CN208996057U - Gear protection structure for soft base side slope near water - Google Patents
Gear protection structure for soft base side slope near water Download PDFInfo
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- CN208996057U CN208996057U CN201821198342.9U CN201821198342U CN208996057U CN 208996057 U CN208996057 U CN 208996057U CN 201821198342 U CN201821198342 U CN 201821198342U CN 208996057 U CN208996057 U CN 208996057U
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- protection structure
- gear protection
- water
- soft base
- side slope
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Abstract
The utility model discloses a kind of gear protection structures, especially disclose a kind of gear protection structure for soft base side slope near water, belong to civil engineering Building Design building technology field.It is adaptable to provide a kind of foundation deformation, throws time at low cost, the good gear protection structure for soft base side slope near water of gear shield effect.The gear protection structure includes consolidation system, builds side filler system and water blocking guard system, and the side filler system that builds is filled by the consolidation system in the outside of soft base side slope near water, and the water blocking guard system is coated on the outside for building side filler system.
Description
Technical field
The utility model relates to a kind of gear protection structure, more particularly, to a kind of gear protection structure for soft base side slope near water,
Belong to civil engineering Building Design building technology field.
Background technique
Currently, more and more in the architectural engineering that high-mountain gorge areas carries out, there is a serious shortage in the supply for construction site, in order to meet work
The construction of journey needs, it has to carry out large-scale levelling of the land.The gear shield of levelling of the land at present mainly uses traditional retaining wall,
Retaining wall is restricted by height and the factors such as foundation bearing capacity, can it is smooth go out site area it is smaller, and construction investment is larger.
In order to better solve that foundation condition is poor, side slope is high and large-area construction place supporting and retaining system problem near water, and
The factor for considering construction investment needs research to can adapt to the levelling of the land gear protection structure of soft base, height greatly and near water.
Utility model content
The technical problem to be solved by the utility model is to provide a kind of foundation deformation is adaptable, throw it is time at low cost,
The good gear protection structure for soft base side slope near water of gear shield effect.
Used technical solution is to solve above-mentioned technical problem: a kind of gear protection structure for soft base side slope near water,
The gear protection structure includes consolidation system, builds side filler system and water blocking guard system, and described builds side filler system described in
Consolidation system fill in the outside of soft base side slope near water, the water blocking guard system, which is coated on, described builds the outer of side filler system
Side.
Further, the consolidation system includes geo-grid sheet and connection reinforcement system, the geo-grid sheet of single layer
It is combined into three-dimensional grid ribs by the connection reinforcement system, it is described to build the filling in stereochemical structure of side filler system layering
Between the grid ribs.
The preferred mode of the above solution is that the connection reinforcement connects bar constructions by more geotechniques, described in each part
Geo-grid sheet is compiled into the grid ribs of stereochemical structure by geotechnological pitman scene described in each.
Further, it is described build side filler body rolled by the earth rock placement of digging in-situ constitute.
Further, the damming shield is made of multiple groups water-proof structure, waterproof construction described in each group
Body is along the outside for being coated on the earth rock placement and rolling body that short transverse is inwardly successively shunk.
The preferred mode of the above solution is that the gear protection structure further includes grid connection buckle, waterproof knot described in each group
Structure body and the grid ribs of corresponding position are an entirety by the grid connection buckle snapping.
Further, the gear protection structure further includes draining draining system, the draining draining system is arranged in excavation
It side slope and described builds between the filler system of side.
Further, the draining draining is by being laid on excavation slope and described building rubble between the filler system of side
Layer is constituted.
The beneficial effects of the utility model are: the application by by existing by height, the earth-retaining that is limited of foundation capability
It includes consolidation system that the slope protection of wall construction, which is improved to, builds the gear protection structure of side filler system and water blocking guard system, and is made described
It builds side filler system to fill by the consolidation system in the outside of soft base side slope near water, then by the water blocking guard system
It is coated on the outside for building side filler system.In this way, composition side slope main structure builds side filler system due to there is consolidation system
Concatenation and reinforcement, so as to significantly enhance the ability that gear protection structure described herein adapts to foundation deformation, then again in structure
At side slope main structure, this builds water blocking guard system described in the outside cladding of side filler system, can also improve the protection against erosion of side slope
Ability.Due to eliminating the high concrete of cost of investment, loose stone or slurry in each system for constituting the gear protection structure
Masonry retaining wall, so as to greatly reduction sound smooth projection cost.
Detailed description of the invention
Fig. 1 is main cross section structure diagram of the utility model for the gear protection structure of soft base side slope near water；
Fig. 2 is that the utility model relates to the schematic diagrames of the geo-grid sheet arrived and geotechnological pitman establishment.
In the figure, it is marked as consolidation system 1, build side filler system 2, water blocking guard system 3, geo-grid sheet 4, connection reinforcement system 5,
Water-proof structure 6, grid connection buckle 7, draining draining system 8, excavation slope 9, earth rock placement roll body 10.
Specific embodiment
A kind of foundation deformation is adaptable as shown in Fig.1 and 2 ... provided by the present invention, throws time at low cost, gear shield
The good gear protection structure for soft base side slope near water of effect.The gear protection structure includes consolidation system 1, builds 2 and of side filler system
Water blocking guard system 3, the side filler system 2 that builds is filled by the consolidation system 1 in the outside of soft base side slope near water, institute
The water blocking guard system 3 stated is coated on the outside for building side filler system 2.The application passes through existing by height, foundation bearing
The slope protection of the retaining wall structure of energy power limit is improved to include consolidation system 1, the gear for building side filler system 2 and water blocking guard system 3
Protection structure, and fill the side filler system 2 that builds in the outside of soft base side slope near water, then by the consolidation system 1
The water blocking guard system 3 is coated on the outside for building side filler system 2.In this way, composition side slope main structure builds side
Filler system 2 is due to having the concatenation and reinforcement of consolidation system 1, so as to significantly enhance gear protection structure described herein adaptively
The ability of base deformation, then constituting side slope main structure, this builds water blocking protection system described in the outside cladding of side filler system 2 again
System 3, can also improve the protection against erosion ability of side slope.Due to eliminating throwing in each system for constituting the gear protection structure
Concrete at high cost, loose stone or stone masonry retaining wall are provided, so as to greatly reduction sound smooth projection cost.
In above embodiment, in order to not only facilitate it is described build filling for side filler system 2, but also facilitate the arrangement of consolidation system 1,
The internal structure of protection structure is firmly kept off in the form of, while can greatly use conventional versatile material in the prior art again, with
The use scope for reducing proprietary material, the tool of production achievees the purpose that reduce as far as possible and throws time cost, and the application consolidates described
Clone system 1 be set as include geo-grid sheet 4 and connection reinforcement system 5 structure type, and pass through the geo-grid sheet 4 of single layer
The connection reinforcement system 5 is combined into three-dimensional grid ribs, the institute filled in stereochemical structure for building 2 layering of side filler system
It states between grid ribs.At this point, the preferred form of the connection reinforcement system 5 is to connect bar construction by more geotechniques, described in each part
Geo-grid sheet 4 is compiled into the grid ribs of stereochemical structure by geotechnological pitman scene described in each.Meanwhile it will be described
Side filler system 2 is built to be arranged to roll the form that body 10 is constituted by the earth rock placement of digging in-situ.It is tied in this way, being protected in actual gear
Filling for structure cheaply can achieve the purpose gathered materials on the spot in the process.Furthermore in conjunction with the safeguard structure feature of existing side slope, this Shen
Please the damming shield system 3 be made of multiple groups water-proof structure 6, water-proof structure 6 described in each group along short transverse to
The outside for being coated on the earth rock placement and rolling body 10 inside successively shunk.And by water-proof structure 6 described in each group with
The grid ribs of corresponding position are an entirety by 7 snapping of grid connection buckle.
Further, for the ease of draining, to prevent the bleeding water inside side slope from making in use to keep off protection structure
At damage, the gear protection structure further include draining draining system 8, the draining draining system 8 be arranged in excavation slope 9 with it is described
Build between side filler system 2.The draining draining system 8 by be laid on excavation slope 9 and it is described build it is broken between side filler system 2
Rock layers are constituted.
In conclusion there is benefit below using the gear protection structure of above structure provided by the present application:
The gear protection structure that TGXG, native hardcore and water-proof structure are formed belongs to flexible structure, has construction method
Simply, the advantages such as ground deformability is strong, slope coefficient is big, height is high, erosion-resisting characteristics is good, cost of investment is low are adapted to.Special
In the case of can solve traditional retaining structure can not or insoluble levelling of the land problem near water.
Embodiment one
As shown in Figure 1, 2, gear protection structure described herein include TGXG 4, geotechnological pitman, cubic metre of earth and stone filler,
Water-proof structure 6, grid connection buckle 7, gravelly draining drip body 8.
When building the gear protection structure stated, equidistant or unequal spacing is laid with TGXG 4 in the vertical direction, together
It is taken over the baton and is attached using even geotechnique between layer, interlayer TGXG 4, material is filled using native stone between TGXG 4 and is filled simultaneously
It rolls, side slope surface uses the water-proof structure 6 being connected with TGXG, and lattice are used between TGXG and water-proof structure
Grid connection buckle 7 connects, and closed water-proof structure 6 is arranged in vitro in TGXG.
The soil body has certain compression strength, and shearing strength is very low, the tensile strength with higher of TGXG 1, will be native
Work grid 1 is embedded in the soil body, not only spreads the stress of the soil body, increases modulus, also transmitting tensile stress, limits the lateral change of the soil body
Shape increases frictional resistance between the two, improves the stability of the entire soil body.
Claims (7)
1. a kind of gear protection structure for soft base side slope near water, it is characterised in that: the gear protection structure includes consolidation system
(1), side filler system (2) and water blocking guard system (3) are built, the side filler system (2) that builds is filled out by the consolidation system (1)
It builds in the outside of soft base side slope near water, the water blocking guard system (3) is coated on the outside for building side filler system (2), institute
The consolidation system (1) stated includes geo-grid sheet (4) and connection reinforcement system (5), and the geo-grid sheet (4) of single layer passes through described
Connection reinforcement system (5) is combined into three-dimensional grid ribs, described to build the filling described in the stereochemical structure of side filler system (2) layering
Between grid ribs.
2. the gear protection structure according to claim 1 for soft base side slope near water, it is characterised in that: the connection reinforcement
System (5) connects bar constructions by more geotechniques, and geo-grid sheet (4) described in each part is compiled by geotechnological pitman scene described in each
The grid ribs of stereochemical structure are made.
3. the gear protection structure according to claim 1 or 2 for soft base side slope near water, it is characterised in that: described builds side
Filler system (2) rolls body (10) by the earth rock placement of digging in-situ and constitutes.
4. the gear protection structure according to claim 3 for soft base side slope near water, it is characterised in that: the water blocking protection
System (3) is made of multiple groups water-proof structure (6), and water-proof structure described in each group (6) is inwardly successively shunk along short transverse
The outside for being coated on the earth rock placement and rolling body (10).
5. the gear protection structure according to claim 4 for soft base side slope near water, it is characterised in that: the gear protection structure
It further include grid connection buckle (7), the grid ribs of water-proof structure (6) described in each group and corresponding position pass through the grid
Connection buckle (7) snapping is an entirety.
6. the gear protection structure according to claim 4 for soft base side slope near water, it is characterised in that: the gear protection structure
It further include draining draining system (8), the draining draining system (8) is arranged in excavation slope (9) and builds side filler system (2) with described
Between.
7. the gear protection structure according to claim 6 for soft base side slope near water, it is characterised in that: the draining draining
System (8) is constituted by being laid on excavation slope (9) and the metalling between side filler system (2) of building.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201821198342.9U CN208996057U (en) | 2018-07-26 | 2018-07-26 | Gear protection structure for soft base side slope near water |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201821198342.9U CN208996057U (en) | 2018-07-26 | 2018-07-26 | Gear protection structure for soft base side slope near water |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN208996057U true CN208996057U (en) | 2019-06-18 |
Family
ID=66796873
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201821198342.9U Active CN208996057U (en) | 2018-07-26 | 2018-07-26 | Gear protection structure for soft base side slope near water |
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Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108677977A (en) * | 2018-07-26 | 2018-10-19 | 中国电建集团成都勘测设计研究院有限公司 | Gear protection structure for soft base side slope near water |
-
2018
- 2018-07-26 CN CN201821198342.9U patent/CN208996057U/en active Active
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108677977A (en) * | 2018-07-26 | 2018-10-19 | 中国电建集团成都勘测设计研究院有限公司 | Gear protection structure for soft base side slope near water |
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