CN108677977A - Gear protection structure for soft base side slope near water - Google Patents
Gear protection structure for soft base side slope near water Download PDFInfo
- Publication number
- CN108677977A CN108677977A CN201810834905.7A CN201810834905A CN108677977A CN 108677977 A CN108677977 A CN 108677977A CN 201810834905 A CN201810834905 A CN 201810834905A CN 108677977 A CN108677977 A CN 108677977A
- Authority
- CN
- China
- Prior art keywords
- protection structure
- gear protection
- soft base
- water
- base side
- 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.)
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Classifications
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D17/00—Excavations; Bordering of excavations; Making embankments
- E02D17/20—Securing of slopes or inclines
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D29/00—Independent underground or underwater structures; Retaining walls
- E02D29/02—Retaining or protecting walls
Landscapes
- Engineering & Computer Science (AREA)
- Mining & Mineral Resources (AREA)
- Life Sciences & Earth Sciences (AREA)
- General Life Sciences & Earth Sciences (AREA)
- Paleontology (AREA)
- Civil Engineering (AREA)
- General Engineering & Computer Science (AREA)
- Structural Engineering (AREA)
- Environmental & Geological Engineering (AREA)
- Bulkheads Adapted To Foundation Construction (AREA)
Abstract
The invention 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 present invention relates to a kind of gear protection structures to belong to more particularly, to a kind of gear protection structure for soft base side slope near water
Civil engineering Building Design building technology field.
Background technology
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 preferably solve the problems, such as that foundation condition is poor, side slope is high and large-area construction place supporting and retaining system 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.
Invention content
The technical problem to be solved by the present invention is to：It is adaptable to provide a kind of foundation deformation, throws time at low cost, gear shield
The good gear protection structure for soft base side slope near water of 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 the 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 multigroup water-proof structure, the 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 junction button, the waterproof knot described in each group
Structure body and the grid ribs of corresponding position are an entirety by the grid junction button 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 the rubble between building side filler system
Layer is constituted.
The beneficial effects of the invention are as follows：The application by by existing by height, the retaining wall knot that is limited of foundation capability
It includes consolidation system that the bank protection of structure, which is improved to, builds the gear protection structure of side filler system and water blocking guard system, and makes described to build side
Filler system is filled by the consolidation system in the outside of soft base side slope near water, then coats the water blocking guard system
In the outside for building side filler system.In this way, composition side slope agent structure builds side filler system due to there is the concatenation of consolidation system
And then reinforcement is constituting side again so as to significantly enhance the ability that gear protection structure described herein adapts to foundation deformation
This builds the water blocking guard system described in the outside cladding of side filler system to slope agent structure, can also improve the protection against erosion energy of side slope
Power.Due in each system for constituting the gear protection structure, eliminating the high concrete of cost of investment, loose stone or grouting
Stone retaining wall, so as to greatly reduction sound smooth projection cost.
Description of the drawings
Fig. 1 is main cross section structure diagram of the present invention for the gear protection structure of soft base side slope near water；
Fig. 2 be the present invention relates to geo-grid sheet and geotechnological pitman establishment schematic diagram.
In figure label for：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 junction button 7, draining draining system 8, excavation slope 9, earth rock placement roll body 10.
Specific implementation mode
It is that a kind of foundation deformation provided by the invention is adaptable as shown in Figure 1 and Figure 2, throws time at low cost, gear shield effect
The good gear protection structure for soft base side slope near water.The gear protection structure includes consolidation system 1, builds side filler system 2 and water blocking
Guard system 3, the described side filler system 2 that builds is filled by the consolidation system 1 in the outside of soft base side slope near water, described
Water blocking guard system 3 is coated on the outside for building side filler system 2.The application by by it is existing by height, foundation capability
It includes consolidation system 1 that the bank protection of the retaining wall structure of limitation, which is improved to, builds side filler system 2 and the gear of water blocking guard system 3 shield knot
Structure, and the side filler system 2 that builds is made to be filled in the outside of soft base side slope near water by the consolidation system 1, then by institute
The water blocking guard system 3 stated is coated on the outside for building side filler system 2.In this way, composition side slope agent structure builds side filler
It is 2 due to having the concatenation of consolidation system 1 and reinforcement, adapting to ground so as to significantly enhancing gear protection structure described herein becomes
The ability of shape, then in composition side slope agent structure, this builds the water blocking guard system 3 described in outside cladding of side filler system 2 again,
The protection against erosion ability of side slope can also be improved.Due in each system for constituting the gear protection structure, eliminate investment at
This high concrete, loose stone or stone masonry retaining wall, so as to greatly reduction sound smooth projection cost.
In the 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 the geo-grid sheet 4 of single layer is made to pass through
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 constructions by more geotechniques, described in each part
Geo-grid sheet 4 is compiled into the grid ribs of stereochemical structure by the 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 can cheaply achieve the purpose that gather 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 multigroup water-proof structure 6, the 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 described in each group water-proof structure 6 with
The grid ribs of corresponding position are an entirety by 7 snapping of grid junction button.
Further, for the ease of draining, to prevent the bleeding water inside side slope from being made in use to keep off protection structure
At damage, the gear protection structure further includes 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 using the gear protection structure of above structure provided by the present application, there is benefit below：
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 the problems, such as traditional retaining structure can not or insoluble levelling of the land 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 junction button 7, gravelly draining drip body 8.
When building the gear protection structure stated, TGXG 4 is not laid with equidistantly or equidistantly 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 junction button 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, and TGXG 1 has higher tensile strength, will be native
Work grid 1 is embedded in the soil body, not only spreads the stress of the soil body, is increased modulus, is also transmitted tensile stress, limit the lateral change of the soil body
Shape increases frictional resistance between the two, improves the stability of the entire soil body.
Claims (8)
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).
2. the gear protection structure according to claim 1 for soft base side slope near water, it is characterised in that：The consolidation system
(1) include geo-grid sheet (4) and connection reinforcement system (5), the geo-grid sheet (4) of single layer passes through the connection reinforcement system
(5) be combined into three-dimensional grid ribs, it is described build side filler system (2) layering fill stereochemical structure the grid ribs it
Between.
3. the gear protection structure according to claim 2 for soft base side slope near water, it is characterised in that：The connection reinforcement
It is that (5) connect bar construction by more geotechniques, the geo-grid sheet (4) described in each part is compiled by the geotechnological pitman scene described in each
The grid ribs of stereochemical structure are made.
4. the gear protection structure according to claim 2 or 3 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.
5. the gear protection structure according to claim 4 for soft base side slope near water, it is characterised in that：The water blocking protection
System (3) is made of multigroup water-proof structure (6), and the water-proof structure (6) described in each group is inwardly successively shunk along short transverse
The outside for being coated on the earth rock placement and rolling body (10).
6. the gear protection structure according to claim 5 for soft base side slope near water, it is characterised in that：The gear protection structure
Further include grid junction button (7), the water-proof structure (6) described in each group and the grid ribs of corresponding position pass through the grid
Junction button (7) snapping is an entirety.
7. the gear protection structure according to claim 5 for soft base side slope near water, it is characterised in that：The gear protection structure
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.
8. the gear protection structure according to claim 7 for soft base side slope near water, it is characterised in that：The draining draining
System (8) by be laid on excavation slope (9) and it is described build side filler system (2) between metalling constitute.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201810834905.7A CN108677977A (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 |
|---|---|---|---|
| CN201810834905.7A CN108677977A (en) | 2018-07-26 | 2018-07-26 | Gear protection structure for soft base side slope near water |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN108677977A true CN108677977A (en) | 2018-10-19 |
Family
ID=63815712
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201810834905.7A Pending CN108677977A (en) | 2018-07-26 | 2018-07-26 | Gear protection structure for soft base side slope near water |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN108677977A (en) |
Citations (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN204139199U (en) * | 2014-10-09 | 2015-02-04 | 中国电建集团成都勘测设计研究院有限公司 | For the gear protection structure of levelling of the land |
| CN208996057U (en) * | 2018-07-26 | 2019-06-18 | 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 CN201810834905.7A patent/CN108677977A/en active Pending
Patent Citations (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN204139199U (en) * | 2014-10-09 | 2015-02-04 | 中国电建集团成都勘测设计研究院有限公司 | For the gear protection structure of levelling of the land |
| CN208996057U (en) * | 2018-07-26 | 2019-06-18 | 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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|---|---|---|---|
| PB01 | Publication | ||
| PB01 | Publication | ||
| SE01 | Entry into force of request for substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| RJ01 | Rejection of invention patent application after publication |
Application publication date: 20181019 |
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| RJ01 | Rejection of invention patent application after publication |