CN209099393U - A kind of massif protecting wall - Google Patents
A kind of massif protecting wall Download PDFInfo
- Publication number
- CN209099393U CN209099393U CN201821785632.3U CN201821785632U CN209099393U CN 209099393 U CN209099393 U CN 209099393U CN 201821785632 U CN201821785632 U CN 201821785632U CN 209099393 U CN209099393 U CN 209099393U
- Authority
- CN
- China
- Prior art keywords
- grid
- massif
- gutter
- deposition hole
- channel
- 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.)
- Active
Links
Landscapes
- Revetment (AREA)
Abstract
The utility model discloses a kind of massif protecting walls, including multiple grid barricades and drainage channel；Grid barricade includes grid barricade body, rib type rib tape and multiple underground water manifold trunks, rib type rib tape is distributed in the medial surface of grid barricade body and connect with massif, multiple underground water manifold trunks are arranged on grid barricade body, and distribution is provided with multiple drainage holes for collecting underground water on each underground water manifold trunk；Drainage channel include the gutter of root on the outside of grid barricade is set, be arranged on grid barricade and for be connected to upstream gutter and downstream gutter collection conduits and deposition hole, the position that the gutter of upstream is connected to collection conduits is arranged in deposition hole, wherein, the one side for depositing the close collection conduits in hole is provided with channel, channel is connected to setting with collection conduits with for that will deposit the water discharge in hole, the water inlet in channel is provided with filter screen；Wherein, collect foggara to be connected to gutter, have the function of preventing drainage channel from blocking.
Description
Technical field
The utility model belongs to hazards control technical field, and in particular to a kind of massif protecting wall.
Background technique
China Mountain Area area is vast, and tourism development project is increasing in recent years in addition, the interior foundation in tourism mountain area
Many sky ways, the massif by sky way need the reinforcing and protection of timing, although taking in upper body region of travelling
The ponding on sky way is discharged in some measures to upper body river in time, still, washes away or encounters when massif faces heavy rain
In the case where continuous rainfall in more days, impeded drainage there is also, especially often have in the region for often there are personnel to enter and leave
House refuse or silt sediment can block drainage channel in drainage procedure, cause ponding serious, since the region can be frequent
Someone, which enters and leaves, causes vegetative coverage closeness low, when the infiltration of the soil property of massif is excessive, it may appear that mud-rock flow or even landslide
The phenomenon that collapsing, brings serious security risk to the vehicle and pedestrian in section, causes social bad influence.
Utility model content
The purpose of the utility model is to overcome the deficiencies in the prior art, provide a kind of massif protecting wall, massif protection
Wall has the advantages that the major function for preventing drainage channel from blocking.
The utility model is achieved through the following technical solutions:
A kind of massif protecting wall, including multiple grid barricades and drainage channel；
The grid barricade includes grid barricade body, rib type rib tape and multiple underground water manifold trunks, the rib type muscle
Band is distributed in the medial surface of the grid barricade body and connect with massif, and multiple underground water manifold trunks are arranged described
Grid barricade body on, distribution is provided with multiple drainage holes for collecting underground water on each underground water manifold trunk；
The drainage channel includes that the gutter of root on the outside of the grid barricade is arranged in, the grid are arranged in
The collection conduits in the gutter in gutter and downstream on lattice barricade and for being connected to upstream and deposition hole, the deposition hole
The gutter of the upstream is set and position that collection conduits are connected to, wherein the deposition hole close to the remittance
The one side of collection pipeline is provided with channel, and the channel is connected to the collection conduits to be arranged for by the deposition
Water discharge in hole, the water inlet in the channel are provided with filter screen；
Wherein, the foggara that collects is connected to the gutter.
In the above-mentioned technical solutions, the grid barricade body includes the grid frame frame body that reinforcing bar body is welded, described
Grid body in one layer of armored concrete of filling for reinforcing the upper body.
In the above-mentioned technical solutions, one layer of steel mesh is provided in the grid of the grid frame frame body.
In the above-mentioned technical solutions, one layer of vegetation is sodded on the armored concrete.
In the above-mentioned technical solutions, it is provided with above the channel in the described deposition hole and to be connected to the collection conduits
Alternate channel.
In the above-mentioned technical solutions, the water inlet in the deposition hole is provided with deposition hole lid, and the deposition hole lid is
The netted lid being welded by reinforcing rod, the described deposition hole cover that be provided with locking device described to be used to open or close
Deposition hole come the deposit cleared up in the described deposition hole.
In the above-mentioned technical solutions, the locking device includes being positioned close to the deposition to cheat inserting for the position covered
Lock nose and inserted link that the deposition hole covers is arranged in tongue.
In the above-mentioned technical solutions, the depth bounds in the deposition hole are 2.5~5m, the inner cavity half in the deposition hole
Diameter range is 1.5~2m.
In the above-mentioned technical solutions, the rib type rib tape includes drill rod and drill rod positioning head, the grid barricade body
Lower part be provided with multiple for positioning the preformed holes of the drill rod positioning head, the drill rod is penetrated along the preformed hole
The grid barricade body extends in the massif for reinforcing the grid barricade body.
In the above-mentioned technical solutions, the spacing range between multiple preformed holes is 0.5~0.8m.
It the advantages of the utility model and has the beneficial effect that
A kind of massif protecting wall of the utility model uses grid barricade to reinforce for preventing mountain upper body slope
Water in the gutter of upstream is discharged to the row in downstream using collection channel due to loose the phenomenon that causing landslide by body soil property
It the case where capable of effectively avoiding massif upstream ponding from causing upper body mud-rock flow or avalanche in ditch, can be to the row of upstream and downstream
Auxiliary is played the role of in ditch, and deposition hole is used to filter the water that the gutter of upstream is downstream discharged to be used to prevent due to heavy
Starch causes the gutter in the gutter of upstream, collection channel and downstream to block the situation for causing water flow obstructed, on deposition hole
Setting deposition hole lid can not only once be filtered house refuse, but also to facilitate staff periodically in deposition hole
Deposit cleared up, effective solution causes the upstream ponding to lead to asking for landslide due to deposit blocking water flow
Topic.
Detailed description of the invention
Fig. 1 is a kind of massif protecting wall of the utility model and the structural schematic diagram of massif installation.
Fig. 2 is a kind of schematic diagram of the grid barricade body of massif protecting wall of the utility model.
Fig. 3 is a kind of grid barricade body of massif protecting wall of the utility model and the side view of massif.
Fig. 4 is that a kind of gutter of the upstream of the drainage channel of massif protecting wall of the utility model is connected to collection conduits
Schematic diagram.
Wherein:
1: grid barricade, 11: grid barricade body, 111: reinforcing bar body, 12: stone cap, 13: rib type rib tape, 131: drill rod, 132:
Drill rod positioning head, 14: underground water manifold trunk, 15: ground, 2: drainage channel, 21: the gutter of upstream, 22: the draining in downstream
Ditch, 23: collection conduits, 241: channel, 242: alternate channel, 243: deposition hole, 244: filter screen, 246: deposition hole lid, A: mountain
Body.
It for those of ordinary skill in the art, without creative efforts, can be according to above attached
Figure obtains other relevant drawings.
Specific embodiment
In order to make those skilled in the art better understand the scheme of the utility model, 1-4 and tool with reference to the accompanying drawing
Body embodiment further illustrates the technical solution of the utility model.
Embodiment 1
A kind of massif protecting wall, including the spaced grid barricade 1 in multiple slopes by massif and drainage channel
2；
Grid barricade 1 includes grid barricade body 11, stone cap 12, rib type rib tape 13, multiple underground water manifold trunks 14 and ground
Base 15, rib type rib tape 13 are distributed in the medial surface of grid barricade body 11 and connect with massif, and multiple underground water manifold trunks 14 are arranged
On grid barricade body 11, distribution is provided with multiple drainage holes for collecting underground water, ground on each underground water manifold trunk 14
It is lauched manifold trunk 14 and grid barricade body 11 is mounted on by screw；
Drainage channel 2 includes the gutter that 1 outside root of grid barricade is arranged in, is arranged on grid barricade 1 and is used for
It is connected to collection conduits 23 and the deposition hole 243 in the gutter 21 of upstream and the gutter 22 in downstream, deposition hole 243 is arranged upper
The position that the gutter 22 of position and downstream that the gutter 21 of trip is connected to collection conduits 23 is connected to collection conduits 23,
In, the one side of the close collection conduits 23 in deposition hole 243 is provided with channel 241, and channel 241 is connected to setting with collection conduits 23
With for that will deposit the water discharge in hole 243, the water inlet in channel 241 is provided with filter screen 244, wherein collection conduits 23 are set
Set the position between every two grid barricade body 11.
Wherein, collect foggara and be connected to setting with the gutter, it is convenient that underground water is discharged in time.
A kind of massif protecting wall of the utility model uses grid barricade 1 to reinforce for preventing mountain upper body slope
Water in the gutter 21 of upstream is discharged to down by body soil property due to loose the phenomenon that causing landslide, using collection channel 241
It the case where capable of effectively avoiding massif upstream ponding from causing upper body mud-rock flow or avalanche in the gutter of trip, can be to upper and lower
Auxiliary is played the role of in the gutter of trip, the water filtering for using deposition hole 243 downstream to discharge in the gutter 21 of upstream with
Water flow is caused not in preventing the gutter 22 in the gutter 21 for causing upstream due to sediment, collection channel 241 and downstream from blocking
Logical situation, setting deposition hole lid 246 can not only once be filtered house refuse on deposition hole 243, but also with
Staff is facilitated periodically to clear up the deposit in deposition hole 243, effective solution blocks water flow due to deposit
The problem of causing upstream ponding to lead to landslide.
Further, the distribution distance in deposition hole 243 and quantity are according to the amount of rainfall and massif ramp angles of construction site
It determines.
Embodiment 2
Based on embodiment 1, grid barricade body 11 includes grid frame frame body made of reinforcing bar body 111 welds, grid
One layer of armored concrete of filling is for reinforcing massif in vivo, wherein one layer of steel mesh is provided in the grid of grid frame frame body
The reinforcing face is caused to be broken since long-time uses with the reinforcing face for preventing one layer of armored concrete perfusion of perfusion
Situation sods one layer of vegetation on the armored concrete, not only has the function of protecting and reinforcing the outer surface of grid barricade 11,
Also has the effect of sand-proof.
For the connection further reinforced between grid barricade body 11 and massif, rib type rib tape 13 determines fixed-grid wall
Position is on massif, which includes drill rod 131 and drill rod positioning head 132, and the lower part of grid barricade body 11 is provided with more
It is a for positioning the preformed hole of drill rod positioning head 132, drill rod 131 along preformed hole penetrate grid barricade body 11 extend in massif with
For reinforcing grid barricade body 11, wherein the spacing range between multiple preformed holes is 0.5~0.8m.
Further, collect underground water for convenience and quickly underground water is discharged in river, by multiple underground water manifold trunks
14 are uniformly arranged and are located at the medial surface of grid barricade body 11 along the parallel direction of the reinforcing bar body 111 placed vertically, multiple vertical
The outlet of the underground water manifold trunk 14 of setting is connected to the underground water manifold trunk 14 for being laterally arranged and being connected to river, laterally
The underground water manifold trunk 14 of setting is connected to the gutter 22 in downstream, wherein the radius for the underground water manifold trunk 14 being vertically arranged
It is mutually fitted with the radius of reinforcing bar body 111.
Embodiment 3
Based on embodiment 2, the water inlet in deposition hole 243 is provided with deposition hole lid 246, and deposition hole lid 246 is by steel
The netted lid that rib is welded, have the function of filter house refuse, the deposition hole lid 246 on be provided with locking device with
243 deposit to clear up in deposition hole 243 is cheated in opening or closing deposition, wherein locking device is including being positioned close to
The tongue of the position of deposition hole lid 246, the lock nose being arranged on the lid 246 of deposition hole and inserted link, structure is simple and convenient to use,
In order to facilitate sediment cleaning, 2.5~5m, the cavity radius range in deposition hole 243 are set by the depth bounds in deposition hole 243
It is set as 1.5~2m.
The rainwater of upstream can be directly discharged into the gutter 22 in downstream by the gutter 21 of specific embodiment, upstream,
When the blocking of the gutter 21 of the gutter 21 of upstream and upstream or excessive amount of rainfall, the gutter 21 of upstream can be by rainwater
In the gutter 22 being discharged downstream by collection conduits 23, wherein both working methods are constantly in working condition, upstream
Water flow in gutter 21 is flowed through along 243 deposition hole 243 of deposition hole, the water that deposition hole 243 will be discharged in the gutter 21 of upstream
The silt of middle band is deposited, and is flowed into water in collection conduits 23 by channel 241, is further filtered by filter screen 244
House refuse in water, water flow flow in collection conduits 23, effectively prevent water flow and cause collection conduits 23 in the circulation process
The case where blocking, the water in collection conduits 23 flow into the gutter 22 in downstream, avoid upstream ponding and excessively cause mud-rock flow
Situation.
Preferably, being provided with the alternate channel being connected to collection conduits 23 in the top in the channel 241 in deposition hole 243
242, wherein the alternate channel 242 and deposition hole 243 water inlet be located at same level height position or be slightly lower than into
The height at the mouth of a river, with for when channel 241 results in blockage not in time due to clearing up in gutter 21 by upstream water flow and
When be discharged in collection conduits 23.
The spatially relative terms such as "upper", "lower", "left", "right" have been used in embodiment for ease of explanation, have been used for
Relationship of the elements or features relative to another elements or features shown in explanatory diagram.It should be understood that in addition to figure
Shown in except orientation, spatial terminology is intended to include the different direction of device in use or operation.For example, if in figure
Device be squeezed, the element for being stated as being located at other elements or feature "lower" will be located into other elements or feature "upper".
Therefore, exemplary term "lower" may include both upper and lower orientation.Device, which can be positioned in other ways, (to be rotated by 90 ° or position
In other orientation), it can be interpreted accordingly used herein of the opposite explanation in space.
Moreover, the relational terms of such as " first " and " second " or the like are used merely to one with another with identical
The component of title distinguishes, without necessarily requiring or implying between these components there are any this actual relationship or
Sequentially.
Illustrative description has been done to the utility model above, it should explanation, in the core for not departing from the utility model
In the case where the heart, it is any it is simple deformation, modification or other skilled in the art can not spend creative work etc.
The protection scope of the utility model is each fallen with replacement.
Claims (10)
1. a kind of massif protecting wall, which is characterized in that including multiple grid barricades and drainage channel；
The grid barricade includes grid barricade body, rib type rib tape and multiple underground water manifold trunks, the rib type rib tape point
Cloth the grid barricade body medial surface and connect with massif, the grid are arranged in multiple underground water manifold trunks
On lattice barricade body, distribution is provided with multiple drainage holes for collecting underground water on each underground water manifold trunk；
The drainage channel includes that the gutter of root on the outside of the grid barricade is arranged in, the grid gear is arranged in
The collection conduits and deposition hole, the deposition in the gutter in gutter and downstream on wall and for being connected to upstream cheat setting
In the position that the gutter of the upstream is connected to collection conduits, wherein the close manifold trunk in the deposition hole
The one side in road is provided with channel, the channel be connected to the collection conduits setting with for will be described deposition hole in
Water discharge, the water inlet in the channel is provided with filter screen；
Wherein, the foggara that collects is connected to the gutter.
2. a kind of massif protecting wall according to claim 1, which is characterized in that the grid barricade body includes reinforcing bar body
The grid frame frame body being welded, the grid frame body one layer of armored concrete of interior filling is for reinforcing massif.
3. a kind of massif protecting wall according to claim 2, which is characterized in that set in the grid of the grid frame frame body
It is equipped with one layer of steel mesh.
4. a kind of massif protecting wall according to claim 2, which is characterized in that sod one layer on the armored concrete
Vegetation.
5. a kind of massif protecting wall according to claim 1, which is characterized in that set above the channel in the deposition hole
It is equipped with the alternate channel being connected to the collection conduits.
6. a kind of massif protecting wall according to claim 1, which is characterized in that the water inlet in the deposition hole is provided with
Deposition hole lid, the deposition hole lid is the netted lid being welded by reinforcing rod, and the deposition hole, which covers, is provided with locking
Device clears up the deposit deposited in hole to be used to open or close the deposition hole.
7. a kind of massif protecting wall according to claim 6, which is characterized in that the locking device includes that setting is being leaned on
Lock nose and inserted link that the deposition hole covers is arranged in the tongue of the position of the nearly deposition hole lid.
8. a kind of massif protecting wall according to claim 1, which is characterized in that the depth bounds in the described deposition hole are
The cavity radius range of 2.5~5m, the deposition hole are 1.5~2m.
9. a kind of massif protecting wall according to claim 1, which is characterized in that the rib type rib tape includes drill rod and steel
Pricker positioning head, the lower part of the grid barricade body are provided with multiple for positioning the preformed hole of the drill rod positioning head, institute
The drill rod stated penetrates the grid barricade body along the preformed hole and extends in the massif with described for reinforcing
Grid barricade body.
10. a kind of massif protecting wall according to claim 9, which is characterized in that between multiple preformed holes
It is 0.5~0.8m away from range.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201821785632.3U CN209099393U (en) | 2018-10-31 | 2018-10-31 | A kind of massif protecting wall |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201821785632.3U CN209099393U (en) | 2018-10-31 | 2018-10-31 | A kind of massif protecting wall |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN209099393U true CN209099393U (en) | 2019-07-12 |
Family
ID=67157572
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201821785632.3U Active CN209099393U (en) | 2018-10-31 | 2018-10-31 | A kind of massif protecting wall |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN209099393U (en) |
-
2018
- 2018-10-31 CN CN201821785632.3U patent/CN209099393U/en active Active
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN210827511U (en) | Three-dimensional ecological bank protection in gardens with rainwater filters and gu native function | |
| CN103643612B (en) | Shallow grass ditch and the manufacture method of shallow grass ditch | |
| CN110249844A (en) | A kind of shade tree tree pond with drainage device | |
| CN206090587U (en) | School dropout's attitude system of watering is gathered to side slope | |
| CN209429048U (en) | One kind being suitable for Mountainous Area in North China karez formula underground and catchments water delivery water storage gallery | |
| CN107143019A (en) | A kind of rock side slope landscape drainage arrangement and its construction method | |
| CN216960986U (en) | Auxiliary structure for planting vegetation for ecological restoration of mine | |
| CN113073706B (en) | Submerged flow intercepting water intake structure and construction method | |
| CN210202763U (en) | Sponge urban green belt | |
| CN209099393U (en) | A kind of massif protecting wall | |
| CN205357488U (en) | A irrigation equipment for roof greening lawn | |
| CN208830347U (en) | It is classified the barricade of greening | |
| CN206949017U (en) | Casing charge for remittance earthing implant system | |
| CN206256341U (en) | City ponding collection system | |
| CN214657144U (en) | Novel ecological bank protection suitable for northwest loess plateau area | |
| CN214460937U (en) | Rainwater garden structure of traffic hub | |
| CN209703550U (en) | A kind of pervious concrete barrier wall structure | |
| CN209482427U (en) | A kind of transmural formula closed drainage structure | |
| CN208650223U (en) | A kind of LID formula storm-collector | |
| CN209509120U (en) | A kind of rain processing system having both fire engine way and concave herbaceous field | |
| CN209538332U (en) | Municipal rain penetration device | |
| CN208649829U (en) | A kind of level land grass planting ditch | |
| CN207829129U (en) | A kind of stealth Ecological Road gutter | |
| CN214994545U (en) | Multifunctional rainwater sundry intercepting device | |
| CN214423405U (en) | Infiltration retaining wall |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| TR01 | Transfer of patent right | ||
| TR01 | Transfer of patent right |
Effective date of registration: 20200616 Address after: 300170 Tianjin City Hedong District Guangrui Road No. 67 Patentee after: Tianjin geological research and marine geology Center Address before: 300000 Tianjin City Hedong District Guangrui Road No. 67 Patentee before: INSTITUTE OF GEOLOGY, TIANJIN NORTH CHINA GEOLOGICAL EXPLORATION BUREAU |