CN107905130A - A kind of anti-Rolling Stone percussion mechanism of bridge pier based on waste and old Container Reconstruction - Google Patents
A kind of anti-Rolling Stone percussion mechanism of bridge pier based on waste and old Container Reconstruction Download PDFInfo
- Publication number
- CN107905130A CN107905130A CN201711012155.7A CN201711012155A CN107905130A CN 107905130 A CN107905130 A CN 107905130A CN 201711012155 A CN201711012155 A CN 201711012155A CN 107905130 A CN107905130 A CN 107905130A
- Authority
- CN
- China
- Prior art keywords
- container
- bridge pier
- rolling stone
- waste
- filler
- 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
Classifications
-
- E—FIXED CONSTRUCTIONS
- E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
- E01F—ADDITIONAL WORK, SUCH AS EQUIPPING ROADS OR THE CONSTRUCTION OF PLATFORMS, HELICOPTER LANDING STAGES, SIGNS, SNOW FENCES, OR THE LIKE
- E01F7/00—Devices affording protection against snow, sand drifts, side-wind effects, snowslides, avalanches or falling rocks; Anti-dazzle arrangements ; Sight-screens for roads, e.g. to mask accident site
- E01F7/04—Devices affording protection against snowslides, avalanches or falling rocks, e.g. avalanche preventing structures, galleries
- E01F7/045—Devices specially adapted for protecting against falling rocks, e.g. galleries, nets, rock traps
-
- E—FIXED CONSTRUCTIONS
- E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
- E01D—CONSTRUCTION OF BRIDGES, ELEVATED ROADWAYS OR VIADUCTS; ASSEMBLY OF BRIDGES
- E01D19/00—Structural or constructional details of bridges
- E01D19/02—Piers; Abutments ; Protecting same against drifting ice
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Revetment (AREA)
Abstract
The invention discloses a kind of anti-Rolling Stone percussion mechanism of bridge pier based on waste and old Container Reconstruction, including the container and filler that one or more case tops remove；Multiple containers are mutually adjacent in the way of arrangement, end wall are mutually adjacent to arrangement, inclination contact arrangement, stacking by side wall and form a row or multi-row combining structure, what combining structure was arranged in bridge pier meets Rolling Stone face side, combining structure is mutually perpendicular to or tilts intersect with Rolling Stone to attack Main way, and the anti-Rolling Stone percussion mechanism that filler forms bridge pier is filled in each container.The present invention is formed by the simply transformation of waste and old container, and construction is simple is convenient, and speed of application is fast, and a kind of new way is provided for the resource reutilization of waste and old container；Container space volume is big, and gross weight is big after single container fills filler, and overall stability is good, can bear larger impact energy；The Rock And Soil that filler nearby takes for plan protecting bridge pier, gathers materials on the spot, simple and convenient, economical and practicality.
Description
Technical field：
The present invention relates to the protection technique of bridge pier, more particularly to a kind of anti-Rolling Stone punching of bridge pier based on waste and old Container Reconstruction
Hit device.
Background technology：
Bridge pier is keypoint part and weak link in science of bridge building, needs to lay special stress on protecting during traffic engineering operation.It is located at
The bridge of high-mountain gorge areas is often subject to the threat of various geological disasters, including avalanche Rolling Stone, mud-rock flow, snowslide etc., these
Geological disaster may cause bridge pier to produce damage and destroy.
Such as on July 25th, 2009, a high position (drop reaches 500m) the crag occurrence of large-area avalanche of Ming River right bank massif, avalanche
Body cumulative volume is more than 10000 cubic metres, and megalith is tumbled along abrupt slope and lower directly hit thoroughly closes bridge 8#Bridge pier, makes 8#Bridge pier wink
Between fracture, cause the 8th, 9 to fall beam across the beam body of long 60m altogether, the 10th, 11 bridge bodies are towed to reflecting elegant direction sliding 26cm, the
11 Abutment expansion joints are damaged, and rockfall hazards cause 3 people dead, and 12 people are injured, 7 vehicle damages.It can be seen that, it is necessary to develop bridge
The anti-Rolling Stone percussion mechanism of beam bridge pier.
Chinese Patent Application No. 201510366617.X discloses a kind of burst combined type bridge pier protection guard, by it is multiple from
The protective unit composition being disposed around under above on bridge pier outer wall, each protective unit are made of multiple guard members, guard member
Endothecium structure and reinforcing rib including being filled with filler are separated into the layer structure composition of closed cavity；Chinese patent mandate is public
Announcement CN205617236U discloses a kind of bridge pier protection against erosion, rock-fall proof composite construction, the web being coated on by ring week outside bridge pier
Strengthen damping body composition, wearing layer is set outside damping body, lattice is interior filled with energy consumption core.The limitation of above-mentioned patent exists
In：Propose anti-Rolling Stone percussion mechanism installation, be fixed on the outer wall surrounding of bridge pier, the impact energy of Rolling Stone is final or all transmits
Bridge pier is given, it acts on the main peak strength for being reduction of impact load, does not reduce the total value of impact energy.
And on the other hand, China is the production of container and uses big country, and the container in the whole world 94% is manufactured by China, together
When, China is also the superseded big country of container, and the country eliminates out the waste and old container of transport service up to more than 30 ten thousand every year.It is and waste and old
It is very high that container overhauls cost, and steel-making is simply melted down as waste product and had both been wasted and not environmentally, at present only a small amount of container
Face building, flowing museum etc. after being transformed into house, calamity.As it can be seen that it need to transform the waste and old container of substantial amounts
With utilization, the potential value of its bigger is excavated.
Container is a kind of equipment caused with steel for cargo transport, main member include top beam, bottom girder, door frame,
Side wall, end wall, case top, corner post, corner fittings etc., its intensity is big, structure is firm, weldability is high, watertightness is good, container it is outer shaped like figure
Shown in 1.If waste and old container can be used for the anti-impact protection device for making bridge pier, the anti-Rolling Stone of bridge pier on the one hand can be reduced
The cost and difficulty of construction of device, recycling of the another aspect also for waste and old container provide new way, it is clear that meet resource again
The growth requirement utilized.
It can be seen that, it is necessary to the Rolling Stone percussion mechanism for making bridge pier using waste and old container and resisting is inquired into, promotes existing skill
The innovation and progress of art.
The content of the invention：
In order to make up the deficiency of prior art problem, the object of the present invention is to provide a kind of bridge pier based on waste and old Container Reconstruction
Anti- Rolling Stone percussion mechanism, its cost of manufacture is cheap, easy construction, and overall weight is big, is provided for the anti-Rolling Stone impact of bridge pier
A kind of reliable protective device.
Technical scheme is as follows：
The anti-Rolling Stone percussion mechanism of bridge pier based on waste and old Container Reconstruction, it is characterised in that remove case top including one or more
Container and filler；Multiple containers be mutually adjacent to according to side wall arrangement, end wall be mutually adjacent to arrangement, inclination contact arrangement,
The mode of stacking forms a row or multi-row combining structure；What single container or combining structure were arranged in bridge pier meets Rolling Stone face one
Side, the anti-Rolling Stone percussion mechanism that filler forms thus bridge pier is filled in container.
The anti-Rolling Stone percussion mechanism of the bridge pier based on waste and old Container Reconstruction, it is characterised in that the container
When quantity is more than one, specifications of container model used is identical, and the adjacent corner fittings of each container is fixed with corner fittings in combining structure
Device is fixedly linked.
The anti-Rolling Stone percussion mechanism of the bridge pier based on waste and old Container Reconstruction, it is characterised in that the single collection
The long side of vanning or combining structure is mutually perpendicular to or tilts intersect with Rolling Stone to attack Main way, and anti-Rolling Stone impact dress
Put the top for not pressing against cushion cap.
The anti-Rolling Stone percussion mechanism of the bridge pier based on waste and old Container Reconstruction, it is characterised in that the container
Multiple rows of hole for water discharge in filler uniformly, is symmetrically drilled with bottom plate.
The anti-Rolling Stone percussion mechanism of the bridge pier based on waste and old Container Reconstruction, it is characterised in that the filler is
The bridge pier nearby Rock And Soil that takes, is laid with fine sand of a layer thickness not less than 15cm or middle sand on the bottom plate of container.
Compared with prior art, the present invention have the following advantages that：
1st, the present invention is process by the simply transformation of waste and old container, is effectively utilized that Strength of Container is big, structure is firm, space body
The characteristics of product is big, construction is simple is convenient, and speed of application is fast, and a kind of new way is provided for the resource reutilization of waste and old container；
2nd, the spatial volume of container of the present invention is big, and the gross weight of container and filler is larger, and (single container is filled rubble and filled out
Gross weight is more than 50t after material), overall stability is good, can bear larger impact energy；
3rd, the present invention with intend protecting bridge pier maintain a certain distance, i.e., Rolling Stone impact generation energy act on waste and old container and
Without acting directly on bridge pier on filler, anti-Rolling Stone percussion mechanism has only been carried by after impact breaking-up, remaining energy just passes
To bridge pier.With common installation, be fixed on traditional anti-impact device of bridge pier outer wall surrounding compared with, the present invention carries device energy
Greatly improve protection effect；
4th, filler of the present invention is gathered materials on the spot to intend the protecting bridge pier Rock And Soil that takes nearby, simple and convenient, it is economical with it is real
The property used；And multiple rows of osculum for water body infiltration is drilled with container bottom board so that overall inside filler to keep drying, container
Easy-to-rust is not allowed, service life is longer.
Brief description of the drawings：
Fig. 1 is container structure schematic diagram.
Fig. 2 is that the present invention removes the container structure schematic diagram behind case top.
Fig. 3 is that the container of the embodiment of the present invention 1 arranges schematic diagram.
Fig. 4 is that the container of the embodiment of the present invention 1 fills filler schematic diagram.
Fig. 5 is that the container of the embodiment of the present invention 2 arranges schematic diagram.
Fig. 6 is that the container of the embodiment of the present invention 2 fills filler schematic diagram.
Fig. 7 is that the container of the embodiment of the present invention 3 arranges schematic diagram.
Fig. 8 is that the container of the embodiment of the present invention 3 fills filler schematic diagram.
Fig. 9 is that the container of the embodiment of the present invention 4 arranges schematic diagram.
Figure 10 is that the container of the embodiment of the present invention 4 fills filler schematic diagram.
Figure 11 is that the container of the embodiment of the present invention 5 arranges schematic diagram.
Figure 12 is that the container of the embodiment of the present invention 5 fills filler schematic diagram.
Figure 13 is that the container of the embodiment of the present invention 6 arranges schematic diagram.
Figure 14 is that the container of the embodiment of the present invention 6 fills filler schematic diagram.
Figure 15 is that the container of the embodiment of the present invention 7 arranges schematic diagram.
Figure 16 is that the container of the embodiment of the present invention 7 fills filler schematic diagram.
Figure 17 is that the container of the embodiment of the present invention 8 arranges schematic diagram.
Figure 18 is that the container of the embodiment of the present invention 8 fills filler schematic diagram.
Description of reference numerals：1st, container；2nd, case top；3rd, corner fittings；4th, cushion cap；5th, bridge pier；6th, filler；7th, stone-laying.（In figure
Arrow represents Rolling Stone to attack Main way）
Embodiment：
Referring to attached drawing：
A kind of anti-Rolling Stone percussion mechanism of bridge pier based on waste and old Container Reconstruction, including multiple containers 1 and filler 6, container 1
Case top be cut removal；Multiple containers 1 are mutually adjacent to arrangement, end wall according to side wall and are mutually adjacent to arrangement, inclination contact row
Row, stack etc. that various ways form that a row or multi-row combining structure is arranged in bridge pier 5 meet Rolling Stone face, combining structure and Rolling Stone
Intersect to attack Main way and be mutually perpendicular to or tilt, filler 6 is filled in the cavity of each container 1, thus form the anti-rolling of bridge pier
Stone percussion mechanism.
Different container quantity and arrangement mode can be used as needed, form different embodiments.It is described below
Several embodiments.
Embodiment 1：As shown in Figure 3 and Figure 4, using a waste and old container 1, container 1, which is placed in, intends meeting for protecting bridge pier 5
Rolling Stone face, the long side of container 1 are mutually perpendicular to Rolling Stone to attack Main way, and filler 6 is filled up in the cavity of container 1.
By taking common 20GP specification containers as an example, its external dimensions is 6.058m × 2.438m × 2.591m, cavity body
Product is 33.1 m3, tare weight 2.3t.Assuming that the severe of filler 6 takes 1.7t/ m3, then 6 weight of filler of each container for 33.1 ×
1.7=56.2t, the gross weight of single container can reach 58 t at (containing tare weight).The gross weight of container and filler is larger, overall
Stability is good, can bear larger impact energy.
Carry anti-Rolling Stone percussion mechanism and maintained a certain distance with intending protecting bridge pier, i.e., the energy effect that Rolling Stone impact produces
Without acting directly on bridge pier on waste and old container and filler, only carried anti-Rolling Stone percussion mechanism by impact damage after,
Remaining energy is just reached on bridge pier.With common installation, be fixed on traditional anti-impact device of bridge pier outer wall surrounding compared with, this
Invention, which carries device, can greatly improve protection effect.
It can construct according to the following steps to the anti-Rolling Stone percussion mechanism of bridge pier based on waste and old Container Reconstruction：
The first step, the case top cutting container, remove, as shown in Figure 2.On the bottom plate of container uniformly, be symmetrically drilled with
Multiple rows of hole, for the discharge of water in follow-up filler 6.
Second step, meet Rolling Stone face intending protecting bridge pier 5, and smooth location supplies container stacking, container is placed in this
On the ground, the long side and the main attacking direction of Rolling Stone for making container 1 are mutually perpendicular to, and container is not pressed against on cushion cap 4.
3rd step, be laid with fine sand of a layer thickness not less than 15cm or middle sand on the bottom plate of container 1, easy to filler 6
In water discharged from the hole of 1 bottom plate of container.Be thrown into filler into the cavity of container, such as block stone, gravel, slabstone,
The larger filler 6 of the severe of rubble etc should be filled in the middle and lower part of container 1, and it is opposite that severe is filled in the middle and upper part of container 1
Less filler 6.Filler 6 should fill up the cavity of container, it might even be possible to carry out certain heap height, and filler is carried out necessarily
Compacting.
Embodiment 2：As shown in figs. 5 and 6, using the waste and old container 1 of two same size models, two waste and old containers
1 side wall alignment and close contact, adjacent corner fittings 3 are fixedly linked with fixing pluge.It is anti-that container 1 after combination is placed in plan
Shield bridge pier 5 meets Rolling Stone face, and the long side of container 1 is mutually perpendicular to Rolling Stone to attack Main way, is filled out in the cavity of each container 1
Full filler 6.The gross weight of two containers can reach 116 t at (containing tare weight).Construction method is substantially the same with embodiment 1.
Embodiment 3：As illustrated in figs. 7 and 8, using the waste and old container 1 of two same size models, two waste and old containers
1 end wall alignment and close contact, adjacent corner fittings 3 are fixedly linked with fixing pluge.It is anti-that container 1 after combination is placed in plan
Shield bridge pier 5 meets Rolling Stone face, and the long side of container 1 is mutually perpendicular to Rolling Stone to attack Main way, is filled out in the cavity of each container 1
Full filler 6.Construction method is substantially the same with embodiment 1.
Embodiment 4：As shown in Figures 9 and 10, using the waste and old container 1 of three same size models, two waste and old packagings
The end wall alignment of case 1 and close contact, the side wall of the 3rd container 1 align row with the middle part of sliding channel of the first two container
Arrange and be in close contact, adjacent corner fittings 3 is fixedly linked with fixing pluge.Container 1 after combination, which is placed in, to be intended protecting bridge pier 5 and meets rolling
Stone face, the long side of container 1 are mutually perpendicular to Rolling Stone to attack Main way, and filler 6 is filled up in the cavity of each container 1.Three
The gross weight of container can reach 174 t at (containing tare weight).Construction method is substantially the same with embodiment 1.
Embodiment 5：As shown in Figure 11 and Figure 12, using the waste and old container 1 of three same size models, two waste and old packagings
The side wall alignment of case 1 and close contact, the 3rd container 1 are placed in the upper center of the first two container, bottom two
The adjacent corner fittings 3 of container is fixedly linked with fixing pluge.Container 1 after combination be placed in intend protecting bridge pier 5 meet Rolling Stone face, collection
The long side of vanning 1 is mutually perpendicular to Rolling Stone to attack Main way, and filler 6 is filled up in the cavity of each container 1.Construction method and reality
Example 1 is applied to be substantially the same.
Embodiment 6：As shown in figures 13 and 14, using the waste and old container 1 of four same size models, two waste and old packagings
The end wall alignment of case 1 and close contact, the side wall of the 3rd container 1 align row with the middle part of sliding channel of the first two container
Arrange and be in close contact, the 4th container 1 is placed in the upper center of first three container, and adjacent corner fittings 3 is fixed with fixing pluge
It is connected.Container 1 after combination be placed in intend protecting bridge pier 5 meet Rolling Stone face, the long side of container 1 attacks Main way with Rolling Stone
It is mutually perpendicular to, filler 6 is filled up in the cavity of each container 1.The gross weight of four containers can reach 232 t at (containing tare weight).Apply
Work method is substantially the same with embodiment 1.
Embodiment 7：As shown in Figure 15 and Figure 16, using the waste and old container 1 of two same size models, two waste and old packagings
Case 1 attacks Main way both sides symmetric arrays by certain angle along Rolling Stone, and the side corner post of two waste and old containers 1 closely connects
Touch, and adjacent corner fittings 3 is fixedly linked with fixing pluge.Container 1 after combination be placed in intend protecting bridge pier 5 meet Rolling Stone face, two
A container 1 is distributed in Rolling Stone to attack the both sides of Main way, and filler 6 is filled up in the cavity of each container 1, while in two collection
Case 1 end wall angle formation triangle vacant lot on build stone-laying 7 by laying bricks or stones, enable combining structure that integrally there is stronger shock resistance
Power.The gross weight of two containers can reach 116 t at (containing tare weight).Construction method is substantially the same with embodiment 1.
Embodiment 8：As shown in Figure 17 and Figure 18, using the waste and old container 1 of two same size models, a container 1
The side wall of end wall and another container 1 be in close contact, form orthogonal combining structure.Container 1 after combination is put
Rolling Stone face is met in plan protecting bridge pier 5, two containers 1 are distributed in Rolling Stone to attack the both sides of Main way, the sky of each container 1
Intracavitary fills up filler 6.The gross weight of two containers can reach 116 t at (containing tare weight).Construction method and the substantially phase of embodiment 1
Together.
Attached drawing is only for illustration, it is impossible to is interpreted as the limitation to this patent；In order to more preferably illustrate the present embodiment, attached drawing
A little components have omission, zoom in or out, and do not represent the size of actual product；To those skilled in the art, attached drawing
In some known features and its explanation may omit and will be understood by；The same or similar label corresponds to the same or similar portion
Part；The terms describing the positional relationship in the drawings are only for illustration, it is impossible to is interpreted as the limitation to this patent.
The present invention is not limited to above-mentioned embodiment, according to the above, according to the ordinary technical knowledge of this area
And customary means, under the premise of the above-mentioned basic fundamental thought of the present invention is not departed from, the present invention can also make other diversified forms
Equivalent modifications, replacement or change, be within the scope of the present invention.
Claims (5)
1. the anti-Rolling Stone percussion mechanism of a kind of bridge pier based on waste and old Container Reconstruction, it is characterised in that gone including one or more
Except the container and filler on case top；Multiple containers are mutually adjacent to arrangement, end wall according to side wall and are mutually adjacent to arrangement, inclination contact
Arrangement, the mode stacked form a row or multi-row combining structure；What single container or combining structure were arranged in bridge pier meets rolling
Stone face side, the anti-Rolling Stone percussion mechanism that filler forms thus bridge pier is filled in container.
2. the anti-Rolling Stone percussion mechanism of the bridge pier according to claim 1 based on waste and old Container Reconstruction, it is characterised in that institute
When the container quantity stated is more than one, specifications of container model used is identical, the adjacent corner fittings of each container in combining structure
It is fixedly linked with corner fittings fixator.
3. the anti-Rolling Stone percussion mechanism of the bridge pier according to claim 1 based on waste and old Container Reconstruction, it is characterised in that institute
The single container or the long side of combining structure stated are mutually perpendicular to or tilt intersect with Rolling Stone to attack Main way, and described anti-
Rolling Stone percussion mechanism does not press against the top of cushion cap.
4. the anti-Rolling Stone percussion mechanism of the bridge pier according to claim 1 based on waste and old Container Reconstruction, it is characterised in that institute
Multiple rows of hole for water discharge in filler uniformly, is symmetrically drilled with the container bottom board stated.
5. the anti-Rolling Stone percussion mechanism of the bridge pier according to claim 1 based on waste and old Container Reconstruction, it is characterised in that institute
The filler stated is the bridge pier nearby Rock And Soil that takes, be laid with the bottom plate of container fine sand of a layer thickness not less than 15cm or in
Sand.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201711012155.7A CN107905130A (en) | 2017-10-26 | 2017-10-26 | A kind of anti-Rolling Stone percussion mechanism of bridge pier based on waste and old Container Reconstruction |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201711012155.7A CN107905130A (en) | 2017-10-26 | 2017-10-26 | A kind of anti-Rolling Stone percussion mechanism of bridge pier based on waste and old Container Reconstruction |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN107905130A true CN107905130A (en) | 2018-04-13 |
Family
ID=61840897
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201711012155.7A Pending CN107905130A (en) | 2017-10-26 | 2017-10-26 | A kind of anti-Rolling Stone percussion mechanism of bridge pier based on waste and old Container Reconstruction |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN107905130A (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| DE102020131710A1 (en) | 2020-11-30 | 2022-06-02 | Trumer Schutzbauten Ges.M.B.H | protection |
Citations (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| KR20020005319A (en) * | 2000-07-10 | 2002-01-17 | 신훈 | Construction method of bridge pier with useless tire |
| CN101982612A (en) * | 2010-10-29 | 2011-03-02 | 中国科学院地质与地球物理研究所 | Method for manufacturing cushion pad layer of rock protective shed by utilizing waste tyres |
| JP2011084918A (en) * | 2009-10-14 | 2011-04-28 | Nihon Samicon Co Ltd | Rockfall preventive guard structure |
| CN105568871A (en) * | 2015-12-15 | 2016-05-11 | 中国人民解放军军事交通学院 | Method for building temporary abutment of emergency bridge by using containers |
| CN105568805A (en) * | 2015-12-15 | 2016-05-11 | 中国人民解放军军事交通学院 | Method for repairing line embankment along river based on container |
| CN106894330A (en) * | 2017-02-10 | 2017-06-27 | 合肥学院 | Pier rolling stone impact resisting device based on waste tires and construction method thereof |
| CN107090791A (en) * | 2017-06-14 | 2017-08-25 | 合肥学院 | A kind of anti-Rolling Stone crash device of mountain area bridge pier and its construction method |
| CN208395702U (en) * | 2017-10-26 | 2019-01-18 | 合肥学院 | A kind of anti-Rolling Stone percussion mechanism of bridge pier based on waste and old Container Reconstruction |
-
2017
- 2017-10-26 CN CN201711012155.7A patent/CN107905130A/en active Pending
Patent Citations (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| KR20020005319A (en) * | 2000-07-10 | 2002-01-17 | 신훈 | Construction method of bridge pier with useless tire |
| JP2011084918A (en) * | 2009-10-14 | 2011-04-28 | Nihon Samicon Co Ltd | Rockfall preventive guard structure |
| CN101982612A (en) * | 2010-10-29 | 2011-03-02 | 中国科学院地质与地球物理研究所 | Method for manufacturing cushion pad layer of rock protective shed by utilizing waste tyres |
| CN105568871A (en) * | 2015-12-15 | 2016-05-11 | 中国人民解放军军事交通学院 | Method for building temporary abutment of emergency bridge by using containers |
| CN105568805A (en) * | 2015-12-15 | 2016-05-11 | 中国人民解放军军事交通学院 | Method for repairing line embankment along river based on container |
| CN106894330A (en) * | 2017-02-10 | 2017-06-27 | 合肥学院 | Pier rolling stone impact resisting device based on waste tires and construction method thereof |
| CN107090791A (en) * | 2017-06-14 | 2017-08-25 | 合肥学院 | A kind of anti-Rolling Stone crash device of mountain area bridge pier and its construction method |
| CN208395702U (en) * | 2017-10-26 | 2019-01-18 | 合肥学院 | A kind of anti-Rolling Stone percussion mechanism of bridge pier based on waste and old Container Reconstruction |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| DE102020131710A1 (en) | 2020-11-30 | 2022-06-02 | Trumer Schutzbauten Ges.M.B.H | protection |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN207392069U (en) | A kind of Falling Rocks guard system | |
| CN1837506B (en) | Construction method for excavating box-shape structure over an operating tunnel | |
| CN207314069U (en) | A kind of Bridgehead by Blastig structure backfilled using EPS and solidified fly ash combination | |
| US20050262794A1 (en) | Civil engineering structure, individual construction element and method for reinforcing such a structure | |
| CN105603893B (en) | Tunnel face flexibility nose-shaped Rolling Stone row leads shed hole structure body and its design method | |
| CN203821187U (en) | Penn's cage composite roadbed structure | |
| CN107142926B (en) | The supratectal steel trestle steel-pipe pile antiscour construction method of shallow water riverbed thickness erratic boulder | |
| Yang et al. | Deformation of deep and large foundation pit in soft soil of Fuzhou Subway | |
| CN105568805A (en) | Method for repairing line embankment along river based on container | |
| CN110080051A (en) | A kind of soil engineering bag bridge-type embankment structure and its construction method | |
| CN101705695B (en) | Ecological bag reinforced retaining wall | |
| CN106168031B (en) | Multifunctional steel sheet pile cofferdam | |
| CN106894330B (en) | Pier rolling stone impact resisting device based on waste tires and construction method thereof | |
| CN208395702U (en) | A kind of anti-Rolling Stone percussion mechanism of bridge pier based on waste and old Container Reconstruction | |
| EP2113356A1 (en) | Process for closing orifices and/or protecting structures by reusing end-of-life tyres | |
| CN204551491U (en) | A kind of side slope protection greening structure | |
| CN208456610U (en) | A kind of open cut tunnel composite structure for tunnel portal section complicated geological | |
| CN107905130A (en) | A kind of anti-Rolling Stone percussion mechanism of bridge pier based on waste and old Container Reconstruction | |
| CN214992786U (en) | Municipal administration road design road surface domatic structure | |
| CN205999849U (en) | A kind of highlight lines frigid mountainous areas highway cutting gradient slope ecological protection system | |
| CN111636894A (en) | Open cut tunnel structure of high and steep slope tunnel portal and method for preventing avalanche falling of rocks | |
| CN107938612B (en) | A kind of mud-rock flow gravity type blocking dam group based on waste and old Container Reconstruction | |
| CN107740381A (en) | A kind of opened debris flow blocking dam set based on waste and old Container Reconstruction | |
| CN207552833U (en) | A kind of elevated bridge basal perimeter ground road structure | |
| CN207228152U (en) | A kind of H type pile plate wall for reinforcing unstable slope |
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 |