CN219973276U - Assembled gravity retaining wall - Google Patents
Assembled gravity retaining wall Download PDFInfo
- Publication number
- CN219973276U CN219973276U CN202320580389.6U CN202320580389U CN219973276U CN 219973276 U CN219973276 U CN 219973276U CN 202320580389 U CN202320580389 U CN 202320580389U CN 219973276 U CN219973276 U CN 219973276U
- Authority
- CN
- China
- Prior art keywords
- prefabricated
- retaining wall
- notch
- gravity retaining
- fabricated
- 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
- 230000005484 gravity Effects 0.000 title claims abstract description 20
- 238000009434 installation Methods 0.000 claims description 9
- 239000004568 cement Substances 0.000 claims description 5
- 239000004575 stone Substances 0.000 claims description 4
- 238000004519 manufacturing process Methods 0.000 abstract description 8
- 238000010276 construction Methods 0.000 abstract description 6
- 230000009286 beneficial effect Effects 0.000 abstract description 2
- 230000000694 effects Effects 0.000 description 2
- 238000000034 method Methods 0.000 description 2
- 239000004570 mortar (masonry) Substances 0.000 description 2
- 230000007246 mechanism Effects 0.000 description 1
Landscapes
- Retaining Walls (AREA)
Abstract
The utility model provides an assembled gravity retaining wall, which relates to the technical field of retaining walls, and comprises a plurality of prefabricated parts, wherein every two adjacent prefabricated parts are spliced with each other to form a wall body, hole cores are formed in the prefabricated parts, mounting grooves are formed in opposite angles of two opposite sides of the prefabricated parts, mounting grooves of the prefabricated parts are spliced to form a mounting cavity, stand columns are inserted into the mounting cavity, the hole cores of the prefabricated parts are spliced to form a containing cavity for containing concrete, splicing pieces I are arranged in the two opposite sides of the prefabricated parts or the mounting grooves, a bottom plate is arranged below the wall body, a notch is formed in the upper surface of the bottom plate, and the lower ends of the stand columns are inserted into the notches; the utility model has the beneficial effects that: the construction and transportation burden and the hoisting burden in the later period are reduced, the construction staff can conveniently assemble the wall quickly, the efficiency of wall manufacturing is accelerated, and the integrity and the retaining capacity of the wall are improved.
Description
Technical Field
The utility model relates to the technical field of retaining walls, in particular to an assembled gravity retaining wall.
Background
The types of retaining walls commonly used are gravity type retaining walls, cantilever type retaining walls, buttress type retaining walls and anchor plate type retaining walls according to different stress mechanisms, wherein gravity type retaining walls are most commonly used.
The existing masonry retaining wall is formed by building a plurality of prefabricated parts, six faces of the existing prefabricated parts are smooth, two adjacent prefabricated parts are difficult to splice, mortar is needed to bond the prefabricated parts together, accordingly, the wall body manufacturing time is long, the prefabricated parts and the prefabricated parts are spliced through the mortar, insufficient strength can occur after manufacturing, the service effect of the retaining wall is affected, and therefore the assembled gravity retaining wall is provided.
Disclosure of Invention
The assembled gravity retaining wall solves the technical problems in the prior art, reduces the load of later construction transportation and hoisting, facilitates quick assembly of constructors, accelerates the efficiency of wall manufacturing, and improves the integrity and retaining capacity of the wall.
The aim and the effect of the utility model are achieved by the following specific technical means:
the utility model provides an assembled gravity retaining wall, includes a plurality of prefabricated components, every adjacent two prefabricated components splice each other and form wall body, its characterized in that:
the inside of the prefabricated part is provided with hole cores, the opposite angles of the two opposite sides of the prefabricated part are provided with mounting grooves, a plurality of mounting grooves of the prefabricated part are spliced to form a mounting cavity, an upright post is inserted into the mounting cavity, the hole cores of the prefabricated part are spliced to form a containing cavity for containing concrete, the prefabricated component is characterized in that splicing pieces I are arranged in two opposite side surfaces or mounting grooves of the prefabricated component, a bottom plate is arranged below the wall body, a notch is formed in the upper surface of the bottom plate, the lower end of the upright post is inserted into the notch, and a pair of splicing pieces II are arranged in the notch and on the upper side and the lower side of the prefabricated component.
Further preferred embodiments are as follows: the first splicing piece is a protrusion formed by outwards protruding two opposite side surfaces of the prefabricated part or the inner wall of the mounting groove.
Further preferred embodiments are as follows: the inner wall of the mounting groove or two opposite side surfaces of the prefabricated component are respectively provided with a limiting groove matched with a first protrusion, and the first protrusion is inserted into the limiting groove of the other prefabricated component.
Further preferred embodiments are as follows: the second splicing piece is a second protrusion formed by protruding outwards in the notch and on the upper side and the lower side of the prefabricated part.
Further preferred embodiments are as follows: a pair of grooves matched with the protrusions are formed in the notch and in the upper side and the lower side of the prefabricated part, and the protrusions are embedded into the similar grooves.
Further preferred embodiments are as follows: the bottom plate is fixed with a limit column, the limit column is positioned in the notch, and the lower end of the upright column is provided with a limit hole for embedding the limit column.
Further preferred embodiments are as follows: the prefabricated parts of the upper row are obtained by turning over the prefabricated parts of the lower row 180 degrees along a horizontal line.
Further preferred embodiments are as follows: cement paste or fine stone concrete is filled in the gap between the installation cavity and the upright post.
Further preferred embodiments are as follows: the wall body and the upright post are provided with a plurality of preformed holes, the preformed holes on the wall body and the upright post are communicated, and bolts are inserted between the interiors of the communicated preformed holes.
Compared with the prior art, the utility model has the beneficial effects that:
the prefabricated gravity retaining wall has the advantages that firstly, the prefabricated parts are arranged in a hollow mode, and the load of later construction transportation and hoisting is reduced; secondly, the prefabricated parts in the previous row are obtained by turning the prefabricated parts in the next row 180 degrees along the horizontal line, so that the prefabricated parts can be produced by unifying the dies, and the production is convenient; the wall body is simple in splicing mode, so that a constructor can conveniently and quickly splice the wall body, and the efficiency of manufacturing the wall body is improved; finally, the existence of the limiting column, the limiting groove, the first bulge, the mounting groove, the second bulge and the limiting hole plays a limiting role on the prefabricated part and the bottom plate, and the plurality of rows of hole cores are internally poured with concrete so that the plurality of prefabricated parts and the bottom plate are bonded together, and the integrity and the anti-tilting capability of the wall are improved.
Drawings
FIG. 1 is a schematic overall perspective view of the present utility model;
FIG. 2 is a schematic view of the assembled structure of the prefabricated parts, the upright posts and the bottom plate of the present utility model;
FIG. 3 is a schematic perspective view of a prefabricated part according to the present utility model;
FIG. 4 is a schematic perspective view of a base plate according to the present utility model;
FIG. 5 is a perspective view of the column according to the present utility model;
fig. 6 is a schematic structural view of another fixing manner of the upright post in fig. 1 according to the present utility model.
The marks in the figure: prefabricated component 1, spacing post 2, spacing groove 3, protruding one 4, mounting groove 5, hole core 6, stand 7, bottom plate 8, notch 9, recess 10, protruding two 11, spacing hole 12, preformed hole 13, bolt 14.
Detailed Description
Referring to fig. 1-6, embodiments of the present utility model are further described;
an assembled gravity retaining wall comprises a plurality of prefabricated components 1, wherein every two adjacent prefabricated components 1 are spliced with each other to form a wall body;
the prefabricated parts 1 of the upper row are obtained by turning over the prefabricated parts 1 of the lower row by 180 degrees along a horizontal line;
the inside of the prefabricated part 1 is provided with hole cores 6, the opposite angles of the two opposite sides of the prefabricated part 1 are respectively provided with a mounting groove 5, a plurality of mounting grooves 5 of the prefabricated part 1 are spliced to form a mounting cavity, an upright post 7 is inserted into the mounting cavity, the hole cores 6 of the prefabricated part 1 are spliced to form a containing cavity for containing concrete, splicing pieces I are respectively arranged in the two opposite sides of the prefabricated part 1 or the mounting grooves 5, a bottom plate 8 is arranged below a wall body, the upper surface of the bottom plate 8 is respectively provided with a notch 9, the lower ends of the upright posts 7 are inserted into the notches 9, and a pair of splicing pieces II are respectively arranged in the notches 9 and on the upper side and the lower side of the prefabricated part 1;
the first splicing part is a first bulge 4 formed by outwards bulges on two opposite side surfaces of the prefabricated part 1 or the inner wall of the mounting groove 5, the inner wall of the mounting groove 5 or the two opposite side surfaces of the prefabricated part 1 are respectively provided with a limit groove 3 matched with the first bulge 4, and the first bulge 4 is inserted into the limit groove 3 of the other prefabricated part 1;
the second splicing piece is a second protrusion 11 formed by protruding outwards in the notch 9 and on the upper side and the lower side of the prefabricated part 1, a pair of grooves 10 matched with the second protrusion 11 are formed in the notch 9 and on the upper side and the lower side of the prefabricated part 1, and the second protrusion 11 is embedded in the similar grooves 10;
a limiting column 2 is fixed on the bottom plate 8, the limiting column 2 is positioned in the notch 9, and a limiting hole 12 for embedding the limiting column 2 is formed in the lower end of the upright post 7;
cement paste or fine stone concrete is filled in the gap between the mounting cavity and the upright post 7;
specifically, the hole core 6 is arranged to enable the interior of the prefabricated part 1 to be hollow, so that the load of later construction transportation and hoisting can be reduced;
when the wall body is manufactured, a constructor can firstly lay the bottom plate 8 on a foundation by cement, then splice a plurality of prefabricated parts 1 above the bottom plate 8, and note that the placement orientations of the prefabricated parts 1 in the same row are consistent, the prefabricated parts 1 in the upper row are obtained by overturning the prefabricated parts 1 in the next row by 180 degrees along a horizontal line, in the splicing process, the first bulge 4 is inserted into the limit groove 3 of the other prefabricated part, so that two transversely adjacent prefabricated parts 1 are firmly spliced together, the second bulge 11 is embedded into the similar groove 10, so that the two longitudinally adjacent prefabricated parts 1, the bottom plate 8 and the similar prefabricated parts 1 are firmly spliced together, the bottom plate 8 and the prefabricated parts 1 above the bottom plate are promoted to be spliced into the wall body, the limit groove 3, the first bulge 4, the groove 10 and the second bulge 11 play a limit role in the space between the prefabricated parts 1 and the bottom plate 8, and the stability of the wall body is enhanced;
the installation grooves 5 of the prefabricated parts 1 are spliced to form an installation cavity, as shown in fig. 1, a constructor can insert a plurality of stand columns 7 into a plurality of installation cavities respectively to position the prefabricated parts 1 spliced into a whole, as the stand columns 7 continuously move downwards, the lower ends of the stand columns 7 can enter the notch 9 of the similar bottom plate 8, the stability of connection between the prefabricated parts 1 and the bottom plate 8 is further enhanced, in addition, the limit posts 2 in the notch 9 in the process of splicing the stand columns 7 can be inserted into the limit holes 12 at the lower ends of the stand columns 7, the stable connection between the stand columns 7 and the bottom plate 8 is facilitated, after the stand columns 7 are spliced, gaps are formed between the stand columns 7 and the installation cavities, the constructor can pour cement paste or fine stone concrete into the gaps between the stand columns 7 and the installation cavities, so that the stand columns 7 are fixed in the installation cavities, the gaps between the stand columns 7 and the wall are filled, and the stability and the integrity of the wall are further enhanced;
the hole cores 6 of the prefabricated parts 1 are spliced to form a containing cavity for containing concrete, and constructors can pour concrete into the hole cores 6 in a plurality of rows for increasing weight to improve wall stability and retaining capacity.
The wall body and the upright post 7 are provided with a plurality of preformed holes 13, the preformed holes 13 on the wall body and the upright post 7 are communicated, and bolts 14 are inserted between the interiors of the communicated preformed holes 13;
in addition, as shown in fig. 6, another way of fixing the upright post 7 and the wall body is to insert a plurality of bolts 14 between the interiors of the communicated preformed holes 13, so that the upright post 7 and the wall body are firmly fixed, and the stability and the retaining capacity of the wall body can be improved.
In summary, firstly, the prefabricated part 1 is hollow, so that the load of later construction transportation and hoisting is reduced; secondly, the prefabricated part 1 of the previous row is obtained by turning the prefabricated part 1 of the next row 180 degrees along the horizontal line, so that the prefabricated part 1 can be produced by unifying the dies, and the production is convenient; the wall body is simple in splicing mode, so that a constructor can conveniently and quickly splice the wall body, and the efficiency of manufacturing the wall body is improved; finally, the existence of the limiting column 2, the limiting groove 3, the first protrusion 4, the mounting groove 5, the second protrusion 11 and the limiting hole 12 plays a limiting role on the prefabricated part 1 and the bottom plate 8, and the plurality of rows of hole cores 6 are internally poured with concrete so that the plurality of prefabricated parts 1 and the bottom plate 8 are bonded together, and the integrity and the anti-tilting capability of the wall are improved.
Claims (9)
1. The utility model provides an assembled gravity retaining wall, includes a plurality of prefabricated components (1), every adjacent two prefabricated components (1) splice each other and form wall body, its characterized in that:
the utility model discloses a prefabricated component, including prefabricated component, wall body, recess, notch (9) are all opened to the diagonal angle of prefabricated component (1) both sides face, a plurality of install groove (5) concatenation of prefabricated component (1) forms the installation cavity, install intracavity has inserted stand (7), a plurality of prefabricated component's (1) hole core (6) concatenation forms the holding chamber that holds concrete, all be equipped with splice one in prefabricated component (1) both sides face or install groove (5), the wall body below is equipped with bottom plate (8), notch (9) are all opened to bottom plate (8) upper surface, stand (7) lower extreme is inserted in notch (9), notch (9) in with a plurality of prefabricated component (1) upper and lower both sides all are equipped with a pair of splice two.
2. A fabricated gravity retaining wall according to claim 1, wherein: the first splicing part is a protrusion (4) formed by outwards protruding the inner walls of the two opposite side surfaces or the mounting groove (5) of the prefabricated part (1).
3. A fabricated gravity retaining wall as claimed in claim 2 wherein: limiting grooves (3) matched with the first protrusions (4) are formed in the inner wall of the mounting groove (5) or on two opposite side surfaces of the prefabricated component (1), and the first protrusions (4) are inserted into the limiting grooves (3) of the other prefabricated component (1).
4. A fabricated gravity retaining wall according to claim 1, wherein: the second splicing piece is a second bulge (11) formed by outwards bulges in the notch (9) and at the upper side and the lower side of the prefabricated part (1).
5. The fabricated gravity retaining wall of claim 4, wherein: a pair of grooves (10) matched with the second protrusions (11) are formed in the notch (9) and in the upper side and the lower side of the prefabricated part (1), and the second protrusions (11) are embedded into the similar grooves (10).
6. A fabricated gravity retaining wall according to claim 1, wherein: the limiting column (2) is fixed on the bottom plate (8), the limiting column (2) is located in the notch (9), and a limiting hole (12) for embedding the limiting column (2) is formed in the lower end of the upright post (7).
7. A fabricated gravity retaining wall according to claim 1, wherein: the prefabricated parts (1) of the upper row are obtained by turning over the prefabricated parts (1) of the lower row by 180 degrees along a horizontal line.
8. A fabricated gravity retaining wall according to claim 1, wherein: cement paste or fine stone concrete is filled in the gap between the installation cavity and the upright post (7).
9. A fabricated gravity retaining wall according to claim 1, wherein: the wall body and the upright post (7) are provided with a plurality of preformed holes (13), the preformed holes (13) on the wall body and the upright post (7) are communicated, and bolts (14) are inserted between the interiors of the communicated preformed holes (13).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202320580389.6U CN219973276U (en) | 2023-03-22 | 2023-03-22 | Assembled gravity retaining wall |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202320580389.6U CN219973276U (en) | 2023-03-22 | 2023-03-22 | Assembled gravity retaining wall |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN219973276U true CN219973276U (en) | 2023-11-07 |
Family
ID=88587782
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202320580389.6U Active CN219973276U (en) | 2023-03-22 | 2023-03-22 | Assembled gravity retaining wall |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN219973276U (en) |
-
2023
- 2023-03-22 CN CN202320580389.6U patent/CN219973276U/en active Active
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN102605858B (en) | Building structure and construction method | |
| CN210767243U (en) | Assembled building frame construction | |
| CN109853783B (en) | Assembled steel plate concrete shear wall structure and construction method | |
| CN210975830U (en) | Foundation pit supporting pile | |
| CN219973276U (en) | Assembled gravity retaining wall | |
| CN111411746B (en) | Unbonded prefabricated staircase and construction method thereof | |
| CN210194867U (en) | Assembly type building structure | |
| CN114856060B (en) | Connecting device and method for assembled floor slab | |
| KR100895323B1 (en) | Masonry outer wall structure and the work method threrof | |
| CN110939218A (en) | Assembled profiled steel sheet composite shear wall and construction method thereof | |
| CN216586645U (en) | Socket joint formula built-up connection structure and bridge of prefabricated pier stand and cushion cap | |
| CN212295299U (en) | Can splice brick body | |
| CN212926451U (en) | Column base connecting assembly, prefabricated column and prefabricated column connecting structure | |
| CN211849282U (en) | Amphibious concrete prefabricated member | |
| CN211735933U (en) | Large-breadth light wall body with quick construction | |
| CN209924147U (en) | Tenon fourth of twelve earthly branches node structure of timber beams and concrete column | |
| CN216949092U (en) | Spandrel girder structure is built in room | |
| CN219931212U (en) | Combined house | |
| CN111005476A (en) | Spliced shear wall and construction process thereof | |
| CN112031159B (en) | Combination structure of precast beam and precast column | |
| CN212176187U (en) | Anti-seismic reinforced porous aerated concrete block | |
| CN219118395U (en) | Connecting part for assembled building | |
| CN219931322U (en) | Assembled wall body rapid assembly structure and assembled wallboard | |
| CN218149077U (en) | Reinforced concrete shear wall | |
| CN220848301U (en) | Building concrete prefabricated member |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant |