CN110593283A - Pile-net combined type slope protection device capable of being disassembled and recycled and implementation method - Google Patents
Pile-net combined type slope protection device capable of being disassembled and recycled and implementation method Download PDFInfo
- Publication number
- CN110593283A CN110593283A CN201910981161.6A CN201910981161A CN110593283A CN 110593283 A CN110593283 A CN 110593283A CN 201910981161 A CN201910981161 A CN 201910981161A CN 110593283 A CN110593283 A CN 110593283A
- Authority
- CN
- China
- Prior art keywords
- pile
- detachable
- net
- side slope
- internal thread
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Pending
Links
- 238000000034 method Methods 0.000 title description 7
- 238000004873 anchoring Methods 0.000 claims abstract description 32
- 229910000831 Steel Inorganic materials 0.000 claims description 56
- 239000010959 steel Substances 0.000 claims description 56
- 238000003825 pressing Methods 0.000 claims description 29
- 230000001681 protective effect Effects 0.000 claims description 24
- 238000003466 welding Methods 0.000 claims description 4
- 239000007787 solid Substances 0.000 claims description 2
- 230000001012 protector Effects 0.000 claims 1
- 238000007789 sealing Methods 0.000 claims 1
- 238000005553 drilling Methods 0.000 abstract description 3
- 230000009471 action Effects 0.000 description 4
- 238000010276 construction Methods 0.000 description 4
- 230000000694 effects Effects 0.000 description 4
- 238000002360 preparation method Methods 0.000 description 4
- 238000005096 rolling process Methods 0.000 description 3
- 239000004575 stone Substances 0.000 description 3
- 238000009412 basement excavation Methods 0.000 description 2
- 230000008901 benefit Effects 0.000 description 2
- 230000005484 gravity Effects 0.000 description 2
- 230000002265 prevention Effects 0.000 description 2
- 239000002689 soil Substances 0.000 description 2
- 230000009286 beneficial effect Effects 0.000 description 1
- 230000006872 improvement Effects 0.000 description 1
- 238000009434 installation Methods 0.000 description 1
- 238000012423 maintenance Methods 0.000 description 1
- 238000004519 manufacturing process Methods 0.000 description 1
- 238000005065 mining Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000008569 process Effects 0.000 description 1
- 239000011435 rock Substances 0.000 description 1
- 230000000087 stabilizing effect Effects 0.000 description 1
- 239000002699 waste material Substances 0.000 description 1
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 1
- 238000009736 wetting Methods 0.000 description 1
Classifications
-
- 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
-
- 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
-
- 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
-
- 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
- E02D5/22—Piles
- E02D5/52—Piles composed of separable parts, e.g. telescopic tubes ; Piles composed of segments
- E02D5/523—Piles composed of separable parts, e.g. telescopic tubes ; Piles composed of segments composed of segments
- E02D5/526—Connection means between pile segments
-
- 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
- E02D5/22—Piles
- E02D5/56—Screw piles
-
- 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
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D2600/00—Miscellaneous
- E02D2600/20—Miscellaneous comprising details of connection between elements
-
- 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
Abstract
The invention discloses a pile-net combined type side slope protection device capable of being disassembled and recycled, which comprises two parts, namely a detachable anti-slide pile and an anchoring protection net, wherein the detachable anti-slide pile penetrates into the ground through ground drilling, the anchoring protection net is anchored on a side slope through an anchor rod, and the detachable anti-slide pile is connected with the anchoring protection net through a multi-angle movable connecting buckle. Detachable friction pile comprises double-end internal thread friction pile, single-end internal thread friction pile, threaded connection post, bears the tray, according to engineering actual conditions, can change detachable friction pile's length through the quantity of increase and decrease double-end internal thread friction pile. Use multi-angle swing joint to detain between detachable friction pile and the anchor protection network to be connected, can be applicable to the side slope of different slopes, the flexibility is strong and the device can retrieve after using and recycle. The invention can simultaneously protect the side slope rockfall, prevent the whole instability of the side slope and realize the cooperative treatment of the side slope rockfall and the side slope slippage.
Description
Technical Field
The invention relates to the technical field of slope rockfall and landslide prevention and treatment research, and provides a pile-net combined slope protection device capable of being disassembled and recycled and an implementation method.
Background
The side slope mainly comprises a natural side slope and an artificial side slope. The natural side slope mainly refers to a cliff, a slope, a coast, a river bank and the like formed under the natural action; the artificial side slope mainly refers to a slope surface with slopes formed by human engineering activities, such as an open-air side slope, a reservoir area side slope, a foundation pit side slope and the like. The stability of the side slope has important influence on national economic construction, and in the process of mining strip mines, the excavation and transportation of waste rocks can be reduced by increasing the slope angle, so that the economic benefit of mines is improved; in the construction of railways, highways, water conservancy and the like, the height of an embankment is fixed, the larger the slope angle is, the smaller the area occupied by a roadbed is, and the larger the slope angle is, so that the excavation amount of earth and stone can be effectively reduced, but the problem of slope stability exists. In a high and steep slope, the rock-soil body can suddenly separate from the parent body under the action of gravity, and the phenomena of collapse and rolling occur; when natural factors such as rainwater wetting and earthquake vibration act, the rock-soil body suddenly slides under the action of gravity. The occurrence of the disasters has the characteristics of high speed and large scale difference. When the scale is large, serious loss of national economy can be caused. In recent years, many reports have been made on such geological disaster phenomena. At present, corresponding prevention measures and equipment are provided for preventing high and steep side slope rockfall from slipping and protecting the whole stability of the side slope, but the whole stability of the side slope is one of main influence factors of the rockfall disasters of the side slope, and the optimal protection effect can be achieved only by combining the two treatment measures. Therefore, a device capable of protecting side slope rolling stones and maintaining the overall stability of the side slope is developed, the rolling stone protection and the side slope stability maintenance are integrated, and the device has important significance for ensuring the stability of the side slope and improving the national economic benefit.
Disclosure of Invention
The invention aims to provide a pile-net combined type slope protection device capable of being detachably recovered and an implementation method based on a relevant theory.
In order to achieve the purpose, the invention adopts the technical scheme that:
a pile-net combined type side slope protection device capable of being disassembled and recycled mainly comprises two parts, namely a detachable slide-resistant pile and an anchoring protective net, wherein the detachable slide-resistant pile comprises a double-head internal thread slide-resistant pile, a single-head internal thread slide-resistant pile, a thread connecting column, a multi-angle movable connecting buckle and a bearing tray; the anchoring protective net comprises porous net pressing I-shaped steel, an anchoring protective net and an anchor rod. The detachable anti-slide pile is arranged in the ground drilled hole; the single-head internal thread anti-slide pile is connected with the double-head internal thread anti-slide pile through a threaded connecting column; the double-head internal thread anti-slide piles are connected through threaded connecting columns; the porous net pressing I-shaped steel and the anchoring protective net are anchored on the side slope through anchor rods; the detachable anti-slide pile is connected with the anchoring protective net through the multi-angle movable connecting buckle.
The detachable anti-slide pile is formed by combining a double-head internal thread anti-slide pile and a single-head internal thread anti-slide pile through a thread connecting column.
The double-end internal thread anti-slide pile is composed of a hollow steel pipe with the length of 1 m, concrete and a bearing tray, wherein the steel pipe is mainly divided into three parts, internal threads are additionally arranged in the 50 mm inner parts of the left end and the right end, the middle part is filled with concrete with certain strength, and the concrete and the internal threads at the two ends are separated by the bearing tray;
the single-head internal thread anti-slide pile consists of a hollow steel pipe with the length of 1 m, concrete and two bearing trays, wherein one end of the hollow steel pipe is sealed by one bearing tray, the concrete with certain strength of 950 mm is filled in the hollow steel pipe, the hollow steel pipe is capped by the other bearing tray, and the internal thread is additionally arranged on the rest 50 mm;
the threaded connecting column is a solid steel column which is 100 mm long and is completely provided with external threads;
the bearing tray is a steel sheet with the size similar to that of the hollow steel pipe;
the multi-angle movable connecting buckles are steel horn buckles and are provided with steel bolts, one connecting buckle is welded at one end of the porous net pressing I-shaped steel, the other connecting buckle is welded at the bottom of the single-head internal thread slide-resistant pile, and the two connecting buckles are fixedly connected through the steel bolts;
the anchoring protective net is composed of porous net pressing I-shaped steel, an anchoring protective net and an anchor rod, the anchoring protective net is arranged at the bottom of the porous net pressing I-shaped steel, and the anchor rod is driven into a side slope through a drilling hole in the porous net pressing I-shaped steel to stabilize the anchoring protective net.
The porous net pressing I-steel is adopted according to the actual length of the side slope, and drill holes are additionally arranged on the I-steel at intervals of 1 meter so that an anchor rod can be conveniently driven into the hole.
A pile-net combined type side slope rockfall landslide treatment method comprises the following steps:
a. preparation before construction
According to the actual engineering situation, holes are drilled from the ground to the underground, I-shaped steel with proper length is selected, and one hole is drilled at intervals of 1 meter.
b. Preparation of detachable anti-slide pile
According to the actual engineering situation, a plurality of double-end internal thread anti-slide piles and two single-end internal thread anti-slide piles are taken and connected by a plurality of thread connecting columns. After the detachable anti-slide pile is assembled, pre-burying a pre-drilled hole.
c. Multi-angle movable connection buckle welding
One end of the multi-angle movable connecting buckle is welded at the top of the detachable anti-slide pile, and the other end of the multi-angle movable connecting buckle is welded at one end of the porous net pressing I-shaped steel and connected through a steel bolt.
d. Firm anchor protection network
And laying the anchoring protective net on the slope surface, rotating the porous net pressing I-shaped steel simultaneously to arrange the porous net pressing I-shaped steel on the upper part of the anchoring protective net, and driving the porous net pressing I-shaped steel into the anchor rod after the porous net pressing I-shaped steel is fully contacted with the anchoring protective net.
The invention has the beneficial effects that:
1. the invention can simultaneously protect the side slope rockfall, prevent the whole instability of the side slope and realize the simultaneous treatment of the side slope rockfall and the side slope slippage.
2. The movable overturning type side slope is suitable for side slopes with different slopes, the flexibility is strong, the piles and the nets are connected through movable overturning horn buckles, horizontal overturning can be achieved, and the movable overturning type side slope can adapt to side slopes with different slopes.
3. The invention relates to a device, which is easy to manufacture all parts, simple in structure, capable of being recycled after use and applicable to temporary slopes or slopes with short service life.
Drawings
FIG. 1 is a schematic structural view of the present invention;
FIG. 2 is a front view of the present invention;
figure 3 is a cross-sectional view of a double-ended internally threaded friction pile;
in the figure: 1-single-head internal thread anti-slide pile; 2-a threaded connecting column; 3-double-end internal thread slide-resistant pile; 4, connecting the buckles movably in multiple angles; 5, porous net pressing I-steel; 6, anchoring a protective net; 7, anchoring the bolt; 8, carrying tray.
Detailed Description
The following detailed description of embodiments of the present patent refers to the accompanying drawings.
A pile-net combined side slope protection device capable of being disassembled and recycled comprises two parts, namely a detachable anti-slide pile and an anchoring protective net.
On one hand, the detachable anti-slide pile goes deep into the ground through a ground drill hole, can play a certain resistance role in the sliding of a side slope, can be adjusted in length according to the actual conditions of various projects, and can be recycled for temporary side slopes or side slopes with short service life; on the other hand, the top of detachable friction pile can be as the fulcrum of side slope anchor protection network, makes its protection to side slope rockfall more stable to this plays the guard action to side slope rockfall both, reaches the impedance effect to the side slope landing again.
Detachable friction pile mainly includes double-end internal thread friction pile 3, single-end internal thread friction pile 1, threaded connection post 2, multi-angle swing joint detains 4, bears tray 8. The length of the single-end internal thread slide-resistant pile 1 is 1 meter, and the single-end internal thread slide-resistant pile is formed by combining two bearing trays 8 and concrete with certain strength. The bottom of the single-head internal thread anti-slide pile 1 is sealed by the bearing tray 8, concrete with certain strength of 950 mm is injected, after the concrete is injected to the required height, the bearing tray 8 is used for capping, the bearing tray 8 isolates the threaded connecting column 2 from the concrete, and the threaded connecting column 2 is prevented from being corroded when being contacted with the concrete; and screwing the threaded connecting column 2 with the length of 100 mm into the top of the single-head internal-thread anti-slide pile 1, wherein the screwing length is 50 mm. Another double-end internal thread anti-slide pile 3 with the length of 1 m is taken, one end of the double-end internal thread anti-slide pile is screwed into the thread connecting column 2, the screwing length is 50 mm, another thread connecting column 2 is screwed into the other end of the double-end internal thread anti-slide pile 3, and therefore the multiple double-end internal thread anti-slide piles 3 can be connected through the thread connecting columns 2, and the length of the double-end internal thread anti-slide pile is adjusted. The single-head internal thread anti-slide pile 1 is used at the top end of the formed detachable anti-slide pile, so that the multi-angle movable connecting buckle 4 can be conveniently welded. And welding one end of the multi-angle movable connecting buckle 4 at the closed end of the single-head internal thread slide-resistant pile 1.
The anchor protection network is through using the stock anchor on the side slope, has not only strengthened the steadiness of side slope anchor protection network, and the stock of squeezing into simultaneously also can strengthen the stability of side slope, and according to engineering actual conditions, to some side slopes comparatively loose department, can increase the density of porous pressure net I-steel 5, also can increase the drilling on the porous pressure net I-steel 5, increases the quantity of squeezing into the stock to this reaches the stability that increases anchor protection network 6, increases the stability of side slope.
The anchoring protective net mainly comprises a porous net pressing I-shaped steel 5, an anchor rod 7, an anchoring protective net 6 and a multi-angle movable connecting buckle 4. The porous net pressing I-steel 5 can be selected according to the actual requirement of the length of the slope surface of the side slope, and a drill hole is drilled at the inner side of the porous net pressing I-steel 5 at intervals of 1 meter so as to facilitate the installation of an anchor rod 7 and achieve the purpose of stabilizing the anchoring protective net 6, and meanwhile, the multi-angle movable connecting buckle 4 is welded at one end of the porous net pressing I-steel 5. The anchoring protection net 6 is laid on an engineering side slope, the porous net pressing I-shaped steel 5 is arranged on the upper portion of the anchoring protection net 6, the anchor rod 7 is driven into the anchoring protection net, the anchoring protection net 6 can be anchored on the slope surface by the porous net pressing I-shaped steel 5 with the maximum effect, and finally the multi-angle movable connecting buckle 4 at one end of the porous net pressing I-shaped steel 5 is connected with the multi-angle movable connecting buckle 4 at one end of the detachable anti-slide pile through the steel bolt, so that the purpose that the detachable anti-slide pile supports the porous net pressing I-shaped steel 5 is achieved.
According to the pile-net combined type side slope protection device capable of being disassembled and recycled, the detachable anti-slide piles are connected with the anchoring protective net through the multi-angle movable connecting buckles 4, so that overturning in the horizontal plane can be achieved, and the device is suitable for side slopes with different slopes, particularly high and steep side slopes.
A pile-net combined type side slope rockfall landslide treatment method specifically comprises the following steps:
a. preparation before construction
According to the actual engineering situation, holes are drilled from the ground to the underground, I-shaped steel with proper length is selected, and one hole is drilled at intervals of 1 meter.
b. Preparation of detachable anti-slide pile
According to the actual engineering situation, a plurality of double-end internal thread anti-slide piles and two single-end internal thread anti-slide piles are taken and connected by a plurality of thread connecting columns. After the assembly of the detachable anti-slide pile is completed, the detachable anti-slide pile is embedded into a drilled hole which is drilled in advance.
c. Multi-angle movable connection buckle welding
One end of the multi-angle movable connecting buckle is welded at the top of the detachable anti-slide pile, and the other end of the multi-angle movable connecting buckle is welded at one end of the porous net pressing I-shaped steel and connected through a steel bolt.
d. Firm anchor protection network
And laying the anchoring protective net on the slope surface, rotating the porous net pressing I-shaped steel simultaneously to arrange the porous net pressing I-shaped steel on the upper part of the anchoring protective net, and driving the porous net pressing I-shaped steel into the anchor rod after the porous net pressing I-shaped steel is fully contacted with the anchoring protective net.
The above description is only a preferred embodiment of the present invention, and should not be taken as limiting, and any modification, equivalent replacement and improvement made within the spirit and principle of the present invention, such as changing the number of holes drilled in the h-beam, changing the density of the h-beam, changing the length of the detachable slide-resistant pile, etc., should be included in the protection scope of the present invention.
Claims (7)
1. The utility model provides a can dismantle stake-net combined type side slope protector of retrieving, includes detachable friction pile and anchor protection network two parts, its characterized in that: the detachable anti-slide pile is composed of a plurality of double-head internal thread anti-slide piles and two single-head internal thread anti-slide piles through a plurality of thread connecting columns, the anchoring protective net is composed of porous net pressing I-shaped steel, an anchor rod and the anchoring protective net, and the detachable anti-slide pile and the anchoring protective net are connected through a multi-angle movable connecting buckle.
2. The detachable and recyclable pile-net combined slope protection device according to claim 1, characterized in that: the double-end internal thread friction pile length be 1 meter, constitute by hollow steel pipe, concrete, bearing tray, the internal thread is installed additional to 50 millimeters insides in both ends about hollow steel pipe, 900 millimeters in the middle of it is filled with the concrete of certain intensity, the concrete adopts bearing tray with both ends internal thread to separate.
3. The detachable and recyclable pile-net combined slope protection device according to claim 1, characterized in that: the threaded connecting column is a solid steel column and is integrally provided with external threads.
4. The detachable and recyclable pile-net combined slope protection device according to claim 1, characterized in that: the single-end internal thread anti-slide pile is composed of a hollow round pipe with the length of 1 m, a bearing tray and concrete, wherein one end of the hollow round pipe is welded and sealed by the bearing tray, the other end of the hollow round pipe is filled with 950 mm of concrete, and the other bearing tray is used for sealing.
5. A detachable recycled pile-net united side slope protection device according to claim 1 and 2, characterized in that: the bearing tray is a circular thin sheet with the diameter similar to that of the hollow steel pipe, is connected with the hollow steel pipe in a welding mode, and stabilizes and seals the concrete section.
6. The detachable and recyclable pile-net combined slope protection device according to claim 1, characterized in that: one end of the multi-angle movable connecting buckle is welded with the bearing tray of the closed end of the detachable anti-slide pile and is connected with the porous net pressing I-shaped steel through a steel bolt.
7. The detachable and recyclable pile-net combined slope protection device according to claim 1, characterized in that: and circular holes are additionally arranged at intervals of 1 m on the inner side of the porous net pressing I-steel, so that an anchor rod can be conveniently driven into the steel.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201910981161.6A CN110593283A (en) | 2019-10-15 | 2019-10-15 | Pile-net combined type slope protection device capable of being disassembled and recycled and implementation method |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201910981161.6A CN110593283A (en) | 2019-10-15 | 2019-10-15 | Pile-net combined type slope protection device capable of being disassembled and recycled and implementation method |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN110593283A true CN110593283A (en) | 2019-12-20 |
Family
ID=68867497
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201910981161.6A Pending CN110593283A (en) | 2019-10-15 | 2019-10-15 | Pile-net combined type slope protection device capable of being disassembled and recycled and implementation method |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN110593283A (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111155539A (en) * | 2020-02-13 | 2020-05-15 | 中铁二十三局集团有限公司 | Existing road side high cutting excavation construction method |
| CN114687368A (en) * | 2022-04-24 | 2022-07-01 | 中国十七冶集团有限公司 | Soil slope micro anti-slide pile combined reinforcing structure and method |
Citations (9)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CA751120A (en) * | 1967-01-24 | Aas-Jakobsen Andreas | Arrangement for jointing pile sections | |
| CN202989912U (en) * | 2012-12-06 | 2013-06-12 | 中国十七冶集团有限公司 | Spiral pile splicing device of prestressed pipe pile |
| CN105421447A (en) * | 2015-11-27 | 2016-03-23 | 建华建材（安徽）有限公司 | Prestressed pipe pile combined structure |
| CN105525612A (en) * | 2015-11-16 | 2016-04-27 | 欧阳水栋 | High-efficiency tubular pile connector |
| CN205557449U (en) * | 2016-03-31 | 2016-09-07 | 任永祥 | Slope protection net for hydraulic engineering |
| CN108331255A (en) * | 2018-02-09 | 2018-07-27 | 贵州大学 | A kind of production method of steel pipe phosphorus slag concrete component |
| CN208251123U (en) * | 2018-05-28 | 2018-12-18 | 宗晓秀 | A kind of Traffic Engineering Construction slope protection device |
| CN208649920U (en) * | 2018-07-05 | 2019-03-26 | 长安大学 | Side slope surface guard system that is a kind of adjustable and reusing |
| CN210917409U (en) * | 2019-10-15 | 2020-07-03 | 中国矿业大学(北京) | Can dismantle stake-net combined type side slope protector of retrieving |
-
2019
- 2019-10-15 CN CN201910981161.6A patent/CN110593283A/en active Pending
Patent Citations (9)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CA751120A (en) * | 1967-01-24 | Aas-Jakobsen Andreas | Arrangement for jointing pile sections | |
| CN202989912U (en) * | 2012-12-06 | 2013-06-12 | 中国十七冶集团有限公司 | Spiral pile splicing device of prestressed pipe pile |
| CN105525612A (en) * | 2015-11-16 | 2016-04-27 | 欧阳水栋 | High-efficiency tubular pile connector |
| CN105421447A (en) * | 2015-11-27 | 2016-03-23 | 建华建材（安徽）有限公司 | Prestressed pipe pile combined structure |
| CN205557449U (en) * | 2016-03-31 | 2016-09-07 | 任永祥 | Slope protection net for hydraulic engineering |
| CN108331255A (en) * | 2018-02-09 | 2018-07-27 | 贵州大学 | A kind of production method of steel pipe phosphorus slag concrete component |
| CN208251123U (en) * | 2018-05-28 | 2018-12-18 | 宗晓秀 | A kind of Traffic Engineering Construction slope protection device |
| CN208649920U (en) * | 2018-07-05 | 2019-03-26 | 长安大学 | Side slope surface guard system that is a kind of adjustable and reusing |
| CN210917409U (en) * | 2019-10-15 | 2020-07-03 | 中国矿业大学(北京) | Can dismantle stake-net combined type side slope protector of retrieving |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111155539A (en) * | 2020-02-13 | 2020-05-15 | 中铁二十三局集团有限公司 | Existing road side high cutting excavation construction method |
| CN114687368A (en) * | 2022-04-24 | 2022-07-01 | 中国十七冶集团有限公司 | Soil slope micro anti-slide pile combined reinforcing structure and method |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| JP6473826B2 (en) | Retaining wall method of precast block to prevent landslide | |
| CN104762980B (en) | The anti-liquefaction hard and soft antislide pile of energy-dissipating and shock-absorbing and constructional method | |
| CN103526773B (en) | Cantilever type vertical anchor rod composite retaining wall and design and construction method thereof | |
| CN202466594U (en) | Horizontal jet grouting soil anchoring and cast-in-place pile compound foundation pit supporting structure | |
| CN101974886A (en) | Combined rock fall shed tunnel and installation method thereof | |
| CN104532868B (en) | High abrupt change shape sloped region bridge anchor pull-type high cap pile group basis construction method | |
| CN211948485U (en) | Comprehensive treatment device for rockfill easy-sliding area | |
| CN110593283A (en) | Pile-net combined type slope protection device capable of being disassembled and recycled and implementation method | |
| CN210341949U (en) | Slope protection structure with anti-landslide function | |
| CN210917409U (en) | Can dismantle stake-net combined type side slope protector of retrieving | |
| CN209686440U (en) | A kind of subgrade support retainer structure | |
| CN108517882B (en) | A kind of geotechnical grid reinforcement high gradient slope and its construction method | |
| CN206418509U (en) | A kind of anchored pile supporting of high gradient slope | |
| CN204419187U (en) | Vertical deep supporting and protection structure | |
| CN201502065U (en) | Anchor rod joint excavation compound basis | |
| CN203559430U (en) | Cantilever type composite retaining wall provided with perpendicular anchor rods | |
| CN212582731U (en) | Mountain road buffering protection structure system | |
| CN210013239U (en) | Prevent landslide protection retaining wall | |
| CN211773694U (en) | Prefabricated formula cubic metre of earth stone safety supporting construction | |
| Troncoso et al. | Seismic failure of Barahona tailings dam | |
| CN204530727U (en) | A kind of road structure across loose depos-its side slope | |
| CN111945776A (en) | Mountain road buffering protection structure system | |
| CN210459233U (en) | Pile anchor foundation pit supporting structure for soft soil area | |
| CN108842793A (en) | A kind of miniature clump of piles formula antiskid structure system of cantilever pile-and construction method | |
| CN210887296U (en) | Retaining wall structure for mine slope treatment |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| PB01 | Publication | ||
| PB01 | Publication | ||
| SE01 | Entry into force of request for substantive examination | ||
| SE01 | Entry into force of request for substantive examination |