CN211773853U - Retaining wall supporting and retaining structure - Google Patents
Retaining wall supporting and retaining structure Download PDFInfo
- Publication number
- CN211773853U CN211773853U CN201922261390.9U CN201922261390U CN211773853U CN 211773853 U CN211773853 U CN 211773853U CN 201922261390 U CN201922261390 U CN 201922261390U CN 211773853 U CN211773853 U CN 211773853U
- Authority
- CN
- China
- Prior art keywords
- retaining
- grade beam
- pile
- retaining wall
- vertical
- 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.)
- Active
Links
Images
Landscapes
- Devices Affording Protection Of Roads Or Walls For Sound Insulation (AREA)
Abstract
The utility model provides a barricade retaining structure, including a fender pile, bracing component and longitudinal arrangement's vertical grade beam, a fender pile is including burying deeply in the built-in section of rock stratum or/and soil layer and the cantilever section on upper portion, adjacent be provided with the barricade between the cantilever section, vertical grade beam level sets up, vertical grade beam is located a fender pile one side, vertical grade beam and a fender pile parallel arrangement on the horizontal plane, bracing component one end is connected the other end with vertical floorbar and is set up on the cantilever section. By using the structure, the stress condition of the cantilever pile is improved, the deformation of the side slope retaining wall is controlled, and the safety and the economy of the side slope retaining wall are further improved.
Description
Technical Field
The utility model relates to an engineering construction technical field, concretely relates to barricade retaining structure.
Background
The filling retaining wall mostly adopts a supporting and retaining structure such as a gravity retaining wall, a balance weight retaining wall, a cantilever pile and the like. When the cantilever pile structure is adopted, the cantilever members are poor in bending resistance and deformation resistance and are easy to break to cause collapse, and in order to meet the requirements of the retaining wall on stress and deformation, the structure size and the reinforcing bars are increased frequently, so that the engineering investment is increased.
SUMMERY OF THE UTILITY MODEL
In view of this, the to-be-solved problem of the utility model is to provide a retaining wall props up fender structure, uses this structure to control the deformation of side slope retaining wall, has improved the atress condition of cantilever pile, and then has increased the security and the economic nature of side slope retaining wall.
The utility model discloses an above-mentioned technical problem is solved to following technical means: the utility model provides a barricade props up fender structure, including propping up fender pile, bracing member and longitudinal arrangement's vertical grade beam, prop up fender pile including bury deeply in the built-in section of rock stratum or/and soil layer and the cantilever section on upper portion, adjacent be provided with the barricade between the cantilever section, vertical grade beam level sets up, vertical grade beam is located a fender pile one side, vertical grade beam level sets up, vertical grade beam and fender pile parallel arrangement on the horizontal plane, bracing member one end is connected the other end with vertical grade beam and is set up in the cantilever section.
Furthermore, the bracing is located a fender pile and keeps away from side slope one side, still be provided with horizontal grade beam between vertical grade beam and a fender pile, horizontal grade beam and vertical grade beam set up on same horizontal plane, just the basement of vertical grade beam and horizontal grade beam all is located rock stratum or/and soil layer, the both ends of horizontal grade beam are connected with vertical grade beam and embedded section are perpendicular respectively.
Furthermore, a front row of supporting columns are further arranged below the longitudinal ground beam, the front row of supporting columns are arranged in parallel with the supporting piles in the vertical direction, and the front row of supporting columns are arranged perpendicular to the longitudinal ground beam in the vertical direction.
Furthermore, the inclined strut members correspond to the support piles one by one, the transverse ground beams correspond to the support piles one by one, and the front-row support columns correspond to the transverse ground beams one by one.
Further, an oblique ground beam is further arranged on the horizontal plane between the longitudinal ground beam and the retaining piles, and the oblique ground beam is arranged between every two adjacent transverse ground beams.
Further, still be provided with a plurality of intermediate strut posts below the slant ground beam, the high difference of intermediate strut post, just intermediate strut post is lower the more is close to a fender pile height.
Further, the diameters of the plurality of intermediate support columns are different, and the diameters of the intermediate support columns are smaller when the intermediate support columns are closer to the retaining pile.
Further, the bracing component is located a fender pile and is close to side slope one side, pre-buried in the bracing component has the prestressing force pipeline, the prestressing force pipeline passes the barricade, it has the anchor rope to run through in the hole of prestressing force pipeline, rock stratum is gone into in the anchor rope one end anchor, be provided with the anchor head after the other end of anchor rope passes the barricade.
According to the above technical scheme, the beneficial effects of the utility model are that: the utility model provides a barricade props up fender structure, including propping up fender pile, bracing member and longitudinal arrangement's vertical grade beam, prop up fender pile including bury deeply in the built-in section of rock stratum or/and soil layer and the cantilever section on upper portion, adjacent be provided with the barricade between the cantilever section, vertical grade beam level sets up, vertical grade beam is located a fender pile one side, vertical grade beam level sets up, vertical grade beam and fender pile parallel arrangement on the horizontal plane, bracing member one end is connected the other end with vertical grade beam and is set up in the cantilever section. By using the structure, the stress condition of the cantilever pile is improved, the deformation of the side slope retaining wall is controlled, and the safety and the economy of the side slope retaining wall are further improved.
Drawings
In order to more clearly illustrate the embodiments of the present invention or the technical solutions in the prior art, the drawings used in the embodiments or the technical solutions in the prior art will be briefly described below. Throughout the drawings, like elements or portions are generally identified by like reference numerals. In the drawings, elements or portions are not necessarily drawn to scale.
Fig. 1 is a three-dimensional structure diagram of a retaining wall retaining structure according to a second embodiment of the present invention;
FIG. 2 is a top view of the retaining wall retaining structure shown in FIG. 1;
FIG. 3 is a left side view of the retaining wall retaining structure shown in FIG. 1;
fig. 4 is a three-dimensional structure diagram of a retaining wall retaining structure according to a third embodiment of the present invention;
FIG. 5 is a top view of the retaining wall retaining structure shown in FIG. 4;
fig. 6 is a three-dimensional structure diagram of a retaining wall retaining structure according to a fourth embodiment of the present invention;
FIG. 7 is a top view of the retaining wall retaining structure shown in FIG. 5;
fig. 8 is a perspective view of a retaining wall retaining structure according to an embodiment of the present invention;
fig. 9 is a cross-sectional view of a retaining wall retaining structure according to an embodiment of the present invention.
Reference numerals:
1-supporting a retaining pile; 2-a diagonal bracing member; 3-longitudinal ground beam; 4-transverse ground beam; 5-front row of support columns; 11-a cantilever section; 12-an embedding section; 13-retaining wall; 14-reinforcing stringers; 41-oblique ground beam; 42-intermediate support columns; 21-a prestressed pipe; 22-anchor cable.
Detailed Description
Embodiments of the present invention will be described in detail below with reference to the accompanying drawings. The following examples are only for illustrating the technical solutions of the present invention more clearly, and therefore are only examples, and the protection scope of the present invention is not limited thereby.
It should be noted that the embodiments and features of the embodiments in the present application may be combined with each other without conflict.
In the description of the application, it is to be understood that the terms "central," "longitudinal," "lateral," "upper," "lower," "front," "rear," "left," "right," "vertical," "horizontal," "top," "bottom," "inner," "outer," and the like are used in the orientation or positional relationship indicated in the drawings for convenience in describing the application and for simplicity in description, and are not intended to indicate or imply that the referenced devices or elements must have a particular orientation, be constructed in a particular orientation, and be operated in a particular manner, and are not to be considered limiting of the application. Furthermore, the terms "first", "second", etc. are used for descriptive purposes only and are not to be construed as indicating or implying relative importance or implicitly indicating the number of technical features indicated. Thus, a feature defined as "first," "second," etc. may explicitly or implicitly include one or more of that feature. In the description of the present application, "a plurality" means two or more unless otherwise specified.
In the description of the present application, it is to be noted that, unless otherwise explicitly specified or limited, the terms "mounted," "connected," and "connected" are to be construed broadly, e.g., as meaning either a fixed connection, a removable connection, or an integral connection; can be mechanically or electrically connected; they may be connected directly or indirectly through intervening media, or they may be interconnected between two elements. The specific meaning of the above terms in the present application can be understood by those of ordinary skill in the art through specific situations.
The first embodiment, please refer to fig. 8, the utility model provides a retaining wall retaining structure, including retaining pile 1, bracing member 2 and longitudinal arrangement's vertical grade beam 3, retaining pile 1 is including burying deeply in rock stratum or/and soil layer inlay solid section 12 and cantilever section 11 on upper portion, and is adjacent be provided with the barricade between the cantilever section, 3 level settings on vertical grade beam, vertical grade beam 3 is located retaining pile 1 one side, vertical grade beam 3 is on the horizontal plane with retaining pile 1 parallel arrangement, 2 one end of bracing member is connected the other end with vertical grade beam and is set up on cantilever section 11. The inclined strut member 2 can be provided with inclined strut beams and/or inclined strut plates, the cantilever sections 11 are supported through the inclined strut beams and/or the inclined strut plates, and the stress condition of the cantilever sections 11 is improved, so that the deformation of the side slope retaining wall is controlled, and the safety of the side slope retaining wall is improved. Preferably, the retaining wall is further provided with a reinforcing longitudinal beam 14, the reinforcing longitudinal beam is arranged at the connecting position of the cantilever section and the inclined strut member and/or the top end of the cantilever section, and the reinforcing longitudinal beam is horizontally arranged and is perpendicular to the cantilever section, so that the strength of the retaining wall is further enhanced.
As a further improvement to the above technical solution, the inclined strut is located on one side of the retaining pile far from the side slope, a transverse ground beam 4 is further disposed between the longitudinal ground beam 3 and the retaining pile 1, the transverse ground beam 4 and the longitudinal ground beam 3 are disposed on the same horizontal plane, the bases of the longitudinal ground beam 3 and the transverse ground beam 4 are both located on rock strata or/and soil layers, and two ends of the transverse ground beam 4 are respectively vertically connected with the longitudinal ground beam 3 and the embedded section 12. And a transverse ground beam 4 is also arranged between the longitudinal ground beam 3 and the retaining pile 1, so that the transverse ground beam 4, the longitudinal ground beam 3 and the cantilever section 11 form a triangle on the cross section to increase the stability of the transverse ground beam, further strengthen the stress performance of the cantilever section 11, enhance the stability of the supporting pile and prevent the filling side slope from deforming too much.
As a further improvement to the above technical solution, a front row of support columns 5 is further arranged below the longitudinal ground beam 3, the front row of support columns 5 is arranged in parallel with the support piles in the vertical direction, and the front row of support columns 5 is arranged perpendicular to the longitudinal ground beam 3 in the vertical direction. The front row of supporting columns 5 are arranged below the longitudinal beams, so that the stability of the longitudinal ground beam 3 in the transverse direction is improved, the stability of the inclined strut member 2 is stronger, and the support to the cantilever section 11 is more stable.
As a further improvement to the above technical solution, the inclined strut members 2 correspond to the retaining piles 1 one to one, the transverse ground beams 4 correspond to the retaining piles 1 one to one, and the front row of support columns 5 correspond to the transverse ground beams 4 one to one. Each supporting and blocking pile 1 is correspondingly provided with one inclined strut member 2 and one transverse ground beam 4, so that each supporting and blocking pile 1 can be supported by the inclined strut member 2 and the transverse ground beam 4, and stability and rigidity are guaranteed.
In the second embodiment, referring to fig. 1 to 3, an oblique ground beam 41 is further disposed on a horizontal plane between the longitudinal ground beam 3 and the retaining pile 1, and the oblique ground beam 41 is disposed between every two adjacent transverse ground beams 4. Two oblique ground beams 41 are arranged between every two adjacent transverse ground beams 4, and the two oblique ground beams 41 are arranged in a crossed manner. One end of each oblique ground beam 41 is connected with the retaining pile 1 and the transverse ground beam 4 at the same time, and the other end is connected with the other adjacent transverse ground beam 4 and the longitudinal ground beam 3 at the same time. The diagonal ground beams 41 are provided for enhancing the rigidity and stability of the longitudinal ground beams 3 and the lateral ground beams 4 in the horizontal plane.
As a further improvement to the above technical solution, a plurality of intermediate support columns 42 are further disposed below the oblique ground beam 41, the heights of the intermediate support columns 42 are different, and the height of the intermediate support column 42 is lower as it is closer to the retaining pile 1. The diameters of the plurality of intermediate support columns are different, and the diameters of the intermediate support columns are smaller when the intermediate support columns are closer to the retaining pile. The middle support column 42 is arranged below the oblique ground beam 41, so that the rigidity of the oblique ground beam 41 in the transverse direction is further enhanced, the rigidity is larger, and the stability is better.
In the third embodiment, as shown in fig. 4 to 5, an oblique ground beam 41 is further disposed between the longitudinal ground beam 3 and the retaining pile 1 on the horizontal plane, and the oblique ground beam 41 is disposed between every two adjacent transverse ground beams 4. An oblique ground beam 41 is arranged between every two adjacent transverse ground beams 4, one end of each oblique ground beam 41 is simultaneously connected with the retaining pile 1 and the transverse ground beam 4, and the other end of each oblique ground beam 41 is simultaneously connected with the other adjacent transverse ground beam 4 and the longitudinal ground beam 3. Two adjacent oblique ground beams 41 are continuously arranged.
In the fourth embodiment, as shown in fig. 6 to 7, an oblique ground beam 41 is further disposed between the longitudinal ground beam 3 and the retaining pile 1 in the horizontal plane, and the oblique ground beam 41 is disposed between every two adjacent transverse ground beams 4. An oblique ground beam 41 is arranged between every two adjacent transverse ground beams 4, one end of each oblique ground beam 41 is simultaneously connected with the retaining pile 1 and the transverse ground beam 4, and the other end of each oblique ground beam 41 is simultaneously connected with the other adjacent transverse ground beam 4 and the longitudinal ground beam 3. All the oblique ground beams 41 are arranged in parallel.
In a fifth embodiment, as shown in fig. 9, the inclined strut member is located on one side of the retaining pile close to the side slope, a prestressed pipe is pre-embedded in the inclined strut member, the prestressed pipe passes through the retaining wall, an anchor rope penetrates through an inner hole of the prestressed pipe, one end of the anchor rope is anchored into the rock stratum, and an anchor head is arranged at the other end of the anchor rope after the other end of the anchor rope passes through the retaining wall. The inclined strut member is made to face the side slope to the earth, a prestressed pipeline is reserved in the inclined strut, an anchor cable penetrates through an inner hole of the prestressed pipeline, and then the prestressed anchor cable is tensioned. And pre-burying a prestressed pipeline in each inclined strut member, constructing an anchor rope in each inclined strut member when backfilling the top of each inclined strut member, and then sealing the anchor until the top of the retaining wall is formed. The structure can increase the supporting and retaining height of the retaining wall, so that the supporting and retaining structure has stronger capacity.
Finally, it should be noted that: the above embodiments are only used to illustrate the technical solution of the present invention, and not to limit the same; although the present invention has been described in detail with reference to the foregoing embodiments, it should be understood by those skilled in the art that: the technical solutions described in the foregoing embodiments may still be modified, or some or all of the technical features may be equivalently replaced; such modifications and substitutions do not substantially depart from the scope of the embodiments of the present invention, and are intended to be covered by the claims and the specification.
Claims (8)
1. The utility model provides a barricade props up fender structure which characterized in that: including a fender pile (1), bracing member (2) and longitudinal arrangement's vertical grade beam (3), a fender pile (1) is including burying in embedding section (12) and cantilever section (11) on upper portion of rock stratum or/and soil layer deeply, adjacent be provided with barricade (13) between the cantilever section, vertical grade beam (3) level sets up, vertical grade beam (3) are located a fender pile (1) one side, vertical grade beam (3) and a fender pile (1) parallel arrangement on the horizontal plane, bracing member (2) one end and longitudinal grade beam are connected the other end and are set up on cantilever section (11).
2. The retaining wall retaining structure according to claim 1, wherein: the inclined strut is located a fender pile and keeps away from side slope one side, still be provided with horizontal grade beam (4) between vertical grade beam (3) and fender pile (1), horizontal grade beam (4) set up on same horizontal plane with vertical grade beam (3), just the basement of vertical grade beam (3) and horizontal grade beam (4) all is located rock stratum or/and soil layer, the both ends of horizontal grade beam (4) are connected perpendicularly with vertical grade beam (3) and embedded section (12) respectively.
3. The retaining wall retaining structure according to claim 2, wherein: the supporting structure is characterized in that a front row of supporting columns (5) are further arranged below the longitudinal ground beam (3), the front row of supporting columns (5) are arranged in parallel with the supporting piles in the vertical direction, and the front row of supporting columns (5) are arranged in the vertical direction and perpendicular to the longitudinal ground beam (3).
4. The retaining wall retaining structure according to claim 3, wherein: the inclined strut members (2) are in one-to-one correspondence with the retaining piles (1), the transverse ground beams (4) are in one-to-one correspondence with the retaining piles (1), and the front-row supporting columns (5) are in one-to-one correspondence with the transverse ground beams (4).
5. The retaining wall retaining structure according to claim 4, wherein: an oblique ground beam (41) is further arranged on the horizontal plane between the longitudinal ground beam (3) and the retaining pile (1), and the oblique ground beam (41) is arranged between every two adjacent transverse ground beams (4).
6. The retaining wall retaining structure according to claim 5, wherein: still be provided with a plurality of intermediate strut posts (42) below slant ground beam (41), the height difference of intermediate strut post (42), just intermediate strut post (42) is lower more being close to fender pile (1) height.
7. The retaining wall retaining structure according to claim 6, wherein: the diameters of the plurality of intermediate support columns are different, and the diameters of the intermediate support columns are smaller when the intermediate support columns are closer to the retaining pile.
8. The retaining wall retaining structure according to claim 1, wherein: the bracing component is located a fender pile and is close to side slope one side, pre-buried in the bracing component has the prestressing force pipeline, the prestressing force pipeline passes the barricade, it has the anchor rope to run through in the hole of prestressing force pipeline, rock stratum is gone into in anchor rope one end anchor, the other end of anchor rope is provided with the anchor head after passing the barricade.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201922261390.9U CN211773853U (en) | 2019-12-17 | 2019-12-17 | Retaining wall supporting and retaining structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201922261390.9U CN211773853U (en) | 2019-12-17 | 2019-12-17 | Retaining wall supporting and retaining structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN211773853U true CN211773853U (en) | 2020-10-27 |
Family
ID=72982700
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201922261390.9U Active CN211773853U (en) | 2019-12-17 | 2019-12-17 | Retaining wall supporting and retaining structure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN211773853U (en) |
Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN113356240A (en) * | 2021-06-04 | 2021-09-07 | 四川省公路规划勘察设计研究院有限公司 | Micro-pile combined supporting and retaining structure of high-connection beam |
| CN114718008A (en) * | 2022-03-30 | 2022-07-08 | 盐城市水利勘测设计研究院有限公司 | Bulkhead type retaining structure with combination of fork piles and unloading plates and construction method |
| CN114855816A (en) * | 2022-04-28 | 2022-08-05 | 中建二局第一建筑工程有限公司 | Pile plate retaining wall combined supporting structure for building engineering |
| CN115305950A (en) * | 2022-07-26 | 2022-11-08 | 中国中材国际工程股份有限公司 | Assembled cantilever retaining wall and mounting method thereof |
| CN117027023A (en) * | 2023-10-10 | 2023-11-10 | 中国铁道科学研究院集团有限公司铁道建筑研究所 | High-position high-steep suspension type dangerous rock truss light supporting structure and construction method thereof |
-
2019
- 2019-12-17 CN CN201922261390.9U patent/CN211773853U/en active Active
Cited By (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN113356240A (en) * | 2021-06-04 | 2021-09-07 | 四川省公路规划勘察设计研究院有限公司 | Micro-pile combined supporting and retaining structure of high-connection beam |
| CN114718008A (en) * | 2022-03-30 | 2022-07-08 | 盐城市水利勘测设计研究院有限公司 | Bulkhead type retaining structure with combination of fork piles and unloading plates and construction method |
| CN114855816A (en) * | 2022-04-28 | 2022-08-05 | 中建二局第一建筑工程有限公司 | Pile plate retaining wall combined supporting structure for building engineering |
| CN115305950A (en) * | 2022-07-26 | 2022-11-08 | 中国中材国际工程股份有限公司 | Assembled cantilever retaining wall and mounting method thereof |
| CN117027023A (en) * | 2023-10-10 | 2023-11-10 | 中国铁道科学研究院集团有限公司铁道建筑研究所 | High-position high-steep suspension type dangerous rock truss light supporting structure and construction method thereof |
| CN117027023B (en) * | 2023-10-10 | 2023-12-15 | 中国铁道科学研究院集团有限公司铁道建筑研究所 | High-position high-steep suspension type dangerous rock truss light supporting structure and construction method thereof |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN211773853U (en) | Retaining wall supporting and retaining structure | |
| CN103572775B (en) | The construction method of half Retaining Wall of welding with filler wire | |
| CN209243910U (en) | A kind of side slope building structure | |
| CN112095632A (en) | Pile-arch combined retaining structure and construction method thereof | |
| CN105156111B (en) | The method for protecting support of high working face lane formula filling Striping noise | |
| CN207538068U (en) | A kind of high slope framed revetment | |
| CN113982004B (en) | Anchor cable-reinforced soil combined retaining member and construction method thereof | |
| JP5770155B2 (en) | Wall structure | |
| CN111576455A (en) | Umbrella-shaped supporting structure for slope prevention and control and construction method | |
| CN113216225A (en) | Hyperstatic protection structure for resisting high slope wall back filling pressure | |
| CN212388543U (en) | On-site fixing device for ultra-high cable wind rope | |
| CN212270687U (en) | Steel pipe support temporary pier for inclined main and auxiliary arch cross section | |
| CN210104765U (en) | High and large retaining structure of soft geological side slope | |
| CN211228589U (en) | Retaining structure | |
| CN210117729U (en) | Side slope slide-resistant wall structure | |
| CN212294704U (en) | Umbrella-shaped supporting structure for slope prevention and control | |
| CN111962686A (en) | Beam column structure for building and construction method thereof | |
| CN206986923U (en) | A kind of soft stratum spoil disposal area supporting and retaining system construction of prevention work structure | |
| CN113073670B (en) | Side mold structure of deep foundation and construction method thereof | |
| CN216948391U (en) | Newly-built building foundation structure beside built building | |
| CN214940315U (en) | A frame group of encorbelmenting for large-scale sectional type open caisson | |
| CN216974099U (en) | Utilize excavation supporting to set up scaffold frame construction structures | |
| CN212223898U (en) | A add protection architecture for foundation ditch enclosure | |
| CN220538699U (en) | Reinforced concrete core-filled retaining wall | |
| JP6557024B2 (en) | Construction method of anti-earth pressure structure |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant |