CN112593527A - Hydraulic engineering cantilever ecological hydraulic retaining wall structure - Google Patents
Hydraulic engineering cantilever ecological hydraulic retaining wall structure Download PDFInfo
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- CN112593527A CN112593527A CN202011412098.3A CN202011412098A CN112593527A CN 112593527 A CN112593527 A CN 112593527A CN 202011412098 A CN202011412098 A CN 202011412098A CN 112593527 A CN112593527 A CN 112593527A
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- 230000003014 reinforcing effect Effects 0.000 claims abstract description 32
- 229910001294 Reinforcing steel Inorganic materials 0.000 claims abstract description 5
- 239000011449 brick Substances 0.000 claims description 44
- 229910000831 Steel Inorganic materials 0.000 claims description 18
- 239000010959 steel Substances 0.000 claims description 18
- 230000000694 effects Effects 0.000 abstract description 13
- 230000002787 reinforcement Effects 0.000 description 9
- 230000008093 supporting effect Effects 0.000 description 8
- 230000000087 stabilizing effect Effects 0.000 description 6
- 230000007246 mechanism Effects 0.000 description 5
- 238000010276 construction Methods 0.000 description 4
- 238000007789 sealing Methods 0.000 description 4
- 239000002689 soil Substances 0.000 description 4
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 4
- 239000004567 concrete Substances 0.000 description 3
- 238000004519 manufacturing process Methods 0.000 description 3
- 230000006872 improvement Effects 0.000 description 2
- 238000009434 installation Methods 0.000 description 2
- 230000004048 modification Effects 0.000 description 2
- 238000012986 modification Methods 0.000 description 2
- 239000011150 reinforced concrete Substances 0.000 description 2
- 208000028804 PERCHING syndrome Diseases 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 230000007547 defect Effects 0.000 description 1
- 230000005484 gravity Effects 0.000 description 1
- 239000011435 rock Substances 0.000 description 1
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- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02B—HYDRAULIC ENGINEERING
- E02B3/00—Engineering works in connection with control or use of streams, rivers, coasts, or other marine sites; Sealings or joints for engineering works in general
- E02B3/04—Structures or apparatus for, or methods of, protecting banks, coasts, or harbours
- E02B3/06—Moles; Piers; Quays; Quay walls; Groynes; Breakwaters ; Wave dissipating walls; Quay equipment
- E02B3/066—Quays
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- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02B—HYDRAULIC ENGINEERING
- E02B3/00—Engineering works in connection with control or use of streams, rivers, coasts, or other marine sites; Sealings or joints for engineering works in general
- E02B3/04—Structures or apparatus for, or methods of, protecting banks, coasts, or harbours
- E02B3/12—Revetment of banks, dams, watercourses, or the like, e.g. the sea-floor
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- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02B—HYDRAULIC ENGINEERING
- E02B3/00—Engineering works in connection with control or use of streams, rivers, coasts, or other marine sites; Sealings or joints for engineering works in general
- E02B3/04—Structures or apparatus for, or methods of, protecting banks, coasts, or harbours
- E02B3/12—Revetment of banks, dams, watercourses, or the like, e.g. the sea-floor
- E02B3/14—Preformed blocks or slabs for forming essentially continuous surfaces; Arrangements thereof
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- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D29/00—Independent underground or underwater structures; Retaining walls
- E02D29/02—Retaining or protecting walls
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- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D29/00—Independent underground or underwater structures; Retaining walls
- E02D29/02—Retaining or protecting walls
- E02D29/0258—Retaining or protecting walls characterised by constructional features
- E02D29/0266—Retaining or protecting walls characterised by constructional features made up of preformed elements
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- Engineering & Computer Science (AREA)
- General Engineering & Computer Science (AREA)
- Environmental & Geological Engineering (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Ocean & Marine Engineering (AREA)
- Mechanical Engineering (AREA)
- Life Sciences & Earth Sciences (AREA)
- General Life Sciences & Earth Sciences (AREA)
- Mining & Mineral Resources (AREA)
- Paleontology (AREA)
- Retaining Walls (AREA)
Abstract
The invention provides a hydraulic engineering cantilever ecological hydraulic retaining wall structure, which comprises a beam body structure; a wall structure is fixed on the beam body structure; a foundation structure is arranged at the bottom of the beam body structure; the outer end of the beam body structure is provided with a reinforcing structure; reinforcing steel bar structures are arranged in the beam body structure and the foundation structure; the beam body structure is still including the fixed plate, be provided with the vertically beam column on the fixed plate, the whole of beam column is trapezoidal structure, and set up between two sets of beam columns and put the mounting groove, the front end and the side of beam column all are trapezoidal structure, thereby let the beam column have better stability and firm effect, increase the extension board outside the beam column, come to do further stable effect for whole through extended extension board, make the single position of wall body when receiving external force, can not be connected to whole wall body and take place to warp, can organize the pavilion through the beam column, and the beam column also can play the fixed effect of support.
Description
Technical Field
The invention belongs to the technical field of hydraulic engineering, and particularly relates to a hydraulic engineering cantilever ecological hydraulic retaining wall structure.
Background
The cantilever retaining wall is a light supporting and retaining structure. The anti-sliding and anti-overturning of the retaining structure mainly depend on the self weight of the wall body and the gravity effect of the filled soil (including load) above the wall bottom plate, and in addition, if the wall bottom plate is provided with the tenon, the anti-sliding stability of the retaining wall is greatly improved. Because the retaining wall adopts reinforced concrete structure for its structural thickness reduces, and the dead weight alleviates, and the improvement of reinforced concrete bottom plate rigidity makes the retaining wall stand the arm height higher and improved the adaptability under the lower condition of ground bearing capacity. Therefore, the cantilever type retaining wall has the advantages of smaller structure size, light dead weight and convenience for use in filling sections with lack of stones and low foundation bearing capacity.
Application No.: in the patent of CN201920214230.6, the invention discloses a cantilever ecological hydraulic retaining wall structure, the technical scheme is as follows: a cantilever ecological hydraulic retaining wall structure is characterized in that a vertical wall and a bottom plate form a cantilever structure, the inner side of the cantilever structure is earthwork, the outer side of the cantilever structure is a water body, and inclined struts are arranged on the outer side of the cantilever structure; the space enclosed by the inclined strut, the vertical wall and the bottom plate forms a cavity which is communicated with the water body. The hydraulic structure has the advantages of simple structure, low construction cost and the like, and simultaneously meets the soil retaining requirement of the hydraulic structure with the soil retaining height larger than 6 meters. Simultaneously, this ecological water conservancy project retaining wall structure of cantilever and water intercommunication can provide the place of perching for the aquatic thing, compromise ecological effect when solving the high problem of fender soil.
Based on the above, current cantilever type retaining wall can use more reinforcing bar combination by whole wall when the construction for the increase of cost does not set up corresponding girder structure on the retaining wall, can cause the phenomenon that the single position of wall body supported the effect and reduces when the atress, and the end that the retaining wall set up extends gusset plate self and does not have further fixed effect, can take place to rock after long-time the use.
Therefore, in view of the above, research and improvement are performed on the existing structure and defects, and a hydraulic engineering cantilever ecological hydraulic retaining wall structure is provided, so as to achieve the purpose of higher practical value.
Disclosure of Invention
In order to solve the technical problems, the invention provides a cantilever ecological hydraulic retaining wall structure for a hydraulic engineering, which aims to solve the problems that the whole wall surface of the existing cantilever retaining wall can use more steel bar combinations during construction, so that the cost is increased, the retaining wall is not provided with a corresponding main beam structure, the supporting effect of a single position of the wall body is reduced when the wall body is stressed, a bottom extension reinforcing plate arranged on the retaining wall does not have a further fixing effect, and the retaining wall can shake after being used for a long time.
The purpose and the effect of the hydraulic engineering cantilever ecological hydraulic retaining wall structure are achieved by the following specific technical means:
a hydraulic engineering cantilever ecological hydraulic retaining wall structure comprises a beam body structure; a wall structure is fixed on the beam body structure; a foundation structure is arranged at the bottom of the beam body structure; the outer end of the beam body structure is provided with a reinforcing structure; reinforcing steel bar structures are arranged in the beam body structure and the foundation structure; the beam body structure further comprises a fixing plate, beam columns and mounting grooves, wherein the fixing plate is provided with vertical beam columns, the whole beam columns are of a trapezoidal structure, and the mounting grooves are formed between the two groups of beam columns.
Further, the beam body structure further comprises an extension plate and an outer slot, the rear side of the bottom of the beam column is provided with a backward extension plate, the whole section of the extension plate is of a rectangular structure, the section of the fixing plate on the inner side of the extension plate is of a triangular structure, and the extension plate is provided with the outer slot.
Further, wall structure is still including wall brick, trompil, and the whole structure that is T shape of wall brick, and the trompil has all been seted up at the both ends of wall brick, and the trompil of the narrow end position of wall brick is established to whole circular structure, and the trompil of the wide end position of wall brick sets up to oval structure, and two kinds of trompils on the wall brick all set up to run through the structure from top to bottom.
Furthermore, wall structure still includes apical ring, annular, well groove, and the well groove that link up is seted up to the centre of wall brick, and the top of well groove position is provided with the apical ring that upwards extends, and the annular has then been seted up to the bottom of well groove.
Further, the foundation structure still includes gusset plate, base plate, planking, and the upper end of planking is fixed with the roof beam body structure, and the lower extreme of planking is fixed with downward vertically base plate, and the both ends of base plate all are fixed with the gusset plate.
Further, foundation structure is still including the contact surface, and the gusset plate outer end is the structure of slope, sets up to the contact surface between gusset plate and the base plate, is equipped with unsmooth reinforcement piece on the contact surface.
Furthermore, reinforced structure is still including cushion, fastening stud, chute, and the chute directly runs through extension board and planking, and the whole of chute is the structure of slope, and it has fastening stud to twist in the chute, and fastening stud's top fixed mounting has the cushion, and the cushion card is on outer fluting.
Furthermore, the steel bar structure further comprises a steel bar frame, an auxiliary plate, positioning grooves and connecting rings, wherein the steel bar frame is mainly fixed on the beam body structure and the foundation structure, the auxiliary plate is installed at the top end of the steel bar frame, the positioning grooves are formed in the auxiliary plate, and three groups of connecting rings in a U-shaped structure are welded and fixed on the steel bars in the beam column.
Compared with the prior art, the invention has the following beneficial effects:
in the beam body structure, the front end and the side surface of the beam column are both in a trapezoidal structure, so that the beam column has better stabilizing and stabilizing effects, the whole body of the beam column and the mounting plate are directly poured into a whole, the bearing capacity of the beam column can be further increased, the mounting groove formed between the two groups of beam columns can be used for mounting a corresponding wall body structure, and the extension plate is additionally arranged on the outer side of the beam column to further stabilize the whole body through the lengthened extension plate, so that a single position of the wall body cannot be connected to the whole wall body to deform when being subjected to external force, can be assembled through the beam column, and can also play a role in supporting and fixing.
In the wall structure, the middle groove is formed in the wall brick, so that the corresponding manufacturing cost can be saved, the T-shaped wall brick can also ensure the stability of the formed wall body, the upper group of wall bricks and the lower group of wall bricks can be mutually clamped with the ring groove through the top ring, the T-shaped wall bricks can be perfectly clamped in a mutual contact manner, and the wall body cannot generate a gap, so that the sealing property of the wall body is ensured, and the combined wall brick has good sealing property while having stability.
The base plate in the foundation structure of the invention is fixed at the lower end of the beam structure, which mainly plays a role of supporting and fixing beam columns, the general beam structure does not have a downwardly extending base plate, only has fixing mechanisms at the inner end and the outer end for supporting and fixing, the outer plate on the base plate is respectively fixed with the extending plate and the fixing plate in a concrete pouring mode, the bottom of the beam structure is provided with the downwardly extending base plate, so that the beam structure can obtain effective reinforcing and fixing effects, in order to further strengthen the stability of the base plate, the two ends of the base plate are provided with reinforcing plates, the outer end surface of each reinforcing plate is in an inclined structure, the reinforcing mechanism can be formed to reinforce the base plate, the contact surface between the reinforcing plates and the base is provided with two convex reinforcing blocks, the two reinforcing blocks are additionally arranged on the contact surface, so that the base plate can be better fixed on the reinforcing plates after pouring, the whole base plate is more stable.
Drawings
Fig. 1 is a schematic structural view of the present invention.
Fig. 2 is a schematic view of the foundation structure of the present invention.
Fig. 3 is a schematic view of the rebar structure of the present invention.
Fig. 4 is a schematic view of a reinforcing plate of the present invention.
Fig. 5 is a schematic view of a reinforcing structure of the present invention.
Figure 6 is a schematic view of the construction of the wall block of the present invention.
Fig. 7 is a schematic view of the present invention at a part enlarged in fig. 2.
In the drawings, the corresponding relationship between the component names and the reference numbers is as follows:
1. a beam body structure; 101. a fixing plate; 102. a beam column; 103. mounting grooves; 104. an extension plate; 105. an external groove is formed; 2. a wall structure; 201. wall bricks; 202. opening a hole; 203. a top ring; 204. a ring groove; 205. a middle groove; 3. a foundation structure; 301. a reinforcing plate; 302. a base plate; 303. an outer plate; 304. a contact surface; 4. reinforcing the structure; 401. cushion blocks; 402. fastening a stud; 403. a chute; 5. a steel bar structure; 501. a reinforcing steel bar frame; 502. an auxiliary plate; 503. positioning a groove; 504. and (7) connecting rings.
Detailed Description
The embodiments of the present invention will be described in further detail with reference to the drawings and examples. The following examples are intended to illustrate the invention but are not intended to limit the scope of the invention.
In the description of the present invention, "a plurality" means two or more unless otherwise specified; the terms "upper", "lower", "left", "right", "inner", "outer", "front", "rear", "head", "tail", and the like, indicate orientations or positional relationships based on the orientations or positional relationships shown in the drawings, are only for convenience in describing and simplifying the description, and do not indicate or imply that the device or element referred to must have a particular orientation, be constructed in a particular orientation, and be operated, and thus, should not be construed as limiting the invention. Furthermore, the terms "first," "second," "third," and the like are used for descriptive purposes only and are not to be construed as indicating or implying relative importance.
In the description of the present invention, it is to be noted that, unless otherwise explicitly specified or limited, the terms "connected" and "connected" are to be interpreted broadly, e.g., as being fixed or detachable or integrally connected; can be mechanically or electrically connected; may be directly connected or indirectly connected through an intermediate. The specific meanings of the above terms in the present invention can be understood in specific cases to those skilled in the art.
Example (b):
as shown in figures 1 to 7:
the invention provides a hydraulic engineering cantilever ecological hydraulic retaining wall structure, which comprises a beam body structure 1; a wall body structure 2 is fixed on the beam body structure 1; the bottom of the beam body structure 1 is provided with a foundation structure 3; the outer end of the beam body structure 1 is provided with a reinforcing structure 4; reinforcing steel bar structures 5 are arranged in the beam body structure 1 and the foundation structure 3; beam body structure 1 is still including fixed plate 101, beam column 102, mounting groove 103, be provided with vertically beam column 102 on the fixed plate 101, beam column 102's whole is trapezoidal structure, and set up between two sets of beam column 102 and put mounting groove 103, beam column 102's front end all is trapezoidal structure with the side, thereby let beam column 102 have better stability and firm effect, directly pour the constitution as an organic whole between beam column 102's whole and the mounting panel, let beam column 102's bearing capacity can obtain further increase, corresponding wall structure 2 can be installed to the mounting groove 103 of seting up between two sets of beam column 102.
The beam structure 1 further includes an extension plate 104 and an outer slot 105, the rear side of the bottom of the beam column 102 is provided with the backward extension plate 104, the whole cross section of the extension plate 104 is rectangular, the cross section of the fixing plate 101 on the inner side is triangular, the extension plate 104 is provided with the outer slot 105, the inside of the beam column 102 is a main bearing surface, so that the beam column 102 can bear main bearing force, the extension plate 104 is added on the outer side of the beam column 102 for the purpose of further stabilizing the beam column 102, and further stabilizing effect is achieved for the whole through the lengthened extension plate 104.
Wherein, wall structure 2 is still including wall brick 201, trompil 202, wall brick 201's whole structure that is T shape, trompil 202 has all been seted up at wall brick 201's both ends, the trompil 202 of wall brick 201's narrow end position is established to whole circle shape structure, the trompil 202 of wall brick 201 wide end position sets up to the structure of oval, two kinds of trompils 202 on wall brick 201 all set up to run through the structure from top to bottom, constitute the block back each other with wall brick 201, it can correspond down the trompil 202 that wall brick 201 is oval structure to go up wall brick 201, the trompil 202 that corresponds from top to bottom lets the anastomotic passing of reinforcing bar fix, thereby realized to reinforced purpose between the wall brick 201 from top to bottom.
Wherein, wall structure 2 is still including apical ring 203, annular groove 204, well groove 205 that link up has been seted up to the centre of wall brick 201, the top of well groove 205 position is provided with the apical ring 203 that upwards extends, annular groove 204 has then been seted up to the bottom of well groove 205, at first with wall brick 201 set up well groove 205 can enough save corresponding cost of manufacture, and the wall brick 201 that is the T shape also can guarantee the steadiness of the wall body of constituteing, upper and lower two sets of wall bricks 201 can be through apical ring 203 and the mutual block of annular groove 204, and the wall brick 201 of T shape structure can the perfect block of mutual contact, let the wall body can not produce the clearance, thereby the leakproofness of wall body has been guaranteed.
Wherein, foundation structure 3 is still including gusset plate 301, base plate 302, planking 303, the upper end of planking 303 is fixed with beam body structure 1, the lower extreme of planking 303 is fixed with downward vertically base plate 302, the both ends of base plate 302 all are fixed with gusset plate 301, the lower extreme at beam body structure 1 is fixed to base plate 302, mainly play the support and use with fixed beam column 102, general beam body structure 1 does not have downwardly extending's base plate 302, the fixed establishment support that only has inside and outside both ends is fixed, the mode that passes through concrete placement of planking 303 on base plate 302 is fixed with extension board 104 and fixed plate 101 respectively, let beam body structure 1's bottom have downwardly extending's base plate 302, make beam body structure 1 can obtain effectual reinforcement fixed effect.
Wherein, foundation structure 3 is still including contact surface 304, gusset plate 301 outer end is the structure of slope, set up to contact surface 304 between gusset plate 301 and the base plate 302, be equipped with unsmooth reinforcement piece on the contact surface 304, in order to further strengthen base plate 302's stability, with base plate 302's both ends installation gusset plate 301, the structure of slope is personally submitted to gusset plate 301's outer end, can constitute reinforcement mechanism and consolidate base plate 302, be provided with concave-convex two kinds of reinforcement pieces on the contact surface 304 between gusset plate 301 and the base, install two kinds of reinforcement pieces on the contact surface 304 additional, make base plate 302 can be better fix on gusset plate 301 after pouring, let base plate 302's whole more firm.
Wherein, reinforced structure 4 is still including cushion 401, fastening stud 402, chute 403 directly runs through extension board 104 and planking 303, the whole of chute 403 is the structure of slope, fastening stud 402 has been screwed in chute 403, fastening stud 402's top fixed mounting has cushion 401, cushion 401 card is on outer fluting 105, the purpose of spacing fixed fastening stud 402 is mainly played to cushion 401 of outer fluting 105 in the card, the fastening stud 402 of the installation of screwing can be further fixed extension board 104, let the whole of structure more stable.
The steel bar structure 5 further comprises a steel bar frame 501, an auxiliary plate 502, positioning grooves 503, and connecting rings 504, wherein the steel bar frame 501 is mainly fixed on the beam body structure 1 and the foundation structure 3, the auxiliary plate 502 is installed at the top end of the steel bar frame 501, the positioning grooves 503 are formed in the auxiliary plate 502, the connecting rings 504 of three groups of U-shaped structures are welded and fixed on the steel bars in the beam column 102, the steel bar frame 501 can connect and fix the beam body structure 1 and the foundation structure 3, the auxiliary plate 502 is fixed at the top end of the wall brick 201 when the wall body structure 2 is built, the top wall brick 201 can be fixed through the positioning holes, the whole wall brick 201 is more convenient and stable when being built, and meanwhile, the connecting rings 504 installed on the beam column 102 can be used as a whole for further assisting the reinforcement of the beam column 102.
The specific use mode and function of the embodiment are as follows:
in the invention, the front end and the side surface of the beam column 102 are both in a trapezoidal structure, so that the beam column 102 has better stabilizing and stabilizing effects, the whole body of the beam column 102 and the mounting plate are directly cast into a whole, the bearing capacity of the beam column 102 can be further increased, the mounting groove 103 formed between the two groups of beam columns 102 can be used for mounting the corresponding wall structure 2, the extension plate 104 is added on the outer side of the beam column 102 to further stabilize the whole body through the extended extension plate 104, so that a single position of the wall body cannot be connected to the whole wall body to deform when being subjected to external force, the wall body can be assembled through the beam column 102, the beam column 102 also has the functions of supporting and fixing, the middle groove 205 formed on the wall brick 201 can save corresponding manufacturing cost, the T-shaped wall brick 201 can also ensure the stability of the wall body formed, the upper and lower groups of wall bricks can be mutually clamped with the annular groove 204 through the top ring 203, and the wall bricks 201 of the T-shaped structure can be perfectly clamped in a mutual contact manner, so that no gap is generated in the wall, thereby ensuring the sealing performance of the wall, and the wall bricks 201 after combination have good sealing performance while having stability, the base plate 302 in the foundation structure 3 is fixed at the lower end of the beam structure 1, and mainly plays a role in supporting and fixing the beam column 102, the general beam structure 1 does not have the base plate 302 extending downwards, only has fixing mechanisms at the inner end and the outer end for supporting and fixing, the outer plate 303 on the base plate 302 is respectively fixed with the extending plate 104 and the fixing plate 101 in a concrete pouring manner, the base plate 302 extending downwards is arranged at the bottom of the beam structure 1, so that the beam structure 1 can obtain effective reinforcing and fixing effects, and reinforcing plates 301 are arranged at the two ends of the base plate 302 for further reinforcing the stability of the base plate 302, the structure of slope is personally submitted to reinforcing plate 301's outer end, can constitute reinforcing mechanism and consolidate base plate 302, is provided with two kinds of reinforcement pieces of concave-convex on the contact surface 304 between reinforcing plate 301 and the base, will install two kinds of reinforcement pieces additional on the contact surface 304 for base plate 302 can be better after pouring fix on reinforcing plate 301, let base plate 302's whole more firm.
The embodiments of the present invention have been presented for purposes of illustration and description, and are not intended to be exhaustive or limited to the invention in the form disclosed. Many modifications and variations will be apparent to those of ordinary skill in the art. The embodiment was chosen and described in order to best explain the principles of the invention and the practical application, and to enable others of ordinary skill in the art to understand the invention for various embodiments with various modifications as are suited to the particular use contemplated.
Claims (8)
1. The utility model provides an ecological hydraulic retaining wall structure of hydraulic engineering cantilever which characterized in that: comprises a beam body structure (1); a wall structure (2) is fixed on the beam body structure (1); a foundation structure (3) is arranged at the bottom of the beam body structure (1); the outer end of the beam body structure (1) is provided with a reinforcing structure (4); reinforcing steel bar structures (5) are arranged in the beam body structure (1) and the foundation structure (3); the beam body structure (1) further comprises a fixing plate (101), beam columns (102) and mounting grooves (103), wherein the fixing plate (101) is provided with the vertical beam columns (102), the whole beam columns (102) are of a trapezoidal structure, and the mounting grooves (103) are formed between the two groups of beam columns (102).
2. The hydraulic engineering cantilever ecological hydraulic retaining wall structure of claim 1, characterized in that: the beam body structure (1) further comprises an extension plate (104) and an outer slot (105), the rear side of the bottom of the beam column (102) is provided with the backward extension plate (104), the whole section of the extension plate (104) is of a rectangular structure, the section of the inner fixing plate (101) is of a triangular structure, and the extension plate (104) is provided with the outer slot (105).
3. The hydraulic engineering cantilever ecological hydraulic retaining wall structure of claim 1, characterized in that: wall structure (2) are still including wall brick (201), trompil (202), and the whole of wall brick (201) is the structure of T shape, and trompil (202) have all been seted up at the both ends of wall brick (201), and trompil (202) of the narrow end position of wall brick (201) are established to whole circle shape structure, and trompil (202) of wall brick (201) wide end position set up to the structure of oval, and two kinds of trompils (202) on wall brick (201) all set up to run through the structure from top to bottom.
4. The hydraulic engineering cantilever ecological hydraulic retaining wall structure of claim 1, characterized in that: the wall structure (2) further comprises a top ring (203), a ring groove (204) and a middle groove (205), the middle of the wall brick (201) is provided with the through middle groove (205), the top end of the middle groove (205) is provided with the top ring (203) which extends upwards, and the bottom of the middle groove (205) is provided with the ring groove (204).
5. The hydraulic engineering cantilever ecological hydraulic retaining wall structure of claim 1, characterized in that: the foundation structure (3) further comprises a reinforcing plate (301), a base plate (302) and an outer plate (303), the upper end of the outer plate (303) is fixed with a beam body structure (1), the lower end of the outer plate (303) is fixed with the downward vertical base plate (302), and the reinforcing plate (301) is fixed at the two ends of the base plate (302).
6. The hydraulic engineering cantilever ecological hydraulic retaining wall structure of claim 1, characterized in that: the foundation structure (3) is characterized by further comprising a contact surface (304), the outer end of the reinforcing plate (301) is of an inclined structure, the contact surface (304) is arranged between the reinforcing plate (301) and the base plate (302), and concave-convex reinforcing blocks are arranged on the contact surface (304).
7. The hydraulic engineering cantilever ecological hydraulic retaining wall structure of claim 1, characterized in that: the reinforcing structure (4) further comprises a cushion block (401), a fastening stud (402) and a chute (403), the chute (403) directly penetrates through the extension plate (104) and the outer plate (303), the whole chute (403) is of an inclined structure, the fastening stud (402) is screwed in the chute (403), the cushion block (401) is fixedly mounted at the top of the fastening stud (402), and the cushion block (401) is clamped on the outer groove (105).
8. The hydraulic engineering cantilever ecological hydraulic retaining wall structure of claim 1, characterized in that: the steel bar structure (5) further comprises a steel bar frame (501), an auxiliary plate (502), positioning grooves (503) and connecting rings (504), wherein the steel bar frame (501) is mainly fixed on the beam body structure (1) and the foundation structure (3), the auxiliary plate (502) is installed at the top end of the steel bar frame (501), the positioning grooves (503) are formed in the auxiliary plate (502), and the connecting rings (504) of three groups of U-shaped structures are welded and fixed on the steel bars in the beam column (102).
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| Application Number | Priority Date | Filing Date | Title |
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| CN202011412098.3A CN112593527A (en) | 2020-12-04 | 2020-12-04 | Hydraulic engineering cantilever ecological hydraulic retaining wall structure |
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| CN202011412098.3A CN112593527A (en) | 2020-12-04 | 2020-12-04 | Hydraulic engineering cantilever ecological hydraulic retaining wall structure |
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Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN116591213A (en) * | 2023-07-14 | 2023-08-15 | 中石化工建设有限公司 | Concrete retaining wall and construction method thereof |
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| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN201746850U (en) * | 2010-02-10 | 2011-02-16 | 黄靓 | Assembled monolithic cantilever retaining wall |
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| CN111794269A (en) * | 2020-07-28 | 2020-10-20 | 中国铁路设计集团有限公司 | Prefabricated pin-connected panel cantilever retaining wall |
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| CN106836274A (en) * | 2017-02-16 | 2017-06-13 | 南昌大学 | A kind of drystone formula regeneration concrete ecology retaining wall block and its construction method |
| CN110241847A (en) * | 2018-03-09 | 2019-09-17 | 韦随庆 | It is a kind of ecology cantilevered and buttress type assemble retaining wall |
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| CN116591213A (en) * | 2023-07-14 | 2023-08-15 | 中石化工建设有限公司 | Concrete retaining wall and construction method thereof |
| CN116591213B (en) * | 2023-07-14 | 2023-11-28 | 中石化工建设有限公司 | Concrete retaining wall and construction method thereof |
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