
Family
ID=68153152
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201822102777.5U Active CN209493965U (en) | 2018-12-14 | 2018-12-14 | A kind of dredging waterway retaining wall |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN209493965U (en) |
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2018
- 2018-12-14 CN CN201822102777.5U patent/CN209493965U/en active Active
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