CN206256455U - Draining lattice frame beam and draining lattice frame beam bank protection - Google Patents
Draining lattice frame beam and draining lattice frame beam bank protection Download PDFInfo
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- CN206256455U CN206256455U CN201621368011.6U CN201621368011U CN206256455U CN 206256455 U CN206256455 U CN 206256455U CN 201621368011 U CN201621368011 U CN 201621368011U CN 206256455 U CN206256455 U CN 206256455U
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- frame beam
- transverse drain
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Abstract
The utility model is related to Vierendeel girder equipment technical field, more particularly to a kind of draining lattice frame beam and draining lattice frame beam bank protection.Draining lattice frame beam includes the crossbeam of the multiple horizontal positioneds being generally aligned in the same plane and multiple vertical beams placed vertically；Crossbeam is formed in multiple lattice frame beam elements of matrix arrangement with vertical beam in right-angled intersection；The water inlet pipe of vertical placement and the transverse drain of horizontal positioned are embedded with crossbeam；The vertical drainage pipe of vertical placement is embedded with vertical beam；The upper end open of water inlet pipe sets and is in communication with the outside, and lower end connects with transverse drain；Transverse drain is interconnected with vertical drainage pipe in infall；The lowermost end of vertical drainage pipe is provided with discharge outlet.Draining lattice frame beam bank protection includes above-mentioned draining lattice frame beam.Above-mentioned draining lattice frame beam and draining lattice frame beam bank protection solve the problems, such as that existing lattice frame beam support action is poor, and it has stability higher, the novel technical advantage of structure.
Description
Technical field
The utility model is related to Vierendeel girder equipment technical field, more particularly to a kind of draining lattice frame beam and draining lattice
Vierendeel girder bank protection.
Background technology
Lattice frame beam is set in side slope can play a part of stable side slope, and because setting lattice frame in side slope
The technology easy construction of beam, therefore be widely used.
When setting lattice frame beam, its domatic ratio of slope is general 1：0.5-1：It is exposed when there is heavy showers between 1
Runoff can be produced after domatic full water, different degrees of washing away is produced to the soil body inside framework；Because of the upper limb by lattice Vierendeel girder
The effect of slope concentration, lower edge position can be washed away by more serious, cause the loess in lattice frame beam often to occur collapsing
Collapse phenomenon；With the development of the state of affairs, the support action of lattice frame beam further weakens, and reduces the stability of slopes.
To sum up, the drawbacks described above for how overcoming lattice frame beam in the prior art is those skilled in the art urgently to be resolved hurrily
Technical problem.
Utility model content
The purpose of this utility model is to provide a kind of draining lattice frame beam and draining lattice frame beam bank protection, to alleviate
After heavy showers is undergone, support action weakens lattice frame beam of the prior art, reduces the technical problem of slope texture.
The draining lattice frame beam that the utility model is provided, including：Multiple crossbeams and multiple vertical beams；
Wherein, multiple equal horizontal positioneds of the crossbeam, multiple vertical beams are vertically placed；Multiple crossbeams and multiple
The vertical beam is generally aligned in the same plane, and multiple crossbeams form multiple lattice frame beams with multiple vertical beams in right-angled intersection
Unit；Multiple lattice frame beam elements are in matrix arrangement；
Water inlet pipe and transverse drain are embedded with the crossbeam, and the water inlet pipe is vertically placed, the transverse drainage
Pipe horizontal positioned；Vertical drainage pipe is embedded with the vertical beam, and the vertical drainage pipe is vertically placed；
The upper end of the water inlet pipe is provided with water inlet, and the water inlet of the water inlet pipe is in communication with the outside, the water inlet
The lower end of pipe connects with the transverse drain；The transverse drain is interconnected with the vertical drainage pipe in infall；
The lowermost end of the vertical drainage pipe is provided with discharge outlet.
Further, the water inlet pipe, the transverse drain and the vertical drainage pipe are straight tube, and the water inlet
The cross section of pipe, the transverse drain and the vertical drainage pipe is circular ring.
, each parallel to the vertical beam, the transverse drain is parallel to the horizontal stroke for the water inlet pipe, the vertical drainage pipe
Beam.
The central axis of the central shaft of the water inlet pipe and the transverse drain and intersect.
Further, the water inlet pipe and the transverse drain are embedded in the crossbeam and are on slopes soil layer
Part；The vertical drainage pipe is embedded in the part that the vertical beam is on slopes soil layer.
Further, the water inlet pipe and the transverse drain are more than 25 with the distance on the back of the body versant surface of the crossbeam
Millimeter, the water inlet pipe and the transverse drain are also located at the inclined top position of the crossbeam；The vertical drainage pipe and institute
The distance for stating the back of the body versant surface of vertical beam is more than 25 millimeters.
The transverse drain deviates the center of the crossbeam；The vertical drainage pipe deviates the center of the vertical beam
Position.
Further, multiple water inlet pipes are embedded with each described crossbeam, and multiple water inlet pipes uniformly set
Put in the crossbeam.
Further, the water inlet pipe, the transverse drain and the vertical drainage pipe are polrvinyl chloride structure part.
Further, the two ends of the transverse drain are connected between the water inlet pipe by bipass, the horizontal stroke
Connected by three-way pipe between the middle part of drainpipe and the water inlet pipe.
The transverse drain in top is connected with the vertical drainage pipe by three-way pipe, top it is described
Connected by four-way pipe between the transverse drain and the vertical drainage pipe below transverse drain.
Further, the crossbeam and the vertical beam are reinforced concrete structure.
Further, the cross section of the crossbeam and the vertical beam is square cross section, and the square cross
The length of side in face is between 400 millimeters and 600 millimeters.
The diameter of the water inlet pipe is between 50 millimeters and 80 millimeters；The transverse drain and the vertical drainage pipe
Diameter is between 50 millimeters and 100 millimeters.
Accordingly, the utility model additionally provides a kind of draining lattice frame beam bank protection, including above-mentioned draining lattice frame
Set a roof beam in place, also including plain stage of slope gutter.
Discharge outlet described in the draining lattice frame beam on vertical drainage pipe is connected with the plain stage of slope gutter.
Compared with prior art, the utility model has the advantage of：
Draining lattice frame beam and draining lattice frame beam bank protection that the utility model is provided, analyzing its primary structure can
Know：Draining lattice frame beam is main to be arranged on water inlet pipe and transverse drain in crossbeam by multiple crossbeams, multiple vertical beams, with
And it is arranged on the vertical drainage pipe composition in vertical beam；Draining lattice frame beam bank protection is main by above-mentioned draining lattice frame beam, with
And plain stage of slope gutter composition.
The specific connected mode and position relationship for analyzing said structure understand：The crossbeam of horizontal positioned is perpendicular with vertical placement
Beam right-angled intersection is set, and forms multiple lattice frame beam elements in matrix arrangement；Vertical placement is embedded with crossbeam
The transverse drain of water inlet pipe and horizontal positioned, is embedded with the vertical drainage pipe of vertical placement in vertical beam；The upper end of water inlet pipe
Water inlet is in communication with the outside, and lower end is then connected with transverse drain, and transverse drain is also connected with vertical drainage pipe.Vertical
Plain stage of slope gutter is connected with the lower end discharge outlet of drainpipe.
It will be apparent that when there is heavy showers, the rainwater fallen on the loess surface in each lattice frame beam element can be
In the presence of self gravitation, flow downwardly into and be embedded in the opening up water inlet pipe of water inlet in crossbeam；Into the rain of water inlet pipe
Water can continue to flow downwardly into the transverse drain connected with water inlet pipe lower end in the presence of self gravitation；Into horizontal row
Rainwater in water pipe can continue to flow along the transverse drain of horizontal positioned, until flowing to transverse drain and vertical drainage pipe
Thus the position of connection, rainwater can flow into vertical drainage pipe in position, and in the presence of self gravitation, along vertical drainage pipe to
Flow down, eventually flowed out by the discharge outlet at vertical drainage ttom of pipe end.
So, the accumulation of rainwater would not be in lattice frame beam loess surface, would not also produce runoff, enter without
The soil body inside framework is produced and is washed away.
In addition, draining lattice frame beam bank protection is because including above-mentioned draining lattice frame beam, therefore equally there is above-mentioned draining
The advantage of lattice frame beam；In addition, plain stage of slope is set in the draining lattice frame beam at the lower end discharge outlet of vertical drainage pipe
Gutter so that the rainwater flowed out by vertical drainage pipe can be flowed into plain stage of slope gutter, and along plain stage of slope draining
Ditch is discharged to suitable place；Avoid accumulation of rainwater in lower edge position, the loess of lower edge position would not be subjected to the shadow of rain drop erosion
Ring；So, the support action of draining lattice frame beam is strengthened, the stability of slopes is increased.
Therefore, the utility model is provided draining lattice frame beam and draining lattice frame beam bank protection, support action are strong, and
With stability higher, structure is novel.
Brief description of the drawings
In order to illustrate more clearly of the utility model specific embodiment or technical scheme of the prior art, below will be right
The accompanying drawing to be used needed for specific embodiment or description of the prior art is briefly described, it should be apparent that, describe below
In accompanying drawing be some implementation methods of the present utility model, for those of ordinary skill in the art, do not paying creativeness
On the premise of work, other accompanying drawings can also be obtained according to these accompanying drawings.
The forward sight section structure schematic diagram of the draining lattice frame beam that Fig. 1 is provided for the utility model embodiment；
Fig. 2 is the mplifying structure schematic diagram of part A in Fig. 1；
The left view cross-sectional view of the draining lattice frame beam middle cross beam that Fig. 3 is provided for the utility model embodiment；
Vertical beam looks up cross-sectional view in the draining lattice frame beam that Fig. 4 is provided for the utility model embodiment；
The forward sight section structure schematic diagram of the draining lattice frame beam bank protection that Fig. 5 is provided for the utility model embodiment.
Icon：1- crossbeams；2- vertical beams；3- lattice frame beam elements；4- water inlet pipes；5- water inlets；6- is laterally arranged
Water pipe；7- vertical drainage pipes；8- discharge outlet；9- plain stage of slopes gutter.
Specific embodiment
The technical solution of the utility model is clearly and completely described below in conjunction with accompanying drawing, it is clear that described
Embodiment is a part of embodiment of the utility model, rather than whole embodiments.Based on the embodiment in the utility model, this
The every other embodiment that field those of ordinary skill is obtained under the premise of creative work is not made, belongs to this practicality
Novel protected scope.
It is term " " center ", " on ", D score, "left", "right", " perpendicular, it is necessary to explanation in description of the present utility model
Directly ", the orientation or position relationship of the instruction such as " level ", " interior ", " outward " are, based on orientation shown in the drawings or position relationship, to be only
Described with simplified for the ease of description the utility model, must had rather than the device or element for indicating or implying meaning specific
Orientation, with specific azimuth configuration and operation, therefore it is not intended that to limitation of the present utility model.Additionally, term " the
One ", " second ", " the 3rd " are only used for describing purpose, and it is not intended that indicating or implying relative importance.
, it is necessary to explanation, unless otherwise clearly defined and limited, term " is pacified in description of the present utility model
Dress ", " connected ", " connection " should be interpreted broadly, for example, it may be fixedly connected, or be detachably connected, or integratedly
Connection；Can mechanically connect, or electrically connect；Can be joined directly together, it is also possible to be indirectly connected to by intermediary,
Can be two connections of element internal.For the ordinary skill in the art, above-mentioned art can be understood with concrete condition
Concrete meaning of the language in the utility model.
The utility model is described in further detail below by specific embodiment and with reference to accompanying drawing.
Referring to shown in Fig. 1, Fig. 2, Fig. 3 and Fig. 4, present embodiments providing a kind of draining lattice frame beam, including：It is multiple horizontal
Beam 1 and multiple vertical beams 2；
Wherein, the equal horizontal positioned of multiple crossbeams 1, multiple vertical beams 2 are vertical to be placed；Multiple Hes of crossbeam 1
Multiple vertical beams 2 are generally aligned in the same plane, and multiple crossbeams 1 form multiple lattice with multiple vertical beams 2 in right-angled intersection
Structure framework beam element 3；Multiple lattice frame beam elements 3 are in matrix arrangement；
Water inlet pipe 4 and transverse drain 6 are embedded with the crossbeam 1, and the water inlet pipe 4 is vertically placed, the transverse direction
The horizontal positioned of drainpipe 6；Vertical drainage pipe 7 is embedded with the vertical beam 2, and the vertical drainage pipe 7 is vertically placed；
The upper end of the water inlet pipe 4 is provided with water inlet 5, and the water inlet 5 of the water inlet pipe 4 is in communication with the outside, described
The lower end of water inlet pipe 4 connects with the transverse drain 6；The transverse drain 6 is with the vertical drainage pipe 7 in infall phase
It is intercommunicated；The lowermost end of the vertical drainage pipe 7 is provided with discharge outlet 8.
Accordingly, shown in Figure 5, the present embodiment additionally provides a kind of draining lattice frame beam bank protection, including above-mentioned row
Water lattice frame beam, also including plain stage of slope gutter 9；
Discharge outlet 8 described in the draining lattice frame beam on vertical drainage pipe 7 connects with the plain stage of slope gutter 9
Connect.
The specific connected mode and position relationship for analyzing said structure understand：The crossbeam 1 of horizontal positioned and vertical placement
The right-angled intersection of vertical beam 2 is set, and forms multiple lattice frame beam elements 3 in matrix arrangement；It is embedded with crossbeam 1 and is vertically put
The water inlet pipe 4 and the transverse drain 6 of horizontal positioned put, are embedded with the vertical drainage pipe 7 of vertical placement in vertical beam 2；Water inlet
The upper end water inlet 5 of pipe 4 is in communication with the outside, and lower end then connects with transverse drain 6, and transverse drain 6 is gone back and vertical drainage
Pipe 7 is connected.
It will be apparent that when there is heavy showers, the rainwater fallen on the loess surface in each lattice frame beam element 3 can be
In the presence of self gravitation, flow downwardly into and be embedded in the opening up water inlet pipe 4 of water inlet 5 in crossbeam 1；Into water inlet pipe 4
Rainwater can continue to flow downwardly into the transverse drain 6 connected with the lower end of water inlet pipe 4 in the presence of self gravitation；Into
Rainwater in transverse drain 6 can continue to flow along the transverse drain 6 of horizontal positioned, until flow to transverse drain 6 with
Thus the position of the connection of vertical drainage pipe 7, rainwater can flow into vertical drainage pipe 7 in position, and in the presence of self gravitation, along
Vertical drainage pipe 7 is eventually flowed out to flowing down by the discharge outlet 8 of the bottom of vertical drainage pipe 7.
So, the accumulation of rainwater would not be in lattice frame beam loess surface, would not also produce runoff, enter without
The soil body inside framework is produced and is washed away.
In addition, draining lattice frame beam bank protection is because including above-mentioned draining lattice frame beam, therefore equally there is above-mentioned draining
The advantage of lattice frame beam；In addition, set side slope in the draining lattice frame beam at the lower end discharge outlet 8 of vertical drainage pipe 7 putting down
Platform gutter 9 so that the rainwater flowed out by vertical drainage pipe 7 can be flowed into plain stage of slope gutter 9, and along plain stage of slope
Gutter 9 is discharged to suitable place；Avoid accumulation of rainwater in lower edge position, the loess of lower edge position would not be subjected to rain drop erosion
Influence；So, the support action of draining lattice frame beam is strengthened, the stability of slopes is increased.
Therefore, the utility model is provided draining lattice frame beam and draining lattice frame beam bank protection, support action are strong, and
With stability higher, structure is novel.
The detailed technology scheme and detailed construction of the draining lattice frame beam for providing the present embodiment below are illustrated：
In the concrete structure of the draining lattice frame beam that the present embodiment is provided, water inlet pipe 4, transverse drain 6 and vertical
Drainpipe 7 is the straight tube that cross section is circular ring.
It should be noted that the straight tube of circular ring is very common, and multi-size, it is convenient to be adopted as needed
Purchase.
In order that obtain drainage effect more preferably, and it is in hgher efficiency, water inlet pipe 4 and vertical drainage pipe 7 are set parallel to vertical beam 2,
Transverse drain 6 is set parallel to crossbeam 1；So, overall structure more reasonably stability can also be caused.
In addition, in order that rainwater it is more unimpeded when transverse drain 6 is flowed into by water inlet pipe 4, prevent in heavy showers
Because water velocity is too slow, cause the loess under draining lattice frame beam to be washed, the central shaft of water inlet pipe 4 is set to and horizontal stroke
Intersect to the central axis of drainpipe 6.
In concrete structure, referring to Fig. 3, in order that the upper end water inlet 5 for obtaining water inlet pipe 4 is exposed in atmosphere, so as to rainwater
Water inlet pipe 4 can be flowed into by the upper end water inlet 5 of water inlet pipe 4, water inlet pipe 4 is embedded in the portion that crossbeam 1 is on slopes soil layer
Point；Meanwhile, referring to Fig. 4, in order to adapt to water inlet pipe 4, transverse drain 6 and vertical drainage pipe 7 are also embedded in the He of crossbeam 1 respectively
Vertical beam 2 is in the part on slopes soil layer.
Particularly, referring to Fig. 3 and Fig. 4, for the overcoat for avoiding being arranged on crossbeam 1 and the back of the body versant of vertical beam 2 surface, will
Water inlet pipe 4 and transverse drain 6 are embedded in position of the distance back of the body versant surface distance more than 25 millimeters in crossbeam 1, and will be vertical
Drainpipe 7 is embedded in position of the distance back of the body versant surface more than 25 millimeters in vertical beam 2.
Meanwhile, in order to avoid being arranged on the anchor pole or anchor cable of crossbeam 1 and the center of vertical beam 2, transverse drain 6 can not set
Put in the center of crossbeam 1, vertical drainage pipe 7 can not be arranged on the center of vertical beam 2.
Preferably, in order to improve the rainwater on the slopes soil layer surface under draining lattice frame beam into the speed of water inlet pipe 4
Degree, increases drainage efficiency, and multiple water inlet pipes 4 are provided with each crossbeam 1 that the present embodiment is provided；And in order that obtain each
Rainwater in lattice frame beam element 3 can be discharged in time, and water inlet pipe 4 is evenly distributed in crossbeam 1.
Particularly, water inlet pipe 4, transverse drain 6 and vertical drainage pipe 7 are made using polyvinyl chloride (i.e. PVC) material.
It should be noted that PVC material hardness is high；And Stability Analysis of Structures, it is difficult by acid, caustic corrosion；The life-span can be extended.
In the concrete structure of the connectivity structure of the draining lattice frame beam that the present embodiment is provided, the two of transverse drain 6
End is connected by bipass (not shown) with the lower end of water inlet pipe 4, and the centre position of transverse drain 6 then passes through three
Siphunculus (not shown) is connected with the lower end of water inlet pipe 4；Between transverse drain 6 and vertical drainage pipe 7 in top
Connected by three-way pipe, and the transverse drain 6 for being not at top then needs to pass through four-way pipe between vertical drainage pipe 7
(not shown) is connected.So, the connection nature between water inlet pipe 4, transverse drain 6 and vertical drainage pipe 7 is may be such that, no
Rainwater flowing wherein can be hindered.
Crossbeam 1 and vertical beam 2 in the draining lattice frame beam that the present embodiment is provided are reinforced concrete structure, to increase
The structural strength of draining lattice frame beam.
In concrete structure, the cross section of crossbeam 1 and vertical beam 2 is square structure, and both square cross sections
The length of side between 400 millimeters and 600 millimeters, to adapt to normal demand；To adapt to the size of crossbeam 1 and vertical beam 2, by water inlet pipe
4 diameter is limited between 50 millimeters and 80 millimeters, and the diameter of transverse drain 6 and vertical drainage pipe 7 is limited in into 50 millis
Between rice and 100 millimeters.
Particularly, the longitudinal centre line of crossbeam 1 is parallel with vertical beam 2, cross central line and the vertical beam 2 of the cross section of crossbeam 1
Vertically.
For crossbeam 1 and vertical beam 2 that the cross section length of side is 400 millimeters, the central shaft of water inlet pipe 4 and the crossbeam 1
The distance of the longitudinal centre line of cross section is 75 millimeters, the transverse center of the central shaft of transverse drain 6 and the cross section of crossbeam 1
The distance of line is 100 millimeters.
In sum, present embodiment discloses a kind of draining lattice frame beam and draining lattice frame beam bank protection, it overcomes
Many technological deficiency present in conventional art.Draining lattice frame beam and draining lattice frame beam shield that the present embodiment is provided
Slope support action is strong, and with stability higher, the novel technical advantage of structure.
Finally it should be noted that：Above example is only used to illustrate the technical solution of the utility model, rather than its limitations；
Although being described in detail to the utility model with reference to the foregoing embodiments, it will be understood by those within the art that：
It can still modify to the technical scheme described in previous embodiment, or to which part or all technical characteristic
Carry out equivalent；And these modifications or replacement, the essence of appropriate technical solution is departed from the utility model embodiment
The scope of technical scheme.
Claims (10)
1. a kind of draining lattice frame beam, it is characterised in that including：Multiple crossbeams and multiple vertical beams；
Wherein, multiple equal horizontal positioneds of the crossbeam, multiple vertical beams are vertically placed；Described in multiple crossbeams and multiple
Vertical beam is generally aligned in the same plane, and multiple crossbeams form multiple lattice frame beam lists with multiple vertical beams in right-angled intersection
Unit；Multiple lattice frame beam elements are in matrix arrangement；
Water inlet pipe and transverse drain are embedded with the crossbeam, and the water inlet pipe is vertically placed, the transverse drain water
Placing flat；Vertical drainage pipe is embedded with the vertical beam, and the vertical drainage pipe is vertically placed；
The upper end of the water inlet pipe is provided with water inlet, and the water inlet of the water inlet pipe is in communication with the outside, the water inlet pipe
Lower end connects with the transverse drain；The transverse drain is interconnected with the vertical drainage pipe in infall；It is described
The lowermost end of vertical drainage pipe is provided with discharge outlet.
2. draining lattice frame beam according to claim 1, it is characterised in that
The water inlet pipe, the transverse drain and the vertical drainage pipe are straight tube, and the water inlet pipe, the laterally row
The cross section of water pipe and the vertical drainage pipe is circular ring；
, each parallel to the vertical beam, the transverse drain is parallel to the crossbeam for the water inlet pipe, the vertical drainage pipe；
The central axis of the central shaft of the water inlet pipe and the transverse drain and intersect.
3. draining lattice frame beam according to claim 2, it is characterised in that
The water inlet pipe and the transverse drain are embedded in the part that the crossbeam is on slopes soil layer；It is described vertical
Drainpipe is embedded in the part that the vertical beam is on slopes soil layer.
4. draining lattice frame beam according to claim 3, it is characterised in that
The water inlet pipe and the transverse drain are more than 25 millimeters, the water inlet with the distance on the back of the body versant surface of the crossbeam
Pipe and the transverse drain are also located at the inclined top position of the crossbeam；The back of the body versant of the vertical drainage pipe and the vertical beam
The distance on surface is more than 25 millimeters；
The transverse drain deviates the center of the crossbeam；The vertical drainage pipe deviates the centre bit of the vertical beam
Put.
5. the draining lattice frame beam according to claim any one of 1-4, it is characterised in that
Multiple water inlet pipes are embedded with each described crossbeam, and multiple water inlet pipes are uniformly arranged on the crossbeam
It is interior.
6. the draining lattice frame beam according to claim any one of 1-4, it is characterised in that
The water inlet pipe, the transverse drain and the vertical drainage pipe are polrvinyl chloride structure part.
7. the draining lattice frame beam according to claim any one of 1-4, it is characterised in that
The two ends of the transverse drain are connected between the water inlet pipe by bipass, the middle part of the transverse drain
Connected by three-way pipe between the water inlet pipe；
The transverse drain in top is connected with the vertical drainage pipe by three-way pipe, the transverse direction of top
Connected by four-way pipe between the transverse drain and the vertical drainage pipe below drainpipe.
8. the draining lattice frame beam according to claim any one of 1-4, it is characterised in that
The crossbeam and the vertical beam are reinforced concrete structure.
9. the draining lattice frame beam according to claim any one of 2-4, it is characterised in that
The cross section of the crossbeam and the vertical beam is square cross section, and the length of side of the square cross section exists
Between 400 millimeters and 600 millimeters；
The diameter of the water inlet pipe is between 50 millimeters and 80 millimeters；The diameter of the transverse drain and the vertical drainage pipe
Between 50 millimeters and 100 millimeters.
10. a kind of draining lattice frame beam bank protection, it is characterised in that including the draining lattice as described in claim any one of 1-9
Structure Vierendeel girder, also including plain stage of slope gutter；
Discharge outlet described in the draining lattice frame beam on vertical drainage pipe is connected with the plain stage of slope gutter.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201621368011.6U CN206256455U (en) | 2016-12-12 | 2016-12-12 | Draining lattice frame beam and draining lattice frame beam bank protection |
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201621368011.6U CN206256455U (en) | 2016-12-12 | 2016-12-12 | Draining lattice frame beam and draining lattice frame beam bank protection |
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| CN206256455U true CN206256455U (en) | 2017-06-16 |
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| CN108018828A (en) * | 2017-11-15 | 2018-05-11 | 深圳市华茂建设工程有限公司 | A kind of protective slope structure |
| CN108071094A (en) * | 2017-11-15 | 2018-05-25 | 深圳市华茂建设工程有限公司 | A kind of construction method of protective slope structure |
| CN108265728A (en) * | 2017-12-14 | 2018-07-10 | 安徽瀚景观规划设计院有限公司 | The multiple green safety device of slope surface and its application method |
| CN108560481A (en) * | 2018-04-26 | 2018-09-21 | 金鑫来 | The river course slope protection device of hydraulic engineering |
| CN109792924A (en) * | 2018-12-08 | 2019-05-24 | 深圳市升源园林生态有限公司 | A kind of ecological slope protection turf laying process |
| CN110409471A (en) * | 2019-08-27 | 2019-11-05 | 中水北方勘测设计研究有限责任公司 | Prefabricated supporting and retaining system guard assembly for soil-slope |
| CN112095548A (en) * | 2020-09-19 | 2020-12-18 | 江苏兴业环境集团有限公司 | Method for treating river landslide |
| CN112243732A (en) * | 2020-10-20 | 2021-01-22 | 福建中设工程咨询有限公司 | Highway slope protection structure and construction method |
| CN113174970A (en) * | 2021-04-06 | 2021-07-27 | 三峡大学 | Ecological slope protection system with pre-buried drip irrigation intercepting ditches and lattice beams and construction method |
| CN113789795A (en) * | 2021-09-23 | 2021-12-14 | 四川瑞云建设工程有限公司 | Highway slope protection structure and construction method thereof |
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| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108071094A (en) * | 2017-11-15 | 2018-05-25 | 深圳市华茂建设工程有限公司 | A kind of construction method of protective slope structure |
| CN108018828A (en) * | 2017-11-15 | 2018-05-11 | 深圳市华茂建设工程有限公司 | A kind of protective slope structure |
| CN108265728A (en) * | 2017-12-14 | 2018-07-10 | 安徽瀚景观规划设计院有限公司 | The multiple green safety device of slope surface and its application method |
| CN108560481A (en) * | 2018-04-26 | 2018-09-21 | 金鑫来 | The river course slope protection device of hydraulic engineering |
| CN109792924B (en) * | 2018-12-08 | 2021-06-01 | 深圳市升源园林生态有限公司 | Ecological slope protection turf laying process |
| CN109792924A (en) * | 2018-12-08 | 2019-05-24 | 深圳市升源园林生态有限公司 | A kind of ecological slope protection turf laying process |
| CN110409471A (en) * | 2019-08-27 | 2019-11-05 | 中水北方勘测设计研究有限责任公司 | Prefabricated supporting and retaining system guard assembly for soil-slope |
| CN112095548A (en) * | 2020-09-19 | 2020-12-18 | 江苏兴业环境集团有限公司 | Method for treating river landslide |
| CN112243732A (en) * | 2020-10-20 | 2021-01-22 | 福建中设工程咨询有限公司 | Highway slope protection structure and construction method |
| CN112243732B (en) * | 2020-10-20 | 2022-07-26 | 福建中设工程咨询有限公司 | Highway slope protection structure and construction method |
| CN113174970A (en) * | 2021-04-06 | 2021-07-27 | 三峡大学 | Ecological slope protection system with pre-buried drip irrigation intercepting ditches and lattice beams and construction method |
| CN113833345A (en) * | 2021-09-14 | 2021-12-24 | 中国电建集团华东勘测设计研究院有限公司 | Rail transit vehicle base for high fill area |
| CN113789795A (en) * | 2021-09-23 | 2021-12-14 | 四川瑞云建设工程有限公司 | Highway slope protection structure and construction method thereof |
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| CF01 | Termination of patent right due to non-payment of annual fee | ||
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Granted publication date: 20170616 Termination date: 20191212 |