CN112095635A - Construction method for slope protection engineering for comprehensive water and soil loss treatment - Google Patents

Construction method for slope protection engineering for comprehensive water and soil loss treatment Download PDF

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Publication number
CN112095635A
CN112095635A CN202010961747.9A CN202010961747A CN112095635A CN 112095635 A CN112095635 A CN 112095635A CN 202010961747 A CN202010961747 A CN 202010961747A CN 112095635 A CN112095635 A CN 112095635A
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CN
China
Prior art keywords
base
construction
slope protection
holes
plates
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Granted
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CN202010961747.9A
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Chinese (zh)
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CN112095635B (en
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不公告发明人
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Ningxia Jinshi Weiye Construction Engineering Co.,Ltd.
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Hefei Pinzhan Environmental Protection Technology Co ltd
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Priority to CN202010961747.9A priority Critical patent/CN112095635B/en
Publication of CN112095635A publication Critical patent/CN112095635A/en
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    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02DFOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D17/00Excavations; Bordering of excavations; Making embankments
    • E02D17/20Securing of slopes or inclines
    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02DFOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D2250/00Production methods
    • E02D2250/0007Production methods using a mold
    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02DFOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D2600/00Miscellaneous
    • E02D2600/20Miscellaneous comprising details of connection between elements

Abstract

The invention relates to the field of hydraulic engineering, in particular to a construction method for slope protection engineering for comprehensive water and soil loss treatment, which uses a slope protection construction device, wherein the slope protection construction device comprises a first base, a second base and a fixing frame, the first base and the second base are arranged correspondingly, a connecting plate with an inclined structure is symmetrically and fixedly arranged between the first base and the second base, the first base and the second base are arranged in a step shape after being connected through the connecting plate, lifting platforms are inserted into the tops of the first base and the second base, sliding grooves are formed in the two ends of each lifting platform, cross rods are inserted into the lifting platforms, the two ends of each cross rod penetrate through the lifting platforms and the sliding grooves, movable plates with inclined structures are fixedly arranged, and the movable plates are arranged correspondingly in pairs. The invention can rapidly assemble and disassemble the mould, greatly improves the construction progress of the revetment and is suitable for popularization.

Description

Construction method for slope protection engineering for comprehensive water and soil loss treatment
Technical Field
The invention relates to the field of hydraulic engineering, in particular to a construction method for slope protection engineering for comprehensive water and soil loss treatment.
Background
The water and soil loss refers to the phenomenon that water and soil are simultaneously lost due to the influence of natural or artificial factors, rainwater cannot be absorbed on the spot, flows down along the same trend and scours the soil. The main reasons are large ground gradient, improper land utilization, damaged ground vegetation, unreasonable cultivation technology, loose soil texture, excessive forest cutting, excessive grazing and the like. Soil erosion and water loss bring serious threats to agricultural production in mountainous areas and downstream riverways.
To the problem of soil erosion and water loss, conventional way is to establish the bank protection, consolidate soil and water through the bank protection, it is loose to avoid soil property, at present, cement mortar is mostly adopted to most common bank protection, pour out hollow out construction's ground on the bank protection, plant the vegetation again in the fretwork department of ground, the polymerization of soil property is increased through the vegetation, it needs to use the mould to pour at the ground, and conventional mould all forms through splicing a plurality of spare parts each other, need artifical manual concatenation when using, also need artifical manual demolising when the drawing of patterns, clear up the back, need splice once more just can use, the very big construction progress of bank protection that has reduced of this kind of mode, and the precision of mould can't be ensured in artifical manual concatenation, cause the ground to link up inconsistent easily, influence the use of bank protection.
Disclosure of Invention
In order to solve the problems, the invention provides a construction method for slope protection engineering through comprehensive water and soil loss treatment, which can be used for rapidly installing and disassembling a mould, greatly improving the construction progress of slope protection, improving the installation precision of the mould and avoiding the deflection of a foundation caused by improper mould installation.
In order to achieve the purpose, the invention adopts the following technical scheme that the construction method for slope protection engineering for comprehensive water and soil loss treatment uses a slope protection construction device, the slope protection construction device comprises a first base, a second base and a fixing frame, and the concrete method for slope protection engineering construction by adopting the slope protection construction device is as follows:
s1, equipment checking: before the slope protection construction device is started to carry out slope protection project construction, the operation of equipment is checked;
s2, fixing a base: the first base and the second base in the slope protection construction and construction device which is checked in the step S1 are synchronously moved to the designated position and then fixed;
s3, fixing the template: fixing the fixing frame on the slope protection after the first base and the second base in the S2 are fixed, and performing cement pouring;
s4, removing the template: after the cement poured in the fixing frame in the step S3 is solidified, the fixing frame is disassembled, and the first base and the second base are moved to complete the form removal;
the first base and the second base are correspondingly arranged, connecting plates with inclined structures are symmetrically and fixedly arranged between the first base and the second base, the first base and the second base are connected through the connecting plate and then arranged in a ladder shape, the top parts of the first base and the second base are inserted with lifting platforms, both ends of the lifting platform are provided with sliding grooves, a cross bar is inserted in the lifting platform, two ends of the cross bar penetrate through the lifting platform and the sliding groove and are fixedly provided with movable plates with inclined structures, the movable plates are arranged in pairs correspondingly, telescopic rods are fixedly arranged between the two correspondingly arranged movable plates, fixing plates with inclined structures are fixedly arranged between the two symmetrically arranged movable plates, the fixing frame is inserted between the fixing plates, and two ends of the fixing frame are fixedly arranged on the fixing plates respectively;
the fixing frame is composed of transverse plates, vertical plates and connecting rods, wherein two ends of one side of each transverse plate are hinged with inserting rods, the vertical plates are inserted between the transverse plates and symmetrically arranged, two ends of each vertical plate are provided with slots, sliding rods are slidably arranged in the slots, and one ends of the inserting rods, far away from the transverse plates, are inserted in the slots and are hinged with one ends of the sliding rods;
the connecting rod all insert and establish between the diaphragm and with the riser sets up side by side, the equal symmetrical fixed mounting in both ends of connecting rod has the spring telescopic link, the spring telescopic link is kept away from the equal fixed mounting in one end of connecting rod is in on the diaphragm, the equal symmetrical fixed mounting in bottom of connecting rod has a plurality of pivots, it does not articulate to have a baffle and No. two baffles to equally divide in the pivot.
As a preferred technical scheme, the first baffle is of an arc structure, and the second baffle is of a straight plate structure.
As a preferred technical scheme of the invention, a plurality of first through holes are symmetrically formed in the transverse plate and the vertical plate, the first through holes penetrate through the transverse plate and the vertical plate, first fixing piles are inserted into the first through holes, and the first fixing piles penetrate through the first through holes and are inserted into the ground.
As a preferred technical scheme of the invention, a plurality of second through holes are symmetrically formed in the connecting rod, a plurality of third through holes are symmetrically formed in the first baffle, a plurality of fourth through holes are symmetrically formed in the second baffle, the fourth through holes correspond to the second through holes, second fixing piles are inserted into the second through holes, the second fixing piles penetrate through the second through holes and the third through holes and are inserted into the ground, third fixing piles are inserted into the third through holes, and the third fixing piles penetrate through the third through holes and are inserted into the ground.
As a preferred technical scheme of the invention, the connecting plates are fixedly provided with the first hydraulic cylinders, and the output ends of the first hydraulic cylinders are respectively and fixedly arranged on the vertical plate.
As a preferable technical scheme of the invention, a second hydraulic cylinder is fixedly arranged in the first base and the second base, the second hydraulic cylinder is obliquely arranged, and the output ends of the two second hydraulic cylinders respectively penetrate through the first base and the second base and are fixedly arranged at the bottom of the lifting platform.
As a preferable technical scheme of the invention, three hydraulic cylinders are fixedly arranged in the lifting platform, and the output ends of the three hydraulic cylinders are fixedly arranged on the cross rod.
The invention has the beneficial effects that:
1. the invention can rapidly install and disassemble the mould, greatly improves the construction progress of the revetment, simultaneously improves the installation precision of the mould and avoids the foundation deflection caused by improper mould installation.
2. The mounting table is designed, the movable plates can be driven to be separated from each other through the mounting table, meanwhile, the transverse plate on the fixing frame is driven to be separated from the vertical plate through the fixing plate, the fixing frame can be rapidly demolded, the fixing frame after demolding can be driven to be lifted through the lifting of the mounting table, the fixing frame can be moved under the driving of the first base and the second base, and the mounting table is convenient to mount and dismount.
3. The fixing frame is designed, the slope protection can be quickly poured through the fixing frame, the construction progress of the slope protection is improved, the transverse plates and the vertical plates can be driven to be quickly installed and separated through the inserting rods and the sliding rods, the first baffle and the second baffle can be driven to be opened and closed through the rotating shaft, the mold removing speed is greatly increased, meanwhile, the mold precision can be improved through the modularized fixing frame, and deviation caused by manual construction is avoided.
Drawings
The invention is further illustrated with reference to the following figures and examples.
FIG. 1 is a schematic process flow diagram of the present invention;
FIG. 2 is a schematic front view of the present invention;
FIG. 3 is a partial cross-sectional structural schematic view of the connecting rod of the present invention;
FIG. 4 is a schematic view in partial cross-section of a riser of the present invention;
FIG. 5 is a schematic view of the second embodiment of the present invention;
fig. 6 is a schematic sectional view of the elevating platform of the present invention.
Detailed Description
In order to make the technical means, the creation characteristics, the achievement purposes and the effects of the invention easy to understand, the invention is further explained below by combining the specific drawings. It should be noted that the embodiments and features of the embodiments in the present application may be combined with each other without conflict.
As shown in fig. 1 to 6, a construction method for slope protection engineering for water and soil erosion integrated treatment uses a slope protection construction device, which includes a first base 1, a second base 2 and a fixing frame 3, and the concrete method for slope protection engineering construction using the slope protection construction device is as follows:
s1, equipment checking: before the slope protection construction device is started to carry out slope protection project construction, the operation of equipment is checked;
s2, fixing a base: the first base 1 and the second base 2 in the slope protection construction and construction device which is inspected in the step S1 are moved to the designated position synchronously and then fixed;
s3, fixing the template: fixing the fixing frame 3 on the slope protection after the first base 1 and the second base 2 in the S2 are fixed, and performing cement pouring;
s4, removing the template: after the cement poured into the fixing frame 3 in the step S3 is solidified, the fixing frame 3 is removed, and the first base 1 and the second base 2 are moved to complete form removal;
base 1 and No. 2 are for corresponding the setting, and symmetry fixed mounting has the connecting plate 11 of slope structure between base 1 and No. 2, and base 1 and No. 2 are the echelonment setting through being connected back of connecting plate 11, and base 1 and No. 2 are used for fixing subaerial, and connecting plate 11 is used for connecting into a whole with base 1 and No. 2, makes things convenient for synchronous motion and fixed, and the echelonment setting can the bank protection of laminating more.
Base 1 and No. 2, the top is all inserted and is equipped with elevating platform 12, spout 13 has all been seted up at the both ends of elevating platform 12, horizontal pole 14 has all been inserted in elevating platform 12, elevating platform 12 and spout 13 and fixed mounting have the fly leaf 15 of slope structure all run through at the both ends of horizontal pole 14, fly leaf 15 is two liang of settings that correspond, equal fixed mounting has telescopic link 16 between two fly leaves 15 that correspond the setting, equal fixed mounting has the fixed plate 17 of slope structure between the fly leaf 15 that two symmetries set up, mount 3 is inserted and is established between fixed plate 17, the both ends of mount 3 are fixed mounting respectively on fixed plate 17, elevating platform 12 is used for installing horizontal pole 14, spout 13 is used for the slip of horizontal pole 14, horizontal pole 14 drives fly leaf 15 through the removal and removes, cooperation telescopic link 16 can realize opening and shutting of fly leaf 15, fixed plate 17 is.
Equal fixed mounting has No. three pneumatic cylinders 5 in the elevating platform 12, and the equal fixed mounting of the output of No. three pneumatic cylinders 5 is on horizontal pole 14, and No. three pneumatic cylinders 5 move through flexible drive horizontal pole 14.
Equal fixed mounting has No. two pneumatic cylinders 21 in base 1 and No. two bases 2, and No. two pneumatic cylinders 21 are the slope setting, and No. 1 and No. 2 fixed mounting of base are run through respectively in the bottom of elevating platform 12 to the output of two pneumatic cylinders 21, and No. two pneumatic cylinders 21 go up and down through flexible drive elevating platform 12, can drive mount 3 and break away from the bank protection after pouring the shaping.
Mount 3 is by diaphragm 31, riser 32 and connecting rod 33 are constituteed, one side both ends of diaphragm 31 all articulate there is inserted bar 311, riser 32 is inserted and is established between diaphragm 31 and the symmetry sets up, slot 321 has all been seted up at riser 32's both ends, equal slidable mounting has slide bar 322 in the slot 321, the one end that diaphragm 31 was kept away from to inserted bar 311 all inserts and is established in slot 321 and all articulated mutually with the one end of slide bar 322, mount 3 is used for fixing subaerial, a role for playing the template, conveniently carry out pouring of bank protection, inserted bar 311 cooperation slide bar 322 is used for inserting and establishes slot 321, can drive diaphragm 31 and riser 32 fixed connection, after pouring the shaping, diaphragm 31 can take inserted bar 311 away from slot 321 under fly leaf 15 and fixed plate 17's drive, can realize diaphragm 31's form removal simultaneously.
Equal fixed mounting has a pneumatic cylinder 4 on connecting plate 11, and two pneumatic cylinders 4's output difference fixed mounting is on riser 32, and a pneumatic cylinder 4 is used for driving riser 32 and removes, takes away from slot 321 back when inserted bar 311, through the shrink of a pneumatic cylinder 4, can drive riser 32 and remove, can realize riser 32's drawing of patterns.
Connecting rod 33 all inserts and establishes between diaphragm 31 and set up side by side with riser 32, the equal symmetry fixed mounting in both ends of connecting rod 33 has spring telescopic link 331, the equal fixed mounting in diaphragm 31 of one end that connecting rod 33 was kept away from to spring telescopic link 331, the equal symmetry fixed mounting in bottom of connecting rod 33 has a plurality of pivots 332, it has a baffle 333 and No. two baffles 334 to equally divide on the pivot 332 respectively to articulate, spring telescopic link 331 is used for connecting rod 33's connection, can cooperate the flexible removal of diaphragm 31 simultaneously, connecting rod 33 is used for connecting pivot 332, pivot 332 is used for connecting a baffle 333 and No. two baffles 334, the pouring that can realize the bank protection fretwork department that opens and shuts each other of baffle 333 and No. two baffles 334, conveniently tear open and shut the mould simultaneously.
The first baffle 333 is of an arc structure, and the second baffle 334 is of a straight plate structure.
A plurality of through holes 312 have all been seted up to the symmetry on diaphragm 31 and the riser 32, and a through hole 312 all runs through diaphragm 31 and riser 32, all inserts in a through hole 312 and is equipped with a spud pile 313, and a spud pile 313 all runs through a through hole 312 and inserts ground, and a spud pile 313 cooperates a through hole 312 and is used for fixing diaphragm 31 and riser 32 subaerial, produces the removal when avoiding pouring.
A plurality of No. two through-holes 335 have all been seted up to the symmetry on connecting rod 33, a plurality of No. three through-holes 336 have all been seted up to the equal symmetry of baffle 333, a plurality of No. four through-holes 337 have all been seted up to the equal symmetry on No. two baffle 334, No. four through-holes 337 all correspond with No. two through-holes 335, all insert in No. two through-holes 335 and No. three through-holes 336 and insert ground, all insert in No. three through-holes 336 and be equipped with No. three spud pile 339, No. three spud pile 339 all runs through No. three through-holes 336 and inserts ground, No. two through-holes 335 cooperation No. four through-holes 337 are used for inserting and establish No. two spud piles 338, can fix it subaerial after No. two baffle 334 are closed, No. three spud pile 339 cooperation No. three through-holes 336 are used for fixing it on ground after baffle 333 is closed, avoid No. one baffle 333.
When in use:
moving the first base 1 and the second base 2 to the designated positions and then fixing, inserting the first fixing pile 313, the second fixing pile 338 and the third fixing pile 339 into the ground, fixing the transverse plate 31, the vertical plate 32, the connecting rod 33, the first baffle 333 and the second baffle 334, and pouring after fixing;
after pouring forming, the first fixing pile 313, the second fixing pile 338 and the third fixing pile 339 are pulled out, the first baffle 333 and the second baffle 334 are firstly opened, the first baffle 333 and the second baffle 334 are separated from the poured protection slope, demoulding is realized, the third hydraulic cylinder 5 is operated to drive the cross rod 14 to move, the movable plate 15 and the fixed plate 17 are driven to move synchronously, the transverse plate 31 is driven to move, demoulding is realized, the first hydraulic cylinder 4 is operated to contract to drive the vertical plate 32 to move, demoulding is realized, finally the second hydraulic cylinder 21 is operated to push the lifting platform 12 to ascend, the movable plate 15 and the fixed frame 3 are driven to ascend, the protection slope is separated from the formed protection slope, and the first base 1 and the second base 2 are operated to move out of the protection slope position after pouring forming.
The foregoing illustrates and describes the principles, general features, and advantages of the present invention. It will be understood by those skilled in the art that the present invention is not limited to the embodiments described above, which are given by way of illustration of the principles of the present invention, and that various changes and modifications may be made without departing from the spirit and scope of the invention as defined by the appended claims. The scope of the invention is defined by the appended claims and equivalents thereof.

Claims (7)

1. The utility model provides a construction method is built to comprehensive improvement bank protection engineering of soil erosion and water loss, it has used a bank protection to build construction equipment, and this bank protection is built construction equipment and is included a base (1), No. two bases (2) and mount (3), its characterized in that: the concrete method for slope protection engineering construction by adopting the slope protection construction device is as follows:
s1, equipment checking: before the slope protection construction device is started to carry out slope protection project construction, the operation of equipment is checked;
s2, fixing a base: operating the first base (1) and the second base (2) in the slope protection construction and construction device which is checked in the step S1 to synchronously move to the designated positions and then fix the bases;
s3, fixing the template: fixing the fixing frame (3) on the slope protection after the first base (1) and the second base (2) in the S2 are fixed, and performing cement pouring;
s4, removing the template: after the cement poured in the fixing frame (3) in the step S3 is solidified, the fixing frame (3) is disassembled, and the first base (1) and the second base (2) are moved to complete the form removal;
the first base (1) and the second base (2) are arranged correspondingly, connecting plates (11) with inclined structures are symmetrically and fixedly arranged between the first base (1) and the second base (2), the first base (1) and the second base (2) are arranged in a ladder shape after being connected through the connecting plates (11), lifting platforms (12) are inserted into the tops of the first base (1) and the second base (2), sliding grooves (13) are formed in the two ends of each lifting platform (12), cross rods (14) are inserted into the lifting platforms (12), two ends of each cross rod (14) penetrate through the lifting platforms (12) and the sliding grooves (13) and are fixedly provided with movable plates (15) with inclined structures, the movable plates (15) are arranged correspondingly in pairs, and telescopic rods (16) are fixedly arranged between the movable plates (15) which are arranged correspondingly, fixed plates (17) with inclined structures are fixedly arranged between the two symmetrically arranged movable plates (15), the fixed frame (3) is inserted between the fixed plates (17), and two ends of the fixed frame (3) are respectively and fixedly arranged on the fixed plates (17);
the fixing frame (3) is composed of transverse plates (31), vertical plates (32) and connecting rods (33), wherein inserting rods (311) are hinged to two ends of one side of each transverse plate (31), the vertical plates (32) are inserted between the transverse plates (31) and symmetrically arranged, slots (321) are formed in two ends of each vertical plate (32), sliding rods (322) are installed in the slots (321) in a sliding mode, and one ends, far away from the transverse plates (31), of the inserting rods (311) are inserted into the slots (321) and hinged to one ends of the sliding rods (322);
connecting rod (33) all insert and establish between diaphragm (31) and with riser (32) set up side by side, the equal symmetrical fixed mounting in both ends of connecting rod (33) has spring telescopic link (331), spring telescopic link (331) are kept away from the equal fixed mounting in one end of connecting rod (33) is in on diaphragm (31), the equal symmetrical fixed mounting in bottom of connecting rod (33) has a plurality of pivots (332), it does not articulate No. one baffle (333) and No. two baffles (334) to divide equally in pivot (332).
2. The construction method of the water and soil loss comprehensive treatment slope protection project according to claim 1, which is characterized in that: the first baffle (333) is of an arc structure, and the second baffle (334) is of a straight plate structure.
3. The construction method of the water and soil loss comprehensive treatment slope protection project according to claim 1, which is characterized in that: diaphragm (31) with equal symmetry has seted up a plurality of through-holes (312) on riser (32), a through-hole (312) all runs through diaphragm (31) with riser (32), all insert in a through-hole (312) and be equipped with a spud pile (313), spud pile (313) all run through a through-hole (312) inserts ground.
4. The construction method of the water and soil loss comprehensive treatment slope protection project according to claim 1, which is characterized in that: connecting rod (33) on equal symmetry seted up a plurality of No. two through-holes (335), a plurality of No. three through-holes (336) have been seted up to baffle (333) equal symmetry, a plurality of No. four through-holes (337) have been seted up to equal symmetry on No. two baffle (334), No. four through-holes (337) all with No. two through-holes (335) are corresponding, all insert in No. two through-holes (335) and be equipped with No. two spud pile (338), No. two spud pile (338) all run through No. two through-holes (335) with No. three through-holes (336) insert ground, all insert in No. three through-holes (336) and be equipped with No. three spud pile (339), No. three spud pile (339) all run through No. three through-holes (336) insert ground.
5. The construction method of the water and soil loss comprehensive treatment slope protection project according to claim 1, which is characterized in that: connecting plate (11) on equal fixed mounting have a pneumatic cylinder (4), two the output of a pneumatic cylinder (4) is fixed mounting respectively on riser (32).
6. The construction method of the water and soil loss comprehensive treatment slope protection project according to claim 1, which is characterized in that: base (1) with equal fixed mounting has No. two pneumatic cylinders (21) in No. two base (2), No. two pneumatic cylinders (21) are the slope setting, two the output of No. two pneumatic cylinders (21) runs through respectively base (1) with No. two base (2) fixed mounting be in the bottom of elevating platform (12).
7. The construction method of the water and soil loss comprehensive treatment slope protection project according to claim 1, which is characterized in that: elevating platform (12) in all fixed mounting have No. three pneumatic cylinders (5), the equal fixed mounting of output of No. three pneumatic cylinder (5) on horizontal pole (14).
CN202010961747.9A 2020-09-14 2020-09-14 Construction method for slope protection engineering for comprehensive water and soil loss treatment Active CN112095635B (en)

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CN112095635B CN112095635B (en) 2021-04-09

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Citations (11)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN205296187U (en) * 2016-01-13 2016-06-08 孙四满 Prevent highway side slope landslide device
CN206570822U (en) * 2017-03-02 2017-10-20 福建省水利水电科学研究院 A kind of slope retaining structure being applied in Mud Ground
CN209293041U (en) * 2018-11-13 2019-08-23 浙江亿达建设有限公司 A kind of construction foundation pit protection prefabricated component
CN110387893A (en) * 2019-08-02 2019-10-29 水利部牧区水利科学研究所 A kind of prevention soil and water loss slope protection device
CN209555951U (en) * 2019-01-13 2019-10-29 任文磊 A kind of civil engineering slopes ruggedized construction
CN210298704U (en) * 2019-07-24 2020-04-14 深圳市鹏城林业调查规划院有限公司 Mountain slope ecological restoration system
CN111005394A (en) * 2019-12-31 2020-04-14 陇东学院 Protection reinforced structure is administered to loess side slope
CN210341952U (en) * 2019-08-07 2020-04-17 厦门能巧堂建筑工程有限公司 Slope protection device for preventing water and soil loss
CN111074845A (en) * 2019-12-26 2020-04-28 宣城久悠谷电子科技有限公司 A bank protection brick places machine for administering river course soil erosion and water loss
CN210439312U (en) * 2019-07-29 2020-05-01 惠州市鸿泰建筑工程有限公司 Side slope building structure
CN111270649A (en) * 2020-01-29 2020-06-12 刘彦 Slope protection construction all-in-one machine

Patent Citations (11)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN205296187U (en) * 2016-01-13 2016-06-08 孙四满 Prevent highway side slope landslide device
CN206570822U (en) * 2017-03-02 2017-10-20 福建省水利水电科学研究院 A kind of slope retaining structure being applied in Mud Ground
CN209293041U (en) * 2018-11-13 2019-08-23 浙江亿达建设有限公司 A kind of construction foundation pit protection prefabricated component
CN209555951U (en) * 2019-01-13 2019-10-29 任文磊 A kind of civil engineering slopes ruggedized construction
CN210298704U (en) * 2019-07-24 2020-04-14 深圳市鹏城林业调查规划院有限公司 Mountain slope ecological restoration system
CN210439312U (en) * 2019-07-29 2020-05-01 惠州市鸿泰建筑工程有限公司 Side slope building structure
CN110387893A (en) * 2019-08-02 2019-10-29 水利部牧区水利科学研究所 A kind of prevention soil and water loss slope protection device
CN210341952U (en) * 2019-08-07 2020-04-17 厦门能巧堂建筑工程有限公司 Slope protection device for preventing water and soil loss
CN111074845A (en) * 2019-12-26 2020-04-28 宣城久悠谷电子科技有限公司 A bank protection brick places machine for administering river course soil erosion and water loss
CN111005394A (en) * 2019-12-31 2020-04-14 陇东学院 Protection reinforced structure is administered to loess side slope
CN111270649A (en) * 2020-01-29 2020-06-12 刘彦 Slope protection construction all-in-one machine

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