CN207608922U - A kind of architectural engineering retaining wall - Google Patents
A kind of architectural engineering retaining wall Download PDFInfo
- Publication number
- CN207608922U CN207608922U CN201721030034.0U CN201721030034U CN207608922U CN 207608922 U CN207608922 U CN 207608922U CN 201721030034 U CN201721030034 U CN 201721030034U CN 207608922 U CN207608922 U CN 207608922U
- Authority
- CN
- China
- Prior art keywords
- layer
- reinforcement
- fixed cone
- cone
- soil
- 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.)
- Expired - Fee Related
Links
Landscapes
- Retaining Walls (AREA)
Abstract
The utility model discloses a kind of architectural engineering retaining walls, including dirt bed, soil base, enhancement layer, enhancement layer is internally connected with reinforcement vertical bars, and the reinforcement transverse bar and reinforcement diagonal bar being connect respectively with reinforcement vertical bars are reinforced being connected to pointed cone on the left of vertical beam, web beam bottom is connected with tapering, reinforce cant beam side and be covered with clay layer, concrete layer is covered on clay layer, a rock layers are covered on concrete layer, it is equipped with four protective layers in grain rock layers, there is waterway between protective layer.Enhancement layer is combined closely from vertical and horizontal with soil respectively, the utility model is set to connect fastening with soil, mudstone in building slope surface is not easy to slide, simultaneously, inside keeps the utility model overall structure firm due to the setting of reinforcement structure, rainwater along discharge structure to flow down, soil erosion is reduced, and multilayered structure on inclined-plane and protective layer are further reduced soil erosion.
Description
Technical field
The utility model is related to a kind of building facilities, specifically a kind of architectural engineering retaining wall.
Background technology
Currently, retaining wall prevents soil block or stone as a kind of construction being built in hillside fields to reinforced soil slopes or stoneledge
It falls, can also prevent water and soil balance.Existing retaining wall for building, it is not secured enough with the connection on ground, easily it is detached from ground,
Built on the sand, easily there is whole landslide in internal structure and overall structure, and drainage system is bad, and anti-erosion function is not strong, influences
The using effect of retaining wall.
Utility model content
The purpose of this utility model is to provide a kind of overall structure is firm, the good architectural engineering gear of anti-erosion effect
Cob wall, to solve the problems mentioned in the above background technology.
To achieve the above object, the utility model provides the following technical solutions：
A kind of architectural engineering retaining wall, including dirt bed, soil base, enhancement layer, dirt bed are the soil in left side, soil
Base is the soil of bottom, is covered with sandy gravel stratum on the dirt bed top, vegetable layer, the enhancement layer are covered on sandy gravel stratum
Left side is to reinforce vertical beam, and enhancement layer bottom is web beam, reinforces being connected to reinforce cant beam between vertical beam and web beam, described
Enhancement layer is internally connected with reinforcement vertical bars, the reinforcement transverse bar and reinforcement diagonal bar being connect respectively with reinforcement vertical bars, the reinforcement vertical beam
Left side is connected to pointed cone, and pointed cone has pointed tooth with vertical beam integrally connected, pointed cone top is reinforced, and pointed cone side has hangnail, described
Web beam bottom is connected with tapering, and tapering is connected to bore spine, and the reinforcement cant beam side is covered with clay layer, clay layer overlying
It is stamped concrete layer, a rock layers are covered on concrete layer, four protective layers are equipped in grain rock layers, there is stream between protective layer
Ditch, the concrete layer bottom bending is extended traps out with soil base discharge structure disposed in parallel, discharge structure fovea superior
Longitudinally disposed gutter therewith, protective layer bottom is adjacent with gutter, and waterway is connected to gutter, the protective layer end
Surrounding is respectively provided with the first fixed cone, the second fixed cone, third fixed cone and the 4th fixed cone, and the first fixed cone, second are fixed
The fixation of cone, third fixed cone and the 4th fixed cone is inserted in a rock layers, and the is linked on the first fixed cone and the second fixed cone
One hook spring, the first hook spring connect the first steel wire, and the first steel wire connects the second steel wire by the second hook spring
Net, the second steel wire are hung and are connect with third fixed cone, the 4th fixed cone respectively by third hook spring, the first fixed cone one
Side is connected with fixed plate, and beading is bolted in fixed plate, and beading is diagonally arranged, and beading one end is connect with the first fixed cone,
The other end is connect with the 4th fixed cone.
As further program of the utility model：The reinforcement transverse bar and reinforcement diagonal bar will reinforce vertical beam and reinforce cant beam
It is fastenedly connected, reinforces vertical bars and reinforcement diagonal bar and be fastenedly connected web beam and reinforcement cant beam.
As the utility model further scheme：The structure function of four protective layers is identical.
Compared with prior art, the utility model has the beneficial effects that：Enhancement layer respectively from vertical and horizontal with soil
It combines closely, the utility model is made to connect fastening with soil, the mudstone built in slope surface is not easy to slide, meanwhile, inside is due to adding
The setting of strong structure keeps the utility model overall structure firm, and rainwater, to flowing down, reduces soil erosion along discharge structure, and
Multilayered structure and protective layer on inclined-plane are further reduced soil erosion.
Description of the drawings
Fig. 1 is a kind of structural schematic diagram of architectural engineering retaining wall.
Fig. 2 is a kind of side view of architectural engineering retaining wall.
Fig. 3 is a kind of structural schematic diagram of protective layer in architectural engineering retaining wall.
Fig. 4 is a kind of partial structural diagram of protective layer in architectural engineering retaining wall.
In figure：Dirt bed 1, enhancement layer 3, reinforces vertical beam 4, web beam 5, reinforces cant beam 6, reinforces vertical bars soil base 2
7, reinforce transverse bar 8, reinforce diagonal bar 9, pointed cone 10, pointed tooth 11, hangnail 12, tapering 13, sandy gravel stratum 14, vegetable layer 15, clay layer 16,
Concrete layer 17, grain rock layers 18, protective layer 19, the first fixed cone 20, the second fixed cone 21, third fixed cone the 22, the 4th are fixed
Bore the 23, first hook spring 24, the first steel wire 25, the second hook spring 26, the second steel wire 27, third hook spring 28,
Fixed plate 29, bolt 30, beading 31, waterway 32, gutter 33, bore spine 34, discharge structure 35.
Specific implementation mode
The technical solution of this patent is described in more detail With reference to embodiment.
Please refer to Fig.1-4, a kind of architectural engineering retaining wall, including dirt bed 1, soil base 2, enhancement layer 3, dirt bed 1
For the soil in left side, dirt bed is covered with sandy gravel stratum 14 on 1 top, vegetable layer 15 is covered on sandy gravel stratum 14, soil base 2 is
The soil of bottom, to reinforce vertical beam 4,3 bottom of enhancement layer is web beam 5, reinforces vertical beam 4 and web beam 5 in enhancement layer 3 left side
Between be connected to reinforce cant beam 6, enhancement layer 3, which is internally connected with, reinforces vertical bars 7, with reinforce the reinforcement transverse bar 8 that connect of vertical bars 7 and
Reinforce diagonal bar 9, reinforces transverse bar 8 and reinforcement diagonal bar 9 will reinforce vertical beam 4 and reinforcement cant beam 6 is fastenedly connected, reinforce vertical bars 7 and reinforce
Web beam 5 is fastenedly connected by diagonal bar 9 with cant beam 6 is reinforced, and is reinforced 4 left side of vertical beam and is connected to pointed cone 10, pointed cone 10 is perpendicular with reinforcement
There is pointed tooth 11,10 side of pointed cone to have hangnail 12 for 4 integrally connected of beam, 10 top of pointed cone, and 5 bottom of web beam is connected with tapering
13, tapering 13 is connected to bore spine 34, reinforces 6 side of cant beam and is covered with clay layer 16, concrete layer 17 is covered on clay layer 16,
It is covered with a rock layers 18 on concrete layer 17, four protective layers 19 are equipped in grain rock layers 18, there is flowing water between protective layer 19
Ditch 32, the bending of 17 bottom of concrete layer extend with 2 discharge structure 35 disposed in parallel of soil base, be recessed on discharge structure 35
There is gutter 33 longitudinally disposed therewith, 19 bottom of protective layer is adjacent with gutter 33, and waterway 32 is connected to gutter 33, prevents
19 end surrounding of sheath is respectively provided with the first fixed cone 20, the second fixed cone 21, third fixed cone 22 and the 4th fixed cone 23, the
The fixation of one fixed cone 20, the second fixed cone 21, third fixed cone 22 and the 4th fixed cone 23 is inserted in a rock layers 18, and first is solid
Surely it being linked with the first hook spring 24 on cone 20 and the second fixed cone 21, the first hook spring 24 connects the first steel wire 25, the
One steel wire 25 connects the second steel wire 27 by the second hook spring 26, and the second steel wire 27 passes through third hook spring 28
It hangs and connect with third fixed cone 22, the 4th fixed cone 23 respectively, 20 side of the first fixed cone is connected with fixed plate 29, fixed plate
29 connect beading 31 by bolt 30, and beading 31 is diagonally arranged, and 31 one end of beading connect with the first fixed cone 20, the other end and the
Four fixed cones 23 connect.The structure function of four protective layers 19 is identical.The pointed cone 10 of enhancement layer 3 is inserted into dirt bed 1 simultaneously, is added
Soil base 2 is inserted into the tapering 13 of strong layer 3, and enhancement layer 3 is closely connect with dirt bed 1, soil base 2, and 10 side of pointed cone has
Hangnail 12, tapering 13 are connected to bore spine 34, combine closely respectively with soil from vertical and horizontal, make the utility model and soil
It is not detached from easily, after being fastened with soil, the mudstone in whole building construction period building slope surface is not easy to slide, meanwhile, it is internal
Due to the setting of reinforcement structure, keep the utility model overall structure secured, landslide feelings are less prone in whole building construction period
Condition, rainwater, to flowing down, reduce soil erosion, and on inclined-plane along waterway 32, gutter 33 in whole building construction period
Multilayered structure and protective layer 19 are further reduced soil erosion.
The better embodiment of this patent is explained in detail above, but this patent is not limited to above-mentioned embodiment party
Formula, one skilled in the relevant art within the scope of knowledge, can also be under the premise of not departing from this patent objective
It makes a variety of changes.
Claims (3)
1. a kind of architectural engineering retaining wall, including dirt bed (1), soil base (2), enhancement layer (3), dirt bed (1) is left side
Soil, soil base (2) be bottom soil, it is characterised in that：It is covered with sandy gravel stratum at the top of the dirt bed (1)
(14), it is covered with vegetable layer (15) on sandy gravel stratum (14), is to reinforce vertical beam (4), enhancement layer (3) bottom on the left of the enhancement layer (3)
Portion is web beam (5), reinforces being connected to reinforce cant beam (6) between vertical beam (4) and web beam (5), the enhancement layer (3) is interior
Portion, which is connected with, reinforces vertical bars (7), the reinforcement transverse bar (8) and reinforcement diagonal bar (9) being connect respectively with reinforcement vertical bars (7), the reinforcement
Pointed cone (10) is connected on the left of vertical beam (4), pointed cone (10) has pointed tooth with vertical beam (4) integrally connected, pointed cone (10) top is reinforced
(11), there is hangnail (12), web beam (5) bottom to be connected with tapering (13), tapering (13) connection for pointed cone (10) side
Bore spine (34), reinforcement cant beam (6) side is covered with clay layer (16), and clay layer is covered with concrete layer on (16)
(17), it is covered with a rock layers (18) on concrete layer (17), four protective layers (19), protective layer are equipped in grain rock layers (18)
(19) there is waterway (32), concrete layer (17) the bottom bending to extend disposed in parallel with soil base (2) between
Discharge structure (35), discharge structure (35) fovea superior trap out gutter longitudinally disposed therewith (33), protective layer (19) bottom and row
Ditch (33) is adjacent, and waterway (32) is connected to gutter (33), and it is solid that protective layer (19) end surrounding is respectively provided with first
Fixed cone (20), the second fixed cone (21), third fixed cone (22) and the 4th fixed cone (23), the first fixed cone (20), second are consolidated
The fixation of fixed cone (21), third fixed cone (22) and the 4th fixed cone (23) is inserted in a rock layers (18), the first fixed cone (20)
Be linked with the first hook spring (24) on the second fixed cone (21), the first hook spring (24) connects the first steel wire (25),
First steel wire (25) connects the second steel wire (27) by the second hook spring (26), and the second steel wire (27) is hung by third
Hook spring (28) hangs and connect with third fixed cone (22), the 4th fixed cone (23) respectively, the connection of the first fixed cone (20) side
There are fixed plate (29), fixed plate (29) to connect beading (31) by bolt (30), beading (31) is diagonally arranged, beading (31) one end
It is connect with the first fixed cone (20), the other end is connect with the 4th fixed cone (23).
2. a kind of architectural engineering retaining wall according to claim 1, it is characterised in that：The reinforcement transverse bar (8) and reinforcement
Diagonal bar (9) will reinforce vertical beam (4) and will be fastenedly connected with cant beam (6) is reinforced, and reinforce vertical bars (7) and reinforce diagonal bar (9) by web beam
(5) it is fastenedly connected with reinforcement cant beam (6).
3. a kind of architectural engineering retaining wall according to claim 1, it is characterised in that：Four protective layers (19)
Structure function is identical.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201721030034.0U CN207608922U (en) | 2017-08-17 | 2017-08-17 | A kind of architectural engineering retaining wall |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201721030034.0U CN207608922U (en) | 2017-08-17 | 2017-08-17 | A kind of architectural engineering retaining wall |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN207608922U true CN207608922U (en) | 2018-07-13 |
Family
ID=62793171
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201721030034.0U Expired - Fee Related CN207608922U (en) | 2017-08-17 | 2017-08-17 | A kind of architectural engineering retaining wall |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN207608922U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110318368A (en) * | 2019-06-21 | 2019-10-11 | 四川同达建设有限公司 | A kind of water conservancy retaining wall |
-
2017
- 2017-08-17 CN CN201721030034.0U patent/CN207608922U/en not_active Expired - Fee Related
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110318368A (en) * | 2019-06-21 | 2019-10-11 | 四川同达建设有限公司 | A kind of water conservancy retaining wall |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN100493339C (en) | Farmland discharging-irrigating series facilities | |
| CN106193066B (en) | A kind of Loess landslide administering method based on restoration of the ecosystem | |
| KR101005340B1 (en) | A construction method of the artificial playground | |
| CN113585296B (en) | Artificial slope assembly type flexible support ecological comprehensive treatment structure and construction method thereof | |
| CN106836275A (en) | Landscape eco-friendly retaining wall for rapidly protecting tillite slope and implementation method | |
| CN109763502A (en) | A kind of environmentally protective comprehensive processing method of high steep Loess Landslide | |
| CN110374111A (en) | A kind of slope cooperates with support system with steel pipe piled anchor | |
| CN208280161U (en) | The compound retaining wall structure of antifouling type reinforcement pervious concrete | |
| CN211773764U (en) | Environment-friendly grass planting concrete highway slope protection structure | |
| CN112854260B (en) | Ecological concrete rock-soil slope protection structure and construction method | |
| CN207608922U (en) | A kind of architectural engineering retaining wall | |
| CN108018828B (en) | Slope protection structure | |
| CN212175819U (en) | Slope greening structure | |
| CN109281322A (en) | A kind of high-strength precompressed anchor pole combines slope planting structure and method with precast rc slab | |
| CN211547768U (en) | Highway subgrade protector | |
| CN108691317A (en) | The compound retaining wall of antifouling type reinforcement pervious concrete and its construction method | |
| CN210031903U (en) | Retaining wall structure based on mortar rubble | |
| CN210216318U (en) | Ecological river course side slope protective structure | |
| CN212533950U (en) | Ecological bank protection in river course | |
| CN214783977U (en) | Compound foundation pit supporting structure of full miscellaneous filled earth stratum | |
| CN212534145U (en) | Greening plant slope protection | |
| CN114439020A (en) | Dynamic compaction side slope and dynamic compaction side slope construction method | |
| CN208701738U (en) | A kind of solid reinforcement combination of rigidity and flexibility ecology retaining wall | |
| CN208917611U (en) | It is a kind of can anti-softening road structure | |
| CN208777333U (en) | The drainage system of retaining wall |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20180713 Termination date: 20190817 |