CN112962629A - Rock-soil slope prevention and control landslide device for building construction and construction method thereof - Google Patents
Rock-soil slope prevention and control landslide device for building construction and construction method thereof Download PDFInfo
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- CN112962629A CN112962629A CN202110001359.0A CN202110001359A CN112962629A CN 112962629 A CN112962629 A CN 112962629A CN 202110001359 A CN202110001359 A CN 202110001359A CN 112962629 A CN112962629 A CN 112962629A
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- slope
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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
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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
- E02D17/202—Securing of slopes or inclines with flexible securing means
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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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- 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
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- Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
- Y02—TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
- Y02A—TECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE
- Y02A10/00—TECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE at coastal zones; at river basins
- Y02A10/23—Dune restoration or creation; Cliff stabilisation
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- Engineering & Computer Science (AREA)
- Mining & Mineral Resources (AREA)
- Structural Engineering (AREA)
- Life Sciences & Earth Sciences (AREA)
- General Life Sciences & Earth Sciences (AREA)
- Paleontology (AREA)
- Civil Engineering (AREA)
- General Engineering & Computer Science (AREA)
- Pit Excavations, Shoring, Fill Or Stabilisation Of Slopes (AREA)
Abstract
The invention discloses a rock-soil side slope prevention and control landslide device for building construction, which comprises limiting piles, steel wire ropes and side columns, wherein the steel wire ropes are mutually crossed to form a landslide prevention net surface, the crossed nodes of the steel wire ropes are detachably connected with the limiting piles through bolts, the two ends of each steel wire rope are detachably connected with the side columns through bolts, the limiting piles are fixed on an inclined slope surface of a rock-soil side slope, and the side columns are arranged at the bottom, the top and the two sides of the slope surface of the rock-soil side slope. According to the invention, the wire ropes are mutually crossed to form the landslide prevention net surface, the net surface nodes are detachably fixed through the limiting piles, and the periphery of the net surface is detachably fixed through the side columns, so that the device can be rapidly installed and is convenient to use.
Description
Technical Field
The invention relates to the technical field of slope anti-skidding, in particular to a rock-soil slope anti-control landslide device for building construction and a construction method thereof.
Background
When the building construction, can be under construction to the hillside when especially mountain region construction, need carry out safety protection to construction position and side slope on every side in the work progress, one in order to prevent that the soil property is not hard up and make the casualties that the falling of debris such as stone causes personnel when the construction, secondly set up antiskid on the side slope and can also effectual reduction environmental pollution for construction safety and environmental protection more.
Traditional side slope antiskid adopts the protection network cooperation spud pile to realize, through laying the protection network on the side slope, then fixed through the spud pile, traditional spud pile all adopts the solid pile, and fixed effect is not good, drops in the side slope ground easily, therefore the spud pile need guarantee to have enough length, but just so causes the big and inconvenient problem of installation of spud pile.
Disclosure of Invention
In order to solve the defects in the prior art, the invention aims to provide a rock-soil side slope prevention and control landslide device for building construction.
The purpose of the invention can be realized by the following technical scheme:
a rock-soil side slope prevention and control landslide device for building construction comprises limiting piles, steel wire ropes and side columns, wherein the steel wire ropes are mutually crossed to form a landslide prevention net surface, the crossed nodes of the steel wire ropes are detachably connected with the limiting piles through bolts, the two ends of each steel wire rope are detachably connected with the side columns through bolts, the limiting piles are fixed on an inclined slope surface of a rock-soil side slope, and the side columns are arranged at the bottom, the top and the two sides of the slope surface of the rock-soil side slope;
spacing stake is including the bolt, bolt one end fixed mounting conical head, and bolt other end fixed mounting mount pad, the inside chamber that holds that is equipped with of bolt, it runs through and is equipped with the lead screw to hold the intracavity, and the lead screw rotates with the bolt to be connected, a plurality of stop gear of lead screw fixed surface installation, stop gear and lead screw thread fit, and the bolt lateral wall corresponds stop gear department and has seted up a plurality of spacing holes, and the bolt is close to mount pad one end outer wall fixed mounting annular otic placode.
Further preferably, a driving hole is formed in the mounting seat corresponding to the screw rod, and the hexagonal boss is fixed at the end part of one end, close to the mounting seat, of the screw rod.
Further preferably, the top of the mounting seat is detachably provided with an end cover through a bolt, and the bottom of the end cover is provided with a cross clamping groove matched with the steel wire rope.
Further preferably, stop gear is including solid fixed ring, gu fixed ring and lead screw thread fit, gu a plurality of gag lever posts of fixed ring outer wall fixed mounting, the gag lever post is the annular array setting, gag lever post one end is articulated with solid fixed ring outer wall, and the gag lever post other end runs through spacing hole, and the gag lever post outer wall is equipped with the spout, spacing hole lateral wall fixed mounting slide bar, slide bar and spout cooperation.
Further preferably, the side column comprises a side column body, a plurality of anti-skid bolts are fixedly mounted at the bottom of the side column body, the cover plate is detachably mounted at the top of the side column body through bolts, and the clamping teeth are arranged at the top of the side column body and the bottom of the cover plate.
A construction method of a rock-soil slope prevention and control landslide device for building construction specifically comprises the following steps:
s1, fixing the limiting piles on the inclined slope surface of the rock-soil slope at equal intervals through a piling mechanism, inserting an inner hexagonal socket wrench into the driving hole to be clamped with the hexagonal boss, rotating the screw rod through the inner hexagonal socket wrench, moving the fixing ring along the screw rod when the screw rod rotates, and accordingly pushing the limiting rod to rotate, wherein the limiting rod extends out of the limiting hole and is prevented from falling off from the rock-soil slope;
s2, transversely and longitudinally crossing a plurality of steel wire ropes on the inclined slope surface of the rock-soil slope, and fixing the crossing parts of the steel wire ropes with the mounting seats through end covers;
s3, arranging side columns at the bottom, the top and two sides of the slope of the rock-soil slope, and inserting the anti-skid bolts at the bottom of the side columns into the rock-soil slope;
and S4, respectively penetrating the two ends of the transverse steel wire rope through the side columns on the two sides of the slope surface, respectively penetrating the two ends of the longitudinal steel wire rope through the side columns at the bottom and the top of the slope surface, clamping the end parts of the steel wire rope through the side column bodies and the cover plates, and fixing the steel wire rope through bolts.
The invention has the beneficial effects that:
the rock-soil side slope prevention and control landslide device for building construction is convenient to use, and can be quickly installed by forming the landslide prevention net surface through the mutual intersection of the steel wire ropes, detachably fixing the net surface nodes through the limiting piles and detachably fixing the periphery of the net surface through the side columns. Wherein spacing stake inside is equipped with stop gear, through the solid fixed ring of lead screw drive removal to promote the gag lever post and stretch out by spacing hole, can provide powerful limiting displacement for the bolt, prevent that spacing stake from droing in by the ground.
Drawings
In order to more clearly illustrate the embodiments or technical solutions in the prior art of the present invention, the drawings used in the description of the embodiments or prior art will be briefly described below, and it is obvious for those skilled in the art that other drawings can be obtained based on these drawings without creative efforts.
FIG. 1 is a schematic view of the overall structure of the rock-soil slope prevention and control landslide apparatus for building construction according to the present invention;
FIG. 2 is a schematic view of the whole structure of a limiting pile of the rock-soil slope prevention and control landslide device for building construction;
FIG. 3 is a cross-sectional view of a limiting pile of the rock-soil slope prevention and control landslide device for building construction;
FIG. 4 is an enlarged schematic view of the rock-soil slope prevention and control landslide device for building construction at the position A in FIG. 3;
FIG. 5 is a disassembled schematic view of the side column of the rock-soil slope prevention and control landslide device for building construction of the present invention;
FIG. 6 is a schematic diagram of the rock-soil slope prevention and control landslide device for building construction.
In the figure:
1-limiting pile, 2-steel wire rope, 3-side column, 4-bolt column, 5-conical head, 6-mounting seat, 7-accommodating cavity, 8-screw rod, 9-limiting mechanism, 10-limiting hole, 11-annular lug plate, 12-driving hole, 13-hexagonal boss, 14-end cover, 15-cross clamping groove, 16-fixing ring, 17-limiting rod, 18-sliding groove, 19-sliding rod, 20-side column body, 21-anti-slip bolt, 22-cover plate and 23-latch.
Detailed Description
The technical solutions in the embodiments of the present invention will be clearly and completely described below with reference to the drawings in the embodiments of the present invention, and it is obvious that the described embodiments are only a part of the embodiments of the present invention, and not all of the embodiments. All other embodiments, which can be derived by a person skilled in the art from the embodiments given herein without making any creative effort, shall fall within the protection scope of the present invention.
In the description of the present invention, it is to be understood that the terms "opening," "upper," "lower," "thickness," "top," "middle," "length," "inner," "peripheral," and the like are used in an orientation or positional relationship that is merely for convenience in describing and simplifying the description, and do not indicate or imply that the referenced component or element must have a particular orientation, be constructed and operated in a particular orientation, and thus should not be considered as limiting the present invention.
As shown in fig. 1-5, a rock-soil slope landslide prevention and control device for building construction comprises a limiting pile 1, a steel wire rope 2 and side columns 3, wherein the steel wire rope 2 is intersected with each other to form a landslide prevention net surface, the intersected nodes of the steel wire rope 2 are detachably connected with the limiting pile 1 through bolts, two ends of the steel wire rope 2 are detachably connected with the side columns 3 through bolts, the limiting pile 1 is fixed on an inclined slope surface of a rock-soil slope, and the side columns 3 are arranged at the bottom, the top and two sides of the slope surface of the rock-soil slope;
The mounting seat 6 is provided with a driving hole 12 corresponding to the screw rod 8, and a hexagonal boss 13 is fixed at the end part of one end of the screw rod 8 close to the mounting seat 6.
The top of the mounting seat 6 is detachably provided with an end cover 14 through a bolt, the bottom of the end cover 14 is provided with a cross clamping groove 15, and the cross clamping groove 15 is matched with the steel wire rope 2.
Stop gear 9 is including solid fixed ring 16, gu fixed ring 16 and 8 screw-thread fit, gu a plurality of gag lever posts 17 of fixed ring 16 outer wall fixed mounting, gag lever post 17 is the annular array setting, gag lever post 17 one end is articulated with solid fixed ring 16 outer wall, and the gag lever post 17 other end runs through spacing hole 10, and gag lever post 17 outer wall is equipped with spout 18, spacing hole 10 lateral wall fixed mounting slide bar 19, slide bar 19 and the cooperation of spout 18.
As shown in fig. 6, a construction method of a rock-soil slope prevention and control landslide device for building construction specifically includes the following steps:
s1, fixing the limiting piles on the inclined slope surface of the rock-soil slope at equal intervals through a piling mechanism, inserting an inner hexagonal socket wrench into the driving hole to be clamped with the hexagonal boss, rotating the screw rod through the inner hexagonal socket wrench, moving the fixing ring along the screw rod when the screw rod rotates, and accordingly pushing the limiting rod to rotate, wherein the limiting rod extends out of the limiting hole and is prevented from falling off from the rock-soil slope;
s2, transversely and longitudinally crossing a plurality of steel wire ropes on the inclined slope surface of the rock-soil slope, and fixing the crossing parts of the steel wire ropes with the mounting seats through end covers;
s3, arranging side columns at the bottom, the top and two sides of the slope of the rock-soil slope, and inserting the anti-skid bolts at the bottom of the side columns into the rock-soil slope;
and S4, respectively penetrating the two ends of the transverse steel wire rope through the side columns on the two sides of the slope surface, respectively penetrating the two ends of the longitudinal steel wire rope through the side columns at the bottom and the top of the slope surface, clamping the end parts of the steel wire rope through the side column bodies and the cover plates, and fixing the steel wire rope through bolts.
In the description herein, references to the description of "one embodiment," "an example," "a specific example" or the like are intended to mean that a particular feature, structure, material, or characteristic described in connection with the embodiment or example is included in at least one embodiment or example of the invention. In this specification, the schematic representations of the terms used above do not necessarily refer to the same embodiment or example. Furthermore, the particular features, structures, materials, or characteristics described may be combined in any suitable manner in any one or more embodiments or examples.
The foregoing shows and describes the general principles, essential features, and advantages of the 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 described in the specification and illustrated only to illustrate the principle of the present invention, but that various changes and modifications may be made therein without departing from the spirit and scope of the present invention, which fall within the scope of the invention as claimed.
Claims (6)
1. The rock-soil side slope prevention and control landslide device for building construction is characterized by comprising limiting piles (1), steel wire ropes (2) and side columns (3), wherein the steel wire ropes (2) are mutually crossed to form an anti-landslide net surface, crossed nodes of the steel wire ropes (2) are detachably connected with the limiting piles (1) through bolts, two ends of each steel wire rope (2) are detachably connected with the side columns (3) through bolts, the limiting piles (1) are fixed on an inclined slope surface of the rock-soil side slope, and the side columns (3) are arranged at the bottom, the top and two sides of the slope surface of the rock-soil side slope;
spacing stake (1) is including embolus post (4), embolus post (4) one end fixed mounting cone (5), embolus post (4) other end fixed mounting mount pad (6), embolus post (4) inside is equipped with and holds chamber (7), it is equipped with lead screw (8) to hold to run through in chamber (7), lead screw (8) are rotated with embolus post (4) and are connected, a plurality of stop gear (9) of lead screw (8) fixed surface installation, stop gear (9) and lead screw (8) screw-thread fit, embolus post (4) lateral wall corresponds stop gear (9) department and has seted up a plurality of spacing holes (10), embolus post (4) are close to mount pad (6) one end outer wall fixed mounting annular otic placode (11).
2. The geotechnical slope prevention and control landslide device according to claim 1, wherein a driving hole (12) is formed in the mounting seat (6) corresponding to the screw rod (8), and a hexagonal boss (13) is fixed to one end portion, close to the mounting seat (6), of the screw rod (8).
3. The geotechnical slope prevention and control landslide device according to claim 1, wherein an end cover (14) is detachably mounted at the top of the mounting seat (6) through a bolt, a cross clamping groove (15) is formed in the bottom of the end cover (14), and the cross clamping groove (15) is matched with the steel wire rope (2).
4. The geotechnical side slope prevention and control landslide device for building construction according to claim 1, wherein the limiting mechanism (9) comprises a fixing ring (16), the fixing ring (16) is in threaded fit with the lead screw (8), a plurality of limiting rods (17) are fixedly mounted on the outer wall of the fixing ring (16), the limiting rods (17) are arranged in an annular array mode, one end of each limiting rod (17) is hinged to the outer wall of the corresponding fixing ring (16), the other end of each limiting rod (17) penetrates through a limiting hole (10), a sliding groove (18) is formed in the outer wall of each limiting rod (17), a sliding rod (19) is fixedly mounted on the side wall of each limiting hole (10), and the sliding rod (19) is matched with the sliding groove (18).
5. The geotechnical slope prevention and control landslide device according to claim 1, wherein the side column (3) comprises a side column body (20), a plurality of anti-skidding bolts (21) are fixedly mounted at the bottom of the side column body (20), a cover plate (22) is detachably mounted at the top of the side column body (20) through bolts, and clamping teeth (23) are arranged at the top of the side column body (20) and the bottom of the cover plate (22).
6. The construction method of the geotechnical slope prevention and control landslide device for building construction based on any one of claims 1-5 is characterized by comprising the following steps:
s1, fixing the limiting piles on the inclined slope surface of the rock-soil slope at equal intervals through a piling mechanism, inserting an inner hexagonal socket wrench into the driving hole to be clamped with the hexagonal boss, rotating the screw rod through the inner hexagonal socket wrench, moving the fixing ring along the screw rod when the screw rod rotates, and accordingly pushing the limiting rod to rotate, wherein the limiting rod extends out of the limiting hole and is prevented from falling off from the rock-soil slope;
s2, transversely and longitudinally crossing a plurality of steel wire ropes on the inclined slope surface of the rock-soil slope, and fixing the crossing parts of the steel wire ropes with the mounting seats through end covers;
s3, arranging side columns at the bottom, the top and two sides of the slope of the rock-soil slope, and inserting the anti-skid bolts at the bottom of the side columns into the rock-soil slope;
and S4, respectively penetrating the two ends of the transverse steel wire rope through the side columns on the two sides of the slope surface, respectively penetrating the two ends of the longitudinal steel wire rope through the side columns at the bottom and the top of the slope surface, clamping the end parts of the steel wire rope through the side column bodies and the cover plates, and fixing the steel wire rope through bolts.
Priority Applications (2)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202110001359.0A CN112962629A (en) | 2021-01-04 | 2021-01-04 | Rock-soil slope prevention and control landslide device for building construction and construction method thereof |
| LU500432A LU500432B1 (en) | 2021-01-04 | 2021-07-14 | Landslide prevention and control apparatus for rock-soil slope for building construction and method for constructing same |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202110001359.0A CN112962629A (en) | 2021-01-04 | 2021-01-04 | Rock-soil slope prevention and control landslide device for building construction and construction method thereof |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN112962629A true CN112962629A (en) | 2021-06-15 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202110001359.0A Pending CN112962629A (en) | 2021-01-04 | 2021-01-04 | Rock-soil slope prevention and control landslide device for building construction and construction method thereof |
Country Status (2)
| Country | Link |
|---|---|
| CN (1) | CN112962629A (en) |
| LU (1) | LU500432B1 (en) |
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN114108663A (en) * | 2021-11-24 | 2022-03-01 | 中煤湖北地质勘察基础工程有限公司 | Slope supporting structure and construction method thereof |
| CN114575360A (en) * | 2022-03-23 | 2022-06-03 | 成都睿思达工程设计咨询有限公司 | Geotechnical engineering side slope is with high security reinforcing apparatus |
| CN114960705A (en) * | 2022-08-01 | 2022-08-30 | 郯城县交投建设发展集团有限公司 | A landslide prevention device for highway's side slope |
| CN114575360B (en) * | 2022-03-23 | 2024-05-31 | 成都睿思达工程设计咨询有限公司 | Geotechnical engineering is high security reinforcing apparatus for side slope |
Citations (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2000204571A (en) * | 1999-01-18 | 2000-07-25 | Sankyo Block:Kk | Retaining wall construction method |
| CN209227559U (en) * | 2018-10-26 | 2019-08-09 | 中铁二院成都勘察设计研究院有限责任公司 | A kind of roadbed side slope gear protection structure |
| CN110820771A (en) * | 2019-11-20 | 2020-02-21 | 四川省西南大地工程物探有限公司 | Structure and construction method of mountain side slope protective net |
| CN111021373A (en) * | 2019-05-20 | 2020-04-17 | 安徽省中功立业建设工程有限责任公司 | Slope reinforcing apparatus for building municipal works |
-
2021
- 2021-01-04 CN CN202110001359.0A patent/CN112962629A/en active Pending
- 2021-07-14 LU LU500432A patent/LU500432B1/en active IP Right Grant
Patent Citations (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2000204571A (en) * | 1999-01-18 | 2000-07-25 | Sankyo Block:Kk | Retaining wall construction method |
| CN209227559U (en) * | 2018-10-26 | 2019-08-09 | 中铁二院成都勘察设计研究院有限责任公司 | A kind of roadbed side slope gear protection structure |
| CN111021373A (en) * | 2019-05-20 | 2020-04-17 | 安徽省中功立业建设工程有限责任公司 | Slope reinforcing apparatus for building municipal works |
| CN110820771A (en) * | 2019-11-20 | 2020-02-21 | 四川省西南大地工程物探有限公司 | Structure and construction method of mountain side slope protective net |
Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN114108663A (en) * | 2021-11-24 | 2022-03-01 | 中煤湖北地质勘察基础工程有限公司 | Slope supporting structure and construction method thereof |
| CN114575360A (en) * | 2022-03-23 | 2022-06-03 | 成都睿思达工程设计咨询有限公司 | Geotechnical engineering side slope is with high security reinforcing apparatus |
| CN114575360B (en) * | 2022-03-23 | 2024-05-31 | 成都睿思达工程设计咨询有限公司 | Geotechnical engineering is high security reinforcing apparatus for side slope |
| CN114960705A (en) * | 2022-08-01 | 2022-08-30 | 郯城县交投建设发展集团有限公司 | A landslide prevention device for highway's side slope |
| CN114960705B (en) * | 2022-08-01 | 2022-10-25 | 郯城县交投建设发展集团有限公司 | A landslide prevention device for highway's side slope |
Also Published As
| Publication number | Publication date |
|---|---|
| LU500432B1 (en) | 2022-01-17 |
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Application publication date: 20210615 |
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