CN211872840U - Face combination retaining wall structure forever among urban hydraulic engineering - Google Patents
Face combination retaining wall structure forever among urban hydraulic engineering Download PDFInfo
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- CN211872840U CN211872840U CN201922390349.1U CN201922390349U CN211872840U CN 211872840 U CN211872840 U CN 211872840U CN 201922390349 U CN201922390349 U CN 201922390349U CN 211872840 U CN211872840 U CN 211872840U
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Abstract
The utility model discloses a face combination retaining wall structure forever among the urban hydraulic engineering. The concrete retaining wall comprises a reinforced concrete cast-in-place pile, a cement mixing pile, a reinforced concrete bearing platform, a gravity type (semi-gravity type) retaining wall, a reinforced concrete baffle or a reinforced concrete L-shaped retaining wall. The reinforced concrete cast-in-place pile is provided with a front row of reinforced concrete cast-in-place piles and a rear row of reinforced concrete cast-in-place piles. The reinforced concrete bearing platform is arranged on the top of the reinforced concrete cast-in-place pile and is combined with the front row of reinforced concrete cast-in-place piles and the rear row of reinforced concrete cast-in-place piles to form the rigid frame system double-row pile enclosure structure with large rigidity. The utility model can effectively reduce the land occupation of the excavation of the retaining wall, and has high comprehensive utilization degree; the front-row close-packed cast-in-place piles can be directly connected with the existing building, so that the influence on the existing building is effectively reduced, and the safety of the building is guaranteed; the double-row pile reinforced concrete bearing platform can be used as a platform for inlaying the retaining wall stones, so that construction is facilitated; the permanent retaining wall is combined with the temporary enclosing structure, and the engineering investment is saved.
Description
Technical Field
The utility model relates to a retaining wall structure especially relates to and faces combination retaining wall structure in the urban hydraulic engineering who is connected with current building forever.
Background
Often need use retaining wall structure in projects such as city hydraulic engineering's river course, pump station and sluice, generally adopt following several kinds of structural style: (1) a gravity retaining wall; (2) a semi-gravity retaining wall; (3) a cantilever-type retaining wall; (4) buttress retaining walls; (5) empty box retaining wall. In actual use, one or more retaining wall types are selected according to factors such as the height of the retaining wall, the foundation form, the engineering arrangement and the like.
With the development of social economy, the requirements for flood control and drainage in cities are higher and higher, and a lot of hydraulic engineering needs to be built in the centers or the periphery of the cities. Because the buildings around the project are dense, the whole planning of the city is limited or the red line range of the land is limited, the traditional slope-laying excavation occupies large land, and the construction is inconvenient when the surrounding field is narrow, after the enclosure structures such as steel sheet piles, cast-in-place piles, underground continuous walls and the like are adopted, the enclosure structures only have the function of temporary protection during the construction, and after the project is built, the enclosure structures are generally dismantled or discarded, and are not used as retaining wall structures, so the comprehensive utilization degree is not high.
Simultaneously, hydraulic engineering's upper and lower trip often need be connected with current river bank protection or bridge structures, and more current bank protection structure often need be demolishd to traditional connected mode, resumes current river course bank protection after the construction of new construction retaining wall is accomplished, and is great to current bank protection structure influence, if buildings such as next-door neighbour bridge, the linkage segment construction has certain safe influence to bridge structures.
SUMMERY OF THE UTILITY MODEL
An object of the utility model is to provide a retaining wall structure that permanent structure and interim envelope combine, when reducing the excavation and taking up an area of, utilize fender pile structure, reduce the engineering investment and to the influence of peripheral building.
The purpose of the utility model is realized through the following technical scheme: a permanent temporary combined retaining wall structure in urban hydraulic engineering mainly comprises a reinforced concrete cast-in-place pile, a cement mixing pile, a reinforced concrete bearing platform, a gravity type (semi-gravity type) retaining wall and a reinforced concrete baffle or a reinforced concrete L-shaped retaining wall; the reinforced concrete cast-in-place pile is provided with a front row of reinforced concrete cast-in-place piles and a rear row of reinforced concrete cast-in-place piles, the front row of reinforced concrete cast-in-place piles are densely arranged for retaining soil, and the rear row of reinforced concrete cast-in-place piles are arranged at intervals; the reinforced concrete bearing platform is arranged at the top of the reinforced concrete cast-in-place pile and is connected with the reinforced concrete cast-in-place pile into a whole through reinforcing steel bars, and the front row of reinforced concrete cast-in-place piles, the rear row of reinforced concrete cast-in-place piles and the reinforced concrete bearing platform form a rigid frame system double-row pile enclosure structure with large rigidity, so that the inner side of the enclosure structure is vertically excavated, and the occupied area of excavation is reduced; the gravity type (semi-gravity type) retaining wall is connected with the reinforced concrete bearing platform through a reserved inserted bar on the reinforced concrete bearing platform, the reinforced concrete baffle is arranged below the reinforced concrete bearing platform and on the water-facing side of the front row of reinforced concrete cast-in-place piles, and is connected with the front row of reinforced concrete cast-in-place piles and the reinforced concrete bearing platform through implanted bars and used for retaining soil and decorating surfaces; if the gravity type (semi-gravity type) retaining wall is high, a row of additional reinforced concrete cast-in-place piles can be additionally arranged on the river channel side, the reinforced concrete L-shaped retaining wall is arranged on the top of the additional reinforced concrete cast-in-place pile, the front row of reinforced concrete cast-in-place piles on the side close to water and below the reinforced concrete bearing platform, and the reinforced concrete L-shaped retaining wall, the additional reinforced concrete cast-in-place piles and the double-row pile enclosing structures are connected through reinforcing steel bars to form a stable structural system.
The gravity type (semi-gravity type) retaining wall can be backfilled with stone slag or earthwork, and the top surface can be provided with a railing, a green belt and the like.
The cement mixing pile is provided with a plurality of rows in front of the front row of reinforced concrete cast-in-place piles and is used for reinforcing the front driven area of the front row of reinforced concrete cast-in-place piles, and the cement mixing pile is provided with a row behind the front row of reinforced concrete cast-in-place piles and is used for preventing seepage and preventing soil leakage behind the front row of reinforced concrete cast-in-place piles.
The construction method of the permanent temporary combined retaining wall structure in the urban hydraulic engineering comprises the following steps:
s1, constructing a cement mixing pile and a reinforced concrete filling pile on a river bank or dry land, wherein the reinforced concrete filling pile can be drilled, rotary-drilled or impacted, is determined according to stratum characteristics, is determined according to calculation of the depth of a pile body, is adjusted according to the distance from an excavation slope line to a land acquisition red line, and the top end of the pile body extends to about a designed normal water level; the cement mixing pile can adopt a single shaft or a triaxial cement mixing pile, and under the condition allowed by a construction site, the triaxial cement mixing pile is recommended to be selected, so that the reinforcing and anti-seepage effects are better.
S2, placing a slope and excavating to the pile top elevation of the reinforced concrete cast-in-place pile, chiseling out a loose structure at the top of the pile body of the reinforced concrete cast-in-place pile, pouring a reinforced concrete bearing platform cushion layer, connecting cast-in-place pile reinforcing steel bars with bearing platform reinforcing steel bars, and pouring the reinforced concrete bearing platform to form the stable double-row pile enclosure structure.
And S3, excavating the soil body on the water-facing side of the reinforced concrete cast-in-place pile to a designed elevation, planting the reinforced concrete cast-in-place pile with the steel bars after removing the soil body between the pile bodies of the reinforced concrete cast-in-place pile, wherein the steel bars are used for connecting reinforced concrete baffles or L-shaped retaining wall steel bars, and the reinforced concrete baffles are poured between the pile bodies of the reinforced concrete cast-in-place pile and used for supporting and retaining the soil body behind the wall between the pile bodies of the reinforced concrete cast-. If need set up reinforced concrete L type barricade, reinforced concrete L type barricade is replaced the reinforced concrete baffle excavates the soil body to the design elevation that reinforced concrete bored concrete pile faced the water side, chisels the loose structure of attaching reinforced concrete bored concrete pile body top, pours L type barricade concrete cushion, carries out reinforced concrete bored concrete pile planting muscle after driving the soil body between the reinforced concrete bored concrete pile body for connect reinforced concrete L type barricade reinforcing bar, pours reinforced concrete L type barricade between the reinforced concrete bored concrete pile body and is used for retaining the wall back soil body between the reinforced concrete bored concrete pile body.
And S4, constructing a river channel bottom guard at the water side of the reinforced concrete cast-in-place pile, and after the river channel bottom guard is finished, supporting the bottom of the double-row pile enclosure structure.
And S5, constructing a gravity type or semi-gravity type retaining wall on the top of the reinforced concrete bearing platform, and meanwhile, carrying out stone veneering on the surface of the gravity type or semi-gravity type retaining wall by using the reinforced concrete bearing platform as a laying platform.
And S6, backfilling soil behind the wall of the gravity type or semi-gravity type retaining wall or backfilling stone slag, retaining wall coping and a guardrail structure, and paving a green belt on the filled soil according to landscape requirements.
The utility model has the advantages that:
(1) the utility model can effectively reduce the occupied area of the excavation of the retaining wall, and when the urban land is short, the removal is difficult and the surrounding buildings are dense, the utility model directly utilizes the enclosure structure as a part of the retaining wall, and the comprehensive utilization degree is high;
(2) the utility model can be directly connected with the existing building through the front row close-packed cast-in-place piles, and the excavation is not needed below the pile top, thereby reducing the influence on the existing building and ensuring the safety of the building;
(3) the reinforced concrete bearing platform of the double-row pile enclosure structure can be used as a platform for the facing of the retaining wall stones, and construction is convenient.
(4) The utility model discloses combine together permanent retaining wall and interim envelope, make full use of double row pile envelope has saved the engineering investment.
Drawings
Fig. 1 is a side view of a permanent combined retaining wall structure used in urban hydraulic engineering provided by embodiment 1 of the present invention;
FIG. 2 is a cross-sectional view taken along line I-I of FIG. 1;
FIG. 3 is a cross-sectional view II-II of FIG. 1;
fig. 4 is a side view of a permanent combined retaining wall structure used in urban hydraulic engineering provided by embodiment 2 of the present invention;
FIG. 5 is a cross-sectional view III-III of FIG. 4;
FIG. 6 is a cross-sectional view of the lines IV-IV of FIG. 4.
In the figure: 1-front row reinforced concrete filling pile; 2-back row reinforced concrete filling pile; 3-a reinforced concrete bearing platform; 4.1-gravity retaining wall; 4.2-half gravity type retaining wall; 5.1-reinforced concrete baffle; 5.2-reinforced concrete L-shaped retaining wall; 6-stone facing; 7-material stone topping; 8-a guardrail structure; 9.1-backfilling behind the wall; 9.2-backfilling stone slag behind the wall; 10-excavating surface; 11-adding a reinforced concrete filling pile; 12-a cushion of cushion cap concrete; 13-L-shaped retaining wall concrete cushion; 14-protecting the bottom of the river channel; 15-stirring the cement pile after the pile; and 16-cement mixing pile before pile.
Detailed Description
In order to make the objects, technical embodiments and advantages of the present invention more apparent, the present invention will be further described in detail with reference to the accompanying drawings and examples.
The utility model discloses a unilateral retaining wall structure can the exclusive use, also can both sides use simultaneously.
Example 1:
as shown in fig. 1-3, the main frame structure of the retaining wall of the present invention comprises front row reinforced concrete cast-in-place piles 1, rear row reinforced concrete cast-in-place piles 2, reinforced concrete bearing platforms 3, a gravity retaining wall 4.1, reinforced concrete baffles 5.1, front row reinforced concrete cast-in-place piles 1 arranged in close row, rear row reinforced concrete cast-in-place piles 2 arranged at intervals, reinforced concrete bearing platforms 3 arranged on the pile tops of the front row reinforced concrete cast-in-place piles 1 and the rear row reinforced concrete cast-in-place piles 2, the reinforced concrete retaining wall is integrally connected with a front row of reinforced concrete cast-in-place piles 1 and a rear row of reinforced concrete cast-in-place piles 2 through reinforcing steel bars to form a double-row pile enclosure structure, the gravity type retaining wall 4.1 is connected with a reinforced concrete bearing platform 3 through reserved inserted bars, and the reinforced concrete baffle 5.1 is arranged below the reinforced concrete bearing platform 3 and on the water side of the front row of reinforced concrete cast-in-place piles 1 and connected with the front row of reinforced concrete cast-in-place piles 1 and the reinforced concrete bearing platform 3 through embedded bars. The post-pile cement mixing pile 15 is arranged on the back water side of the front row reinforced concrete cast-in-place pile 1 and mainly used for preventing seepage and soil leakage; the cement mixing pile 16 in front of the pile is arranged on the water facing side of the reinforced concrete cast-in-place pile 1 in the front row and mainly used for reinforcing a passive area.
Example 2:
as shown in fig. 4 to 6, unlike embodiment 1, a half-gravity retaining wall 4.2 is provided in this embodiment instead of the gravity retaining wall 4.1 in embodiment 1; the reinforced concrete L-shaped retaining wall 5.2 is arranged to replace the reinforced concrete baffle 5.1 in the embodiment 1, a row of additional reinforced concrete cast-in-place piles 11 are additionally arranged on the river side, and the reinforced concrete L-shaped retaining wall 5.2 is arranged on the pile top of the additional reinforced concrete cast-in-place piles 11, on the waterside side of the front row of reinforced concrete cast-in-place piles 1 and below the reinforced concrete bearing platform 3.
As shown in fig. 1 to 6, the retaining wall structure of the present invention provided in embodiments 1 and 2 has the following construction method:
s1, constructing cement mixing piles and reinforced concrete cast-in-place piles on a river bank or dry land, wherein the reinforced concrete cast-in-place piles are preferably drilled cast-in-place piles, the pile diameter is 1.0m, the front row of reinforced concrete cast-in-place piles 1 are arranged at intervals of 1.2m, the intervals between the rear row of reinforced concrete cast-in-place piles 2 and the additional reinforced concrete cast-in-place piles 11 (if needed) are determined according to calculation, the concrete grade of a pile body is not lower than C25, the depth of the pile body is determined according to calculation, the top end extends to the left and right of a designed normal water level, and the distance between an excavation slope-releasing; when the cement mixing pile construction site allows, the preferred triaxial cement mixing pile of chooseing for use, specification D85cm @60cm, pile length 6m, one row is established to cement mixing pile 15 behind the stake, and 16 rows of cement mixing piles are confirmed according to retaining wall overall structure height calculation before the stake.
S2, according to the design of the excavation surface 10, slope excavation is carried out to the pile top elevation of the reinforced concrete cast-in-place pile, the slope of the excavation surface 10 is determined according to geological conditions, loose structures at the top of pile bodies of the front row of reinforced concrete cast-in-place piles 1 and the rear row of reinforced concrete cast-in-place piles 2 are chiseled, a bearing platform concrete cushion layer 12 is poured, reinforcing steel bars of the front row of reinforced concrete cast-in-place piles 1 and the rear row of reinforced concrete cast-in-place piles 2 are connected with reinforcing steel bars of the reinforced concrete bearing platform 3, and the reinforced concrete bearing platform 3 is poured to form a stable double. The concrete strength grade of the reinforced concrete bearing platform 3 is C30, and the concrete strength grade of the bearing platform concrete cushion layer 12 is C15.
And S3, excavating soil bodies on the water-facing side of the front row of reinforced concrete cast-in-place piles 1 to a designed elevation, clearing the soil bodies among the pile bodies of the front row of reinforced concrete cast-in-place piles 1, constructing the embedded bars of the front row of reinforced concrete cast-in-place piles 1, and pouring reinforced concrete baffles 5.1 among the pile bodies of the front row of reinforced concrete cast-in-place piles 1 for supporting and blocking the soil bodies behind the wall among the pile bodies of the front row of reinforced concrete cast-in-place piles 1. If a reinforced concrete L-shaped retaining wall 5.2 needs to be arranged, the reinforced concrete L-shaped retaining wall 5.2 is used for replacing a reinforced concrete baffle 5.1, the soil body on the water-facing side of the front row of reinforced concrete cast-in-place piles 1 is excavated to a designed elevation, a loose structure at the top of the pile body of the additional reinforced concrete cast-in-place pile 11 is chiseled off, an L-shaped retaining wall concrete cushion layer 13 is poured, the steel bars of the front row of reinforced concrete cast-in-place piles 1 are planted after the soil body between the pile bodies of the front row of reinforced concrete cast-in-place piles 1 is removed, the steel bars of the reinforced concrete cast-in-place piles 1 are used for connecting the reinforced concrete L-shaped retaining wall 5.2, and the reinforced concrete L-shaped retaining wall 5.2 is poured; the concrete strength grades of the reinforced concrete baffle 5.1 and the reinforced concrete L-shaped retaining wall 5.2 are C30.
S4, constructing a river channel bottom guard 14 on the water side of the concrete cast-in-place pile, and after the river channel bottom guard 14 is completed, forming the bottom support of the double-row pile enclosure structure.
S5, constructing a gravity type retaining wall 4.1 or a half-gravity type retaining wall 4.2 on the top of the reinforced concrete bearing platform 3, reserving inserted bars on the top of the reinforced concrete bearing platform 3, and performing chiseling treatment within the range of the gravity type retaining wall 4.1 or the half-gravity type retaining wall 4.2 so as to connect the gravity type retaining wall 4.1 or the half-gravity type retaining wall 4.2; and constructing a material stone veneer 6 on the surface of the gravity type retaining wall 4.1 or the semi-gravity type retaining wall 4.2 by using the reinforced concrete bearing platform 3 as a laying platform.
And S6, constructing the back backfill 9.1 of the gravity type retaining wall 4.1 or the half-gravity type retaining wall 4.2 or backfilling 9.2 of the stone residue behind the wall, and paving a stone coping 7 and a guardrail structure 8 on the top surface of the gravity type retaining wall 4.1 or the half-gravity type retaining wall 4.2. And (3) paving a green belt on the backfill soil 9.1 behind the wall or the backfill stone residue 9.2 behind the wall according to landscape requirements.
The above embodiments are described with reference to the accompanying drawings, but the scope of the invention is not limited thereto, and it should be noted that, for those skilled in the art, the technical solutions obtained by equivalent replacement or equivalent transformation without departing from the spirit of the invention, all of which belong to the protection scope of the invention.
Claims (8)
1. Face combination retaining wall structure forever among the urban hydraulic engineering, its characterized in that: the reinforced concrete retaining wall comprises a reinforced concrete cast-in-place pile, a reinforced concrete bearing platform, a gravity type retaining wall and a reinforced concrete baffle; the reinforced concrete cast-in-place piles are provided with front rows of reinforced concrete cast-in-place piles and rear rows of reinforced concrete cast-in-place piles, the front rows of reinforced concrete cast-in-place piles are densely arranged for retaining soil, and the rear rows of reinforced concrete cast-in-place piles are arranged at intervals; the reinforced concrete bearing platform is arranged at the pile top of the reinforced concrete cast-in-place pile and is connected with the reinforced concrete cast-in-place pile into a whole through a steel bar; the front row of reinforced concrete cast-in-place piles, the rear row of reinforced concrete cast-in-place piles and the reinforced concrete bearing platform form a rigid frame system double-row pile enclosure structure with large rigidity; the gravity type retaining wall is connected with the reinforced concrete bearing platform through a reserved joint bar on the reinforced concrete bearing platform; the reinforced concrete baffle is arranged below the reinforced concrete bearing platform and on the water-facing side of the front row of reinforced concrete cast-in-place piles and is connected with the front row of reinforced concrete cast-in-place piles and the reinforced concrete bearing platform through the implanted bars.
2. Face combination retaining wall structure forever among the urban hydraulic engineering, its characterized in that: the reinforced concrete retaining wall comprises a reinforced concrete cast-in-place pile, a reinforced concrete bearing platform, a semi-gravity retaining wall, an additional reinforced concrete cast-in-place pile and a reinforced concrete L-shaped retaining wall; the reinforced concrete cast-in-place piles are provided with front rows of reinforced concrete cast-in-place piles and rear rows of reinforced concrete cast-in-place piles, the front rows of reinforced concrete cast-in-place piles are densely arranged for retaining soil, and the rear rows of reinforced concrete cast-in-place piles are arranged at intervals; the reinforced concrete bearing platform is arranged at the pile top of the reinforced concrete cast-in-place pile and is connected with the reinforced concrete cast-in-place pile into a whole through a steel bar; the front row of reinforced concrete cast-in-place piles, the rear row of reinforced concrete cast-in-place piles and the reinforced concrete bearing platform form a rigid frame system double-row pile enclosure structure with large rigidity; the semi-gravity retaining wall is connected with the reinforced concrete bearing platform through a reserved dowel bar on the reinforced concrete bearing platform; the additional reinforced concrete cast-in-place pile is arranged on the river side, the reinforced concrete L-shaped retaining wall is arranged on the pile top of the additional reinforced concrete cast-in-place pile, the water side of the front row of reinforced concrete cast-in-place piles and the lower side of the reinforced concrete bearing platform, and the reinforced concrete L-shaped retaining wall and the double-row pile enclosure structure are connected through the steel bars to form a stable structural system.
3. The civil water conservancy project faces combination retaining wall structure forever in according to claim 1, characterized in that: and a plurality of rows of cement mixing piles are arranged in front of the front row of reinforced concrete cast-in-place piles, and a row of cement mixing piles is arranged behind the front row of reinforced concrete cast-in-place piles.
4. The civil water conservancy project faces combination retaining wall structure forever in according to claim 2, characterized in that: and a plurality of rows of cement mixing piles are arranged in front of the front row of reinforced concrete cast-in-place piles, and a row of cement mixing piles is arranged behind the front row of reinforced concrete cast-in-place piles.
5. The civil water conservancy project faces combination retaining wall structure forever in according to claim 1, characterized in that: and stone slag or earthwork is backfilled behind the gravity type retaining wall.
6. The civil water conservancy project faces combination retaining wall structure forever in according to claim 2, characterized in that: and stone slag or earthwork is backfilled behind the semi-gravity retaining wall.
7. The civil water conservancy project faces combination retaining wall structure forever in according to claim 1, characterized in that: the gravity type retaining wall top surface is provided with railing and greenbelt, and gravity type retaining wall surface is provided with the material stone facing.
8. The civil water conservancy project faces combination retaining wall structure forever in according to claim 2, characterized in that: the semi-gravity retaining wall is characterized in that a railing and a green belt are arranged on the top surface of the semi-gravity retaining wall, and a material stone inlaid surface is arranged on the surface of the semi-gravity retaining wall.
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| CN201922390349.1U CN211872840U (en) | 2019-12-27 | 2019-12-27 | Face combination retaining wall structure forever among urban hydraulic engineering |
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Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111042053A (en) * | 2019-12-27 | 2020-04-21 | 浙江省水利水电勘测设计院 | Permanent temporary combined retaining wall structure in urban hydraulic engineering and construction method thereof |
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Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111042053A (en) * | 2019-12-27 | 2020-04-21 | 浙江省水利水电勘测设计院 | Permanent temporary combined retaining wall structure in urban hydraulic engineering and construction method thereof |
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Address after: 310002, No. 66, Funing lane, Shangcheng District, Zhejiang, Hangzhou Patentee after: Zhejiang water resources and Hydropower Survey and Design Institute Co.,Ltd. Address before: 310002, No. 66, Funing lane, Shangcheng District, Zhejiang, Hangzhou Patentee before: ZHEJIANG DESIGN INSTITUTE OF WATER CONSERVANCY & HYDROELECTRIC POWER |