CN111877373A - Slope reinforcing apparatus for building municipal works - Google Patents
Slope reinforcing apparatus for building municipal works Download PDFInfo
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- CN111877373A CN111877373A CN202010740401.6A CN202010740401A CN111877373A CN 111877373 A CN111877373 A CN 111877373A CN 202010740401 A CN202010740401 A CN 202010740401A CN 111877373 A CN111877373 A CN 111877373A
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- reinforcing
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- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D17/00—Excavations; Bordering of excavations; Making embankments
- E02D17/20—Securing of slopes or inclines
- E02D17/207—Securing of slopes or inclines with means incorporating sheet piles or piles
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- A—HUMAN NECESSITIES
- A01—AGRICULTURE; FORESTRY; ANIMAL HUSBANDRY; HUNTING; TRAPPING; FISHING
- A01G—HORTICULTURE; CULTIVATION OF VEGETABLES, FLOWERS, RICE, FRUIT, VINES, HOPS OR SEAWEED; FORESTRY; WATERING
- A01G20/00—Cultivation of turf, lawn or the like; Apparatus or methods therefor
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- A—HUMAN NECESSITIES
- A01—AGRICULTURE; FORESTRY; ANIMAL HUSBANDRY; HUNTING; TRAPPING; FISHING
- A01G—HORTICULTURE; CULTIVATION OF VEGETABLES, FLOWERS, RICE, FRUIT, VINES, HOPS OR SEAWEED; FORESTRY; WATERING
- A01G9/00—Cultivation in receptacles, forcing-frames or greenhouses; Edging for beds, lawn or the like
- A01G9/02—Receptacles, e.g. flower-pots or boxes; Glasses for cultivating flowers
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- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D5/00—Bulkheads, piles, or other structural elements specially adapted to foundation engineering
- E02D5/74—Means for anchoring structural elements or bulkheads
- E02D5/76—Anchorings for bulkheads or sections thereof in as much as specially adapted therefor
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- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D2250/00—Production methods
- E02D2250/0046—Production methods using prestressing techniques
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- Engineering & Computer Science (AREA)
- Life Sciences & Earth Sciences (AREA)
- Structural Engineering (AREA)
- Mining & Mineral Resources (AREA)
- General Life Sciences & Earth Sciences (AREA)
- Paleontology (AREA)
- Civil Engineering (AREA)
- General Engineering & Computer Science (AREA)
- Environmental Sciences (AREA)
- Pit Excavations, Shoring, Fill Or Stabilisation Of Slopes (AREA)
Abstract
The invention relates to the technical field of side slope reinforcement, in particular to a side slope reinforcement device for building municipal engineering. The invention has the following effects: stabilize the side slope through the side slope back up coat, improve the steadiness of side slope, it inserts and locates in the side slope to consolidate the stirring stake, the wholeness of broken side slope soil body has been promoted, improve slope body wholeness and stability, it improves the structural strength who consolidates the pouring pile to set up reinforcing bar in consolidating the pouring stake, the cooperation of reinforcing beam and reinforcing bar makes the side slope back up coat laminate with the side slope more steadily, this side slope reinforcing apparatus for building municipal works simple structure, it is obvious to consolidate the effect, the construction of being convenient for.
Description
Technical Field
The invention relates to the technical field of slope reinforcement, in particular to a slope reinforcement device for building municipal engineering.
Background
Slope reinforcement refers to a measure for improving the stability of a strip mine slope, and the stability of the slope is improved by arranging slope angle retaining walls under slope angles of a slope crushing zone, arranging anti-slide piles on a local crushing zone or the slope and grouting rock strata with open joints and cracks.
Chinese patent No. CN106013186B discloses a slope reinforcement device for construction and municipal engineering, which comprises a hollow long and straight cylinder, wherein the outer wall of the cylinder is provided with external threads, a bearing is fixed at the upper position in the cylinder, a guide rod is arranged in the bearing in an interference manner, the guide rod and the cylinder are positioned on the same axis, a spiral part is arranged below the guide rod, gear insertion rods are arranged at two sides of the cylinder, each gear insertion rod comprises a gear end and an insertion rod end which are connected, the gear ends are rotatably arranged on the cylinder, a part of the gear ends are positioned in the cylinder and are engaged with the spiral part of the guide rod, a gap part is arranged on the side wall below the cylinder, the gap part is used for accommodating the end of the insertion rod, a plurality of reinforcing blocks are connected to the outer wall of the cylinder in a threaded manner, the reinforcing blocks are connected by flange blocks, and annular grooves are arranged at intervals along the axial direction are arranged on the outer side wall of the reinforcing blocks, the flange block is screwed into the outer side wall of the barrel through threads, and the upper end face and the lower end face of the flange block are respectively connected with the reinforcing block through screws; the cross beam is provided with a through hole part and is arranged on the cylinder body through the through hole part, the cross beam is laid on the surface soil body of the side slope, an anchor ingot is sleeved on the upper part of the cylinder body and is embedded with the through hole part of the cross beam, the cylinder body is sleeved with a spring and is screwed into a pressing plate, the pressing plate is screwed downwards so that the spring has downward pressing force on the anchor ingot, the lower end of the cylinder body is provided with a sharp sleeve, a limiting ring is arranged on the outer side wall of the cylinder body above the gap part, and the upper end of the guide rod is provided with a detachable handle.
During the use, prepare in advance and be equipped with the device of barrel, guide arm, gear inserted bar, reinforcing block, flange piece interval installation, reinforcing block installs in the centre of two flange pieces, plays the connection effect, and first and last reinforcing block all are reinforcing block, and the reinforcing block of below is spacing by the spacing ring. The device comprises a gear inserted rod, a guide rod, a spring, a pressing plate and a handle, wherein the inserted rod end of the gear inserted rod is accommodated in a gap part of a cylinder body through the rotating handle, then a proper hole is vertically punched in a side slope, the device is placed into the hole, then a guide rod rotates through the rotation of the handle, the inserted rod end of the gear inserted rod is in a horizontal shape, then concrete mortar is poured into the hole, a cross beam is placed into the cylinder body, the cross beam is laid on a surface soil body of the side slope, an anchor block is sleeved on the upper part of the cylinder body and is embedded with a through hole part of the cross beam, the cylinder body is sleeved with the spring and is screwed into the pressing plate, and the pressing plate is screwed downwards to enable the spring.
This side slope reinforcing apparatus for building municipal works combines improvement stability mutually through deployable gear inserted bar and downthehole concrete mortar, however in the in-service use process, the gear leads to the card to die because the grit that drops into in the sleeve easily, perhaps the hole of beating into perpendicularly in the side slope is because the aperture mismatches, leads to the inserted bar end of gear inserted bar to open completely, consequently there is a great deal of inconvenience in this side slope reinforcing apparatus for building municipal works in the in-service use process, improved space in addition.
Disclosure of Invention
Aiming at the defects in the prior art, the invention aims to provide a slope reinforcement device for building municipal engineering, which is used for solving the problems.
The above object of the present invention is achieved by the following technical solutions:
the utility model provides a side slope reinforcing apparatus for building municipal works, includes the side slope back coat, side slope back coat and side slope laminating, the side slope back coat is towards a plurality of reinforcements of one side fixedly connected with of side slope and is watered the stake, the side slope back coat is kept away from the reinforcement is watered consequently of stake and is provided with the reinforcing beam, the reinforcement is watered and is pre-buried in the stake has reinforcing bar, and the reinforcing bar that is located the reinforcing beam position runs through to the reinforcing beam in.
Through adopting the above-mentioned technical scheme, when using this side slope reinforcing apparatus for building municipal works, stabilize the side slope through the side slope back coat, improve the steadiness of side slope, consolidate the stirring stake and insert and locate in the side slope, promote the wholeness to broken side slope soil body, and then reach the purpose that improves slope body wholeness and stability, set up reinforcing bar in consolidating and pour the stake and improve the structural strength who consolidates and water the stake, mainly promoted the reinforcement and watered the tensile strength who builds the stake, the shear strength who builds the stake has been strengthened to a certain extent to the reinforcement, the cooperation of reinforcing beam and reinforcing bar makes the side slope back coat laminate with the side slope more steadily, to sum up, this side slope reinforcing apparatus for building municipal works simple structure, it is obvious to consolidate the effect, be convenient for the construction.
The invention is further configured to: the reinforcing beam is positioned in the middle of the height of the slope reinforcing layer in the vertical direction, and the axis of the reinforcing beam is parallel to the horizontal plane.
Through adopting above-mentioned technical scheme, the reinforcing beam is located the middle part of side slope reinforcement layer along vertical direction height, and firm effect is better than other positions.
The invention is further configured to: the side slope back up coat both sides fixedly connected with reinforcing block, reinforcing block is located the position of reinforcing beam is opened and is dodged the groove, the reinforcing beam runs through dodge the groove.
Through adopting above-mentioned technical scheme, the reinforcement piece carries out spacing firm to the reinforcing beam, guarantees the stability of reinforcing beam.
The invention is further configured to: and a plurality of planting grooves are formed in the side slope reinforcing layer at intervals.
By adopting the technical scheme, the planting tank is used for planting green plants, and the cohesion between the plant root systems and the soil is enhanced and the erosion resistance of the soil is enhanced through the net bag effect or the anchoring effect between the plant root systems, so that the soil causes the scouring of surface runoff and the water and soil loss is reduced; meanwhile, the tree crowns with luxuriant branches and leaves can effectively prevent raindrops from directly splashing on the ground surface, secondary rainfall is formed in the forest, and therefore the ground surface soil is effectively prevented from being splashed and corroded.
The invention is further configured to: the reinforcing steel bars in the reinforcing pouring pile are arranged into a plurality of reinforcing steel bars which are uniformly distributed at intervals in a circular ring shape.
Through adopting above-mentioned technical scheme, set up many reinforcing bars, improve and consolidate the structural strength who waters the stake, reinforcing bar is the even interval distribution of ring form simultaneously for stress is difficult for concentrating on a reinforcing bar, has promoted to consolidate the wholeness of watering the stake.
The invention is further configured to: the reinforced pouring pile is provided with a prestressed anchor cable in a penetrating mode, and the axis of the prestressed anchor cable is overlapped with the axis of the reinforced pouring pile.
By adopting the technical scheme, the prestressed anchor cable has a good reinforcing effect on the side slope with a higher side slope and a deeper potential fracture surface position of a slope body, the stress of the prestressed anchor cable is reliable, the acting force can be uniformly distributed on the side slope to be reinforced, the adaptability to the terrain and geological conditions is strong, and the construction conditions are easy to meet; meanwhile, the prestressed anchor cable is actively stressed, blasting and excavation are not needed, disturbance and damage are not generated to the slope body, and the mechanical property of the slope body can be maintained unchanged; the construction speed is high.
The invention is further configured to: and a mudguard is arranged at the top of the slope reinforcing layer.
Through adopting above-mentioned technical scheme, set up the fender, the grit that reduces slope top department drops to the slope bottom under the effect of wind-force or other power, improves the security.
The invention is further configured to: the lower end face of the slope reinforcing layer is provided with a reinforcing portion, and the upper end face of the reinforcing portion is flush with the ground.
Through adopting above-mentioned technical scheme, through setting up reinforcing portion, support the side slope back up coat through reinforcing portion, improve the stability of side slope back up coat.
The invention is further configured to: the contact surface of the reinforcing part and the side slope reinforcing layer is a binding surface, and the width direction of the side slope reinforcing layer is perpendicular to the binding surface.
By adopting the technical scheme, the binding face is perpendicular to the width direction of the slope reinforcing layer, the acting force of the slope reinforcing layer on the reinforcing part is perpendicular to the binding face, namely, the slope reinforcing layer only has a compression force on the reinforcing part and does not have a shearing force of relative sliding, and the slope reinforcing layer and the reinforcing layer are not easy to relatively slide.
In summary, the invention includes at least one of the following beneficial technical effects:
according to the slope reinforcing device for the municipal construction engineering, a slope is stabilized through the slope reinforcing layer, the reinforcing stirring pile is inserted into the slope, the reinforcing steel bars are arranged in the reinforcing pouring pile to improve the structural strength of the reinforcing pouring pile, and the slope reinforcing layer is more stably attached to the slope through the cooperation of the reinforcing beams and the reinforcing steel bars, so that the reinforcing device is simple in structure, obvious in reinforcing effect and convenient to construct;
the slope reinforcement layer of the slope reinforcement device for the building municipal engineering is provided with planting grooves, so that water and soil loss is reduced by planting green plants, and greening is increased;
set up the fender at side slope reinforcement layer top, reduce the grit at slope top department and drop to the slope bottom under the effect of wind-force or other power, improve the security.
In conclusion, the slope reinforcing device for the building municipal engineering is simple in structure, obvious in reinforcing effect and convenient to construct; meanwhile, greening is added, and gravels at the top of the slope are not easy to fall to the bottom of the slope under the action of wind power or other forces, so that safety is improved.
Drawings
FIG. 1 is a schematic structural view of a slope reinforcement layer according to an embodiment of the present invention in a state of being attached to a slope;
FIG. 2 is a schematic overall structure diagram of an embodiment of the present invention;
fig. 3 is a partially enlarged schematic view of a portion a in fig. 1.
In the figure, 1, a slope reinforcing layer; 11. reinforcing and pouring the pile; 111. reinforcing steel bars; 112. a pre-stressed anchor cable; 12. reinforcing the beam; 13. a reinforcing block; 131. an avoidance groove; 14. planting grooves; 15. a fender; 16. a reinforcing part; 161. and (6) a binding surface.
Detailed Description
The present invention will be described in further detail with reference to the accompanying drawings.
Referring to fig. 1, the slope reinforcement device for the building municipal engineering disclosed by the invention comprises a slope reinforcement layer 1, wherein the slope reinforcement layer 1 is attached to a slope.
Referring to fig. 2 and 3, a plurality of reinforcing cast-in piles 11 are fixedly connected to one side of the slope reinforcing layer 1 facing the slope, reinforcing beams 12 are arranged on the side of the slope reinforcing layer 1 away from the reinforcing cast-in piles 11, reinforcing steel bars 111 are embedded in the reinforcing cast-in piles 11, and the reinforcing steel bars 111 at the position of the reinforcing beams 12 penetrate into the reinforcing beams 12. In this embodiment, the reinforcing layer is formed by concrete casting.
Referring to fig. 1 and 2, specifically, the reinforcing beam 12 is located in the middle of the slope reinforcement layer 1 along the vertical direction, the axis of the reinforcing beam 12 is parallel to the horizontal plane, and the reinforcing beam 12 is located in the middle of the slope reinforcement layer 1 along the vertical direction, so that the stabilizing effect is better than that of other positions.
Continuing to refer to fig. 1 and 2, for making reinforcing beam 12 structure more stable, further, side slope back up coat 1 both sides fixedly connected with reinforcing block 13, reinforcing block 13 is located the position of reinforcing beam 12 and is opened and has dodged groove 131, and reinforcing beam 12 runs through and dodges groove 131, and reinforcing block 13 narrows gradually towards both ends along dodging groove 131 and is two kinds of triangle-shaped shapes, and reinforcing block 13 is used for carrying out spacing firm with reinforcing beam 12, guarantees reinforcing beam 12's stability.
Referring to fig. 1 and 2, the slope reinforcement layer 1 is provided with a plurality of planting grooves 14 at intervals, in the illustrated example, the planting grooves 14 are square, the planting grooves 14 are used for planting green plants, the cohesion between the plant root systems and the soil is enhanced through the net bag effect or the anchoring effect between the plant root systems, the erosion resistance of the soil is enhanced, and therefore the soil causes the scouring of surface runoff and the water and soil loss is reduced; meanwhile, the tree crowns with luxuriant branches and leaves can effectively prevent raindrops from directly splashing on the ground surface, secondary rainfall is formed in the forest, and therefore the ground surface soil is effectively prevented from being splashed and corroded.
If the planted green plants are selected from gramineae plants such as perennial ryegrass, tall fescue, bermuda grass and the like, a steel mesh can be laid between the slope reinforcement layer 1 and the slope, and the green plants and the mesh of the steel mesh are planted to further enhance the stability of the slope.
With regard to the structure of the reinforcing mixing pile, the following is described in detail;
referring to fig. 2 and 3, the reinforcing and stirring piles are respectively located at four corners of the planting groove 14, and a plurality of reinforcing steel bars 111 are arranged in each reinforcing and pouring pile 11 and are uniformly distributed at intervals in a circular ring shape. Through setting up many reinforcing bars 111, improve and consolidate the structural strength who waters stake 11, reinforcing bar 111 is the even interval distribution of ring form simultaneously for stress is difficult for concentrating on a reinforcing bar, has promoted to consolidate and has watered 11 wholeness of stake. In the present embodiment, the number of the reinforcing bars 111 in each reinforcing cast-in-place pile 11 is six, which is only an exemplary illustration here, and the number of the reinforcing bars 111 is not limited, and the number of the reinforcing bars 111 is adjusted according to the soil condition during the actual construction process.
With specific reference to fig. 2, further, the reinforcing cast piles 11 at the top and the top of the side slope reinforcing layer 1 are provided with pre-stressed anchor cables 112 in a penetrating manner, the axes of the pre-stressed anchor cables 112 are overlapped with the axes of the reinforcing cast piles 11, the pre-stressed anchor cables 112 have a good reinforcing effect on side slopes with higher side slopes and deeper potential fracture surfaces of slopes, and meanwhile, the pre-stressed anchor cables 112 are reliable in stress, the acting force can be uniformly distributed on the side slopes to be reinforced, the adaptability to terrain and geological conditions is strong, and the construction conditions are easy to meet; meanwhile, the prestressed anchor cable 112 is actively stressed, blasting excavation is not needed, disturbance and damage are not generated to the slope body, and the mechanical property of the slope body can be maintained unchanged; the construction speed is high.
With continued reference to fig. 2, the prestressed anchorage cable 112 is inclined downwards away from the slope reinforcement layer 1, in the embodiment shown, the soil layer may be divided into, from top to bottom: the length of the powdery clay layer entering the sea-land interaction sedimentary layer of the prestressed anchor cable 112 positioned above is not less than 6m, and the length of the powdery clay layer entering the sea-land interaction sedimentary layer of the prestressed anchor cable 112 positioned below is not less than 9 m.
Referring to fig. 1 and 2, further, a mudguard 15 is arranged at the top of the slope reinforcement layer 1, the mudguard 15 can be embedded in the slope reinforcement layer 1 at the bottom in advance, or can be fixedly connected to the top of the slope reinforcement layer 1 through bolts, and by arranging the mudguard 15, sand and stones at the slope top can be reduced to fall to the slope bottom under the action of wind power or other forces, so that the safety of the slope bottom is improved.
The lower end surface of the slope reinforcing layer 1 is provided with a reinforcing part 16, and the upper end surface of the reinforcing part 16 is flush with the ground. In this embodiment, the reinforcing portion 16 is a concrete block, a casting pit is dug at the bottom of the slope, the reinforcing portion 16 is formed by casting, and the side slope reinforcing layer 1 is supported by the reinforcing portion 16 by casting the reinforcing portion 16, so as to improve the stability of the side slope reinforcing layer 1.
Referring to fig. 1 and 2, a contact surface of the reinforcing portion 16 with the slope reinforcing layer 1 is a joint surface 161, a width direction of the slope reinforcing layer 1 is perpendicular to the joint surface 161, the joint surface 161 is perpendicular to the width direction of the slope reinforcing layer 1, and an acting force of the slope reinforcing layer 1 on the reinforcing portion 16 is perpendicular to the joint surface 161, that is, the slope reinforcing layer 1 only has a pressing force on the reinforcing portion 16, and has no shearing force of relative sliding, so that the slope reinforcing layer 1 and the reinforcing layer are not easy to relatively slide.
The reinforcing part 16 and the slope reinforcing layer 1 can be connected through reinforcing steel bars, namely, reinforcing steel bars are inserted into the dug pouring holes in advance before the reinforcing part 16 is poured, the reinforcing steel bars are obliquely arranged, the length of the reinforcing steel bars is enough to penetrate through the outside of the reinforcing part 16, then the reinforcing part 16 is poured, and pouring of the slope reinforcing layer 1 is carried out after the reinforcing part 16 is solidified; when the slope reinforcing layer 1 is poured, the reinforcing steel bars are poured together, and then the connection between the slope reinforcing layer 1 and the reinforcing part 16 is realized.
The implementation principle of the embodiment is as follows:
when using this side slope reinforcing apparatus for building municipal works, stabilize the side slope through side slope back coat 1, improve the steadiness of side slope, it inserts and locates in the side slope to consolidate stirring stake, promote the wholeness to broken side slope soil body, and then reach the purpose that improves slope body wholeness and stability, set up reinforcing bar 111 in reinforcing pouring stake 11 and improve the structural strength who consolidates pouring stake 11, the main tensile strength who waters stake 11 that has promoted the reinforcement, the shear strength who waters stake 11 has been strengthened the reinforcement to a certain extent, the cooperation of reinforcing beam 12 and reinforcing bar 111 makes side slope back coat 1 laminate with the side slope more steadily, to sum up, this side slope reinforcing apparatus for building municipal works simple structure, the reinforcement effect is obvious, be convenient for the construction.
The embodiments of the present invention are preferred embodiments of the present invention, and the scope of the present invention is not limited by these embodiments, so: all equivalent changes made according to the structure, shape and principle of the invention are covered by the protection scope of the invention.
Claims (9)
1. The utility model provides a slope reinforcing apparatus for building municipal works which characterized in that: including side slope back coat (1), side slope back coat (1) and side slope laminating, side slope back coat (1) waters stake (11) towards a plurality of reinforcements of one side fixedly connected with of side slope, side slope back coat (1) is kept away from consolidate and water consequently of stake (11) and be provided with reinforcing beam (12), consolidate and water and pre-buried reinforcing bar (111) that have in stake (11), reinforcing bar (111) that are located reinforcing beam (12) position run through to reinforcing beam (12) in.
2. The slope reinforcement device for building municipal engineering according to claim 1, characterized in that: the reinforcing beam (12) is positioned in the middle of the height of the slope reinforcing layer (1) in the vertical direction, and the axis of the reinforcing beam (12) is parallel to the horizontal plane.
3. The slope reinforcement device for building and municipal engineering according to claim 2, wherein: side slope reinforcement layer (1) both sides fixedly connected with reinforcing block (13), reinforcing block (13) are located the position of reinforcing beam (12) is opened and is dodged groove (131), reinforcing beam (12) run through dodge groove (131).
4. The slope reinforcement device for building municipal engineering according to claim 1, characterized in that: the side slope reinforcement layer (1) is provided with a plurality of planting grooves (14) at intervals.
5. The slope reinforcement device for building municipal engineering according to claim 1, characterized in that: a plurality of reinforcing steel bars (111) in the reinforcing cast-in-place pile (11) are uniformly distributed at intervals in a circular ring shape.
6. The slope reinforcement device for building and municipal engineering according to claim 5, wherein: the reinforced casting pile (11) is provided with a prestressed anchor cable (112) in a penetrating mode, and the axis of the prestressed anchor cable (112) is overlapped with the axis of the reinforced casting pile (11).
7. The slope reinforcement device for building municipal engineering according to claim 1, characterized in that: and a mudguard (15) is arranged at the top of the slope reinforcing layer (1).
8. The slope reinforcement device for building and municipal engineering according to any one of claims 1 to 7, wherein: the lower end face of the side slope reinforcing layer (1) is provided with a reinforcing part (16), and the upper end face of the reinforcing part (16) is flush with the ground.
9. The slope reinforcement device for building and municipal engineering according to claim 8, wherein: the contact surface of the reinforcing part (16) and the slope reinforcing layer (1) is a binding surface (161), and the width direction of the slope reinforcing layer (1) is perpendicular to the binding surface (161).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202010740401.6A CN111877373A (en) | 2020-07-28 | 2020-07-28 | Slope reinforcing apparatus for building municipal works |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202010740401.6A CN111877373A (en) | 2020-07-28 | 2020-07-28 | Slope reinforcing apparatus for building municipal works |
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| Publication Number | Publication Date |
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| CN111877373A true CN111877373A (en) | 2020-11-03 |
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202010740401.6A Pending CN111877373A (en) | 2020-07-28 | 2020-07-28 | Slope reinforcing apparatus for building municipal works |
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Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
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| CN202969394U (en) * | 2012-10-22 | 2013-06-05 | 中国水电建设集团路桥工程有限公司 | Device for reinforcing protection structure |
| CN105064355A (en) * | 2015-07-28 | 2015-11-18 | 济南轨道交通集团有限公司 | Anchor rope composite pile structure as stand column of main structure and construction method of anchor rope composite pile structure |
| CN205088697U (en) * | 2015-11-13 | 2016-03-16 | 中国电建集团成都勘测设计研究院有限公司 | Garrulous rock matter slope reinforcement structure of loosing |
| CN207017299U (en) * | 2017-06-10 | 2018-02-16 | 中铁二院工程集团有限责任公司 | A kind of broken Rock And Soil cut slope flexible shoring ruggedized construction |
| CN208701711U (en) * | 2018-08-04 | 2019-04-05 | 广东佛山地质工程勘察院 | A kind of expressway slope reinforcement structure |
| CN110439006A (en) * | 2019-07-19 | 2019-11-12 | 深圳市惠深博越智慧建造科技有限公司 | A kind of municipal civil engineering side slope reinforcing apparatus of building |
-
2020
- 2020-07-28 CN CN202010740401.6A patent/CN111877373A/en active Pending
Patent Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN202969394U (en) * | 2012-10-22 | 2013-06-05 | 中国水电建设集团路桥工程有限公司 | Device for reinforcing protection structure |
| CN105064355A (en) * | 2015-07-28 | 2015-11-18 | 济南轨道交通集团有限公司 | Anchor rope composite pile structure as stand column of main structure and construction method of anchor rope composite pile structure |
| CN205088697U (en) * | 2015-11-13 | 2016-03-16 | 中国电建集团成都勘测设计研究院有限公司 | Garrulous rock matter slope reinforcement structure of loosing |
| CN207017299U (en) * | 2017-06-10 | 2018-02-16 | 中铁二院工程集团有限责任公司 | A kind of broken Rock And Soil cut slope flexible shoring ruggedized construction |
| CN208701711U (en) * | 2018-08-04 | 2019-04-05 | 广东佛山地质工程勘察院 | A kind of expressway slope reinforcement structure |
| CN110439006A (en) * | 2019-07-19 | 2019-11-12 | 深圳市惠深博越智慧建造科技有限公司 | A kind of municipal civil engineering side slope reinforcing apparatus of building |
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Application publication date: 20201103 |