CN219992533U - Prefabricated installation retaining wall structure - Google Patents
Prefabricated installation retaining wall structure Download PDFInfo
- Publication number
- CN219992533U CN219992533U CN202321515133.3U CN202321515133U CN219992533U CN 219992533 U CN219992533 U CN 219992533U CN 202321515133 U CN202321515133 U CN 202321515133U CN 219992533 U CN219992533 U CN 219992533U
- Authority
- CN
- China
- Prior art keywords
- core material
- retaining wall
- component
- component main
- prefabricated
- 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
- 238000009434 installation Methods 0.000 title claims abstract description 12
- 239000011162 core material Substances 0.000 claims abstract description 66
- 238000010276 construction Methods 0.000 claims abstract description 22
- 229910001294 Reinforcing steel Inorganic materials 0.000 claims abstract description 12
- 239000004568 cement Substances 0.000 claims description 14
- 238000004806 packaging method and process Methods 0.000 claims description 11
- 239000013585 weight reducing agent Substances 0.000 claims description 9
- 230000003014 reinforcing effect Effects 0.000 claims description 5
- 229910000831 Steel Inorganic materials 0.000 claims description 3
- 239000003292 glue Substances 0.000 claims description 3
- 239000010959 steel Substances 0.000 claims description 3
- 208000016261 weight loss Diseases 0.000 claims 1
- 238000013461 design Methods 0.000 abstract description 5
- 239000002689 soil Substances 0.000 abstract description 3
- 230000007774 longterm Effects 0.000 abstract description 2
- 230000006835 compression Effects 0.000 abstract 1
- 238000007906 compression Methods 0.000 abstract 1
- 238000005538 encapsulation Methods 0.000 description 3
- 238000004519 manufacturing process Methods 0.000 description 3
- 239000000463 material Substances 0.000 description 3
- 238000000034 method Methods 0.000 description 3
- 230000008569 process Effects 0.000 description 3
- 238000004891 communication Methods 0.000 description 2
- 230000007812 deficiency Effects 0.000 description 2
- 239000000428 dust Substances 0.000 description 2
- 238000002360 preparation method Methods 0.000 description 2
- 239000011435 rock Substances 0.000 description 2
- 230000035939 shock Effects 0.000 description 2
- 230000001133 acceleration Effects 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 239000011248 coating agent Substances 0.000 description 1
- 238000000576 coating method Methods 0.000 description 1
- 230000007797 corrosion Effects 0.000 description 1
- 238000005260 corrosion Methods 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 230000006870 function Effects 0.000 description 1
- 238000011065 in-situ storage Methods 0.000 description 1
- 238000007689 inspection Methods 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 238000009417 prefabrication Methods 0.000 description 1
- 238000012545 processing Methods 0.000 description 1
- 238000003908 quality control method Methods 0.000 description 1
- 238000007789 sealing Methods 0.000 description 1
- 239000004575 stone Substances 0.000 description 1
- 238000003466 welding Methods 0.000 description 1
Landscapes
- Bulkheads Adapted To Foundation Construction (AREA)
Abstract
The utility model provides a prefabricated installation retaining wall structure, which belongs to the technical field of retaining walls and comprises a component main body, wherein transverse pipelines and longitudinal pipelines are respectively arranged in the transverse direction and the longitudinal direction of the component main body, an installation seam is arranged between the two component main bodies, a display groove is arranged on the surface of the component main body, the prefabricated installation retaining wall structure adopts the design of a component core material and reinforcing steel bars, the structural stability and the compression resistance of the retaining wall are ensured, the soil pressure and the external force load can be effectively borne, the long-term stability is kept, the design of a weight-reducing core material is introduced, the dead weight of the retaining wall is effectively reduced, the load on a foundation is reduced, and the construction difficulty and the construction cost are reduced, and the prefabricated installation retaining wall structure has remarkable advantages especially under the condition of high retaining wall.
Description
Technical Field
The utility model relates to the technical field of retaining walls, in particular to a prefabricated retaining wall structure.
Background
With the acceleration of the urban process and the limited land resources, the reasonable utilization of land becomes an important consideration for urban planning and civil engineering. The retaining wall is used as a common civil structure and is widely applied to the fields of land leveling, sloping field protection, road construction and the like, however, the construction process of the traditional retaining wall needs to cast concrete or stone in situ, the construction period is long, the process is complex, the requirements on human resources and materials are high, and the function is single.
Therefore, there is a need for a prefabricated retaining wall construction to improve construction efficiency, reduce construction difficulty, and ensure consistency of construction quality.
Disclosure of Invention
In view of the deficiencies of the prior art, the present utility model provides a prefabricated retaining wall construction that addresses the deficiencies of the prior art.
The embodiment of the utility model provides a prefabricated mounting retaining wall structure, which comprises a component main body, wherein transverse pipelines and longitudinal pipelines are respectively arranged in the component main body in the transverse direction and the longitudinal direction, a mounting seam is arranged between the two component main bodies, and a display groove is arranged on the surface of the component main body.
Preferably, the component main body comprises a component core material and a weight-reducing core material, the component core material and the weight-reducing core material are integrally prepared, reinforcing steel bars are embedded in the weight-reducing core material, and packaging core materials are arranged on two end faces of the component core material and the weight-reducing core material.
Preferably, the component main bodies at two sides of the mounting seam are installed in a staggered mode, and round holes are formed in staggered positions of the component main bodies at two sides.
Preferably, the PP pipeline is embedded in the longitudinal pipeline and the transverse pipeline, threads are arranged at the pipe orifice positions of the longitudinal pipeline and the transverse pipeline, the set threads are adopted, a proper module can be selected for installation according to proper conditions, the modules such as proper dust settling equipment, air purifying equipment and warning alarms can be installed, the modules are directly connected through threads, and then the modules are communicated through the transverse pipeline and the longitudinal pipeline, so that different modules can be wired or distributed, round pipes are arranged in the modules, part of the pipelines are additionally arranged in the pipelines, and the impact resistance of the retaining wall can be further increased.
Preferably, the edge of show groove all grinds the rounding and handles, and the internal surface coating of show groove has the reinforced cement, and the show groove can be used to the regional sign language show area of building to adopt the form of rectangle fluting, also can not influence overall structure's intensity, on the other hand also can regard as warning area to use.
Preferably, the component core material in the component main body is high-grade cement, the weight-reducing core material is low-grade cement, the top of the packaging core material is low-grade cement, and the bottom packaging core material is high-grade cement.
Preferably, the reinforcing steel bar is a horizontally embedded steel bar section bar, and the reinforcing steel bar is horizontally embedded in the member core material.
Compared with the prior art, the utility model has the following beneficial effects:
1. in the utility model, the prefabricated retaining wall structure adopts the design of the component core material and the reinforcing steel bars, ensures the structural stability and the compressive capacity of the retaining wall, can effectively bear soil pressure and external force load, keeps long-term stability, effectively lightens the dead weight of the retaining wall by introducing the design of the weight-reducing core material, reduces the load on a foundation, reduces construction difficulty and cost, and has remarkable advantages especially under the condition of high retaining wall.
2. In the utility model, the construction efficiency is improved by adopting the preparation and the modularized design of the prefabricated component main body. The components are manufactured in a factory environment, so that quality control and standardized production can be performed, and the quality and consistency of the retaining wall are ensured.
Drawings
FIG. 1 is a main construction diagram of the present utility model;
FIG. 2 is a side view of the present utility model;
FIG. 3 is a front view of the present utility model;
FIG. 4 is a cross-sectional view of the present utility model;
fig. 5 is a partial construction view of the connecting position of the component body of the present utility model.
In the above figures: 1. a component body; 101. a member core material; 102. reinforcing steel bars; 103. a weight-reducing core material; 104. packaging the core material; 2. a transverse duct; 3. a mounting seam; 4. a display slot; 5. a longitudinal duct.
Detailed Description
The technical scheme of the utility model is further described below with reference to the accompanying drawings and examples.
First embodiment:
referring to fig. 1 to 4, a prefabricated installation retaining wall structure comprises a component main body 1, wherein a transverse pipeline 2 and a longitudinal pipeline 5 are respectively arranged in the transverse direction and the longitudinal direction of the component main body 1, an installation seam 3 is arranged between the two component main bodies 1, a display groove 4 is arranged on the surface of the component main body 1, the component main body 1 comprises a component core material 101 and a weight reduction core material 103, the component core material 101 and the weight reduction core material 103 are integrally prepared, reinforcing steel bars 102 are embedded in the weight reduction core material 103, both end faces of the component core material 101 and the weight reduction core material 103 are respectively provided with an encapsulation core material 104, the component core material 101 in the component main body 1 is high-grade cement, the weight reduction core material 103 is low-grade cement, the top of the encapsulation core material 104 at the bottom is high-grade cement, the component main body 1 is composed of the component core material 101 and the weight reduction core material 103, the high-grade cement material is selected, the strength and the durability are excellent, the weight reduction core material is low-grade cement material is adopted to reduce the overall weight, the construction convenience and the portability of the retaining wall are improved, and both end faces of the component core material 101 and the weight reduction core material 103 are respectively provided with encapsulation structures 104 for protecting the inner core material from the external environment.
The component main bodies 1 at two sides of the mounting seam 3 are installed in a staggered way, the staggered positions of the component main bodies 1 at two sides are provided with round holes which are penetrated up and down, the mounting seam 3 is arranged between the two component main bodies 1, the staggered mounting way is adopted, namely, the component main bodies 1 are alternately placed, the whole stability and the shock resistance of the retaining wall are improved, in addition, as shown in figure 5, the staggered positions of the component main bodies 1 at two sides are provided with round holes which are penetrated up and down, all round holes are positioned on the same vertical axis when the mounting seam 3 of the two component main bodies 1 are mutually embedded, at the moment, a fixed shaft can be directly inserted to connect the two component main bodies, the component main bodies 1 are fixed and connected, the firmness of the whole structure is improved, the longitudinal pipeline 5 and the transverse pipeline 2 are embedded with PP pipelines, the pipe orifice positions of the longitudinal pipeline 5 and the transverse pipeline 2 are provided with screw threads, the thread line is adopted, a proper module can be selected for installation according to proper conditions, the module comprises modules such as proper dust settling equipment, air purifying equipment, warning alarms and the like, the modules are directly connected through threads, different modules can be wired or distributed through the communication of the transverse pipeline 2 and the longitudinal pipeline 5, the inside of the module is provided with a round pipe form, a part of the pipeline is additionally arranged in the pipeline, the shock resistance of the retaining wall can be further increased, the edges of the display groove 4 are rounded, the inner surface of the display groove 4 is coated with reinforcing glue, the display groove 4 can be used for a slogan display area of a building area, the strength of the integral structure is not affected by adopting a rectangular slotting form, the module can be used as a warning area, the reinforcing steel bar 102 is a horizontally embedded steel bar section bar, and reinforcing bars 102 are horizontally embedded in the member core 101.
The whole working flow is as follows:
preparation: selecting proper construction sites, ensuring the site to be even and stable, and preparing the needed prefabricated retaining wall components and related modules.
The component body 1 is formed by prefabrication: the component core material 101 and the weight-reducing core material 103 are prefabricated, reinforcing steel bars 102 are embedded in the weight-reducing core material 103, the component core material 101 and the weight-reducing core material 103 are integrally prepared, the integrity and stability of the component main body 1 are ensured, and the packaging core material 104 is arranged on two end faces of the component main body 1 so as to protect the internal structure.
In the utility model, a connecting piece for an anchor rod of soil or rock mass can be reserved on the component main body 1, and the connecting piece is connected with the connecting piece in a mechanical connection or welding mode according to the size of the anchor rod. The number of the connecting pieces can be determined according to the sizes of the rock mass anchor rods and the component main body 1.
And (3) processing the mounting joint 3: mounting slits 3 are provided at predetermined positions so that the retaining wall member bodies 1 can be connected to each other, and circular holes are provided at staggered positions of the both side member bodies 1 for fixing and connecting the member bodies 1.
And (3) pipeline installation: the PP pipeline is embedded into the transverse pipeline 2 and the longitudinal pipeline 5 in the component main body 1, corrosion resistance and sealing performance of the pipeline are guaranteed, screw threads are arranged at the pipe orifice position, different functional modules are convenient to install, wiring or pipe arrangement is carried out through communication of the transverse pipeline 2 and the longitudinal pipeline 5, and connection among different modules is achieved.
Display tank 4 treatment: the surface of the component main body 1 is provided with the display groove 4, the notch is rounded, the inner surface of the display groove 4 is coated with reinforcing glue, the durability and the safety of the retaining wall are improved, and a slogan or a warning area is arranged in the display groove 4 according to the requirement.
Perfecting details: the component main body 1 is subjected to detail treatment, so that the surface of the component main body is smooth and flat, the connection condition of the mounting seam 3, the pipeline and the display groove 4 is checked, and the firmness of the structure and the normal use of the functional module are ensured.
Finishing and checking acceptance: and through acceptance and overall inspection of constructors, the quality and performance of the prefabricated retaining wall structure are ensured to meet the requirements.
Specific embodiment II:
further, the structural form of the component main body 1 includes, but is not limited to, rectangular, other special shapes or single shapes, and the side surface of the component main body 1 may be provided with reinforcing ribs for further increasing the impact resistance of the component main body 1.
Third embodiment:
according to a further technical scheme, the component core material 101, the weight-reducing core material 103 and the packaging core material 104 are prefabricated together, the component core material 101, the weight-reducing core material 103 and the packaging core material 104 are directly produced through a production line die, and the component core material 101, the weight-reducing core material 103 and the packaging core material 104 can be directly integrated in a prefabricated mode through production of the component main body 1 without separate pouring.
Finally, it is noted that the above embodiments are only for illustrating the technical solution of the present utility model and not for limiting the same, and although the present utility model has been described in detail with reference to the preferred embodiments, it should be understood by those skilled in the art that modifications and equivalents may be made thereto without departing from the spirit and scope of the technical solution of the present utility model, which is intended to be covered by the scope of the claims of the present utility model.
Claims (7)
1. The utility model provides a prefabricated installation retaining wall structure, its characterized in that includes component main part (1), the inside horizontal and the vertical of component main part (1) are equipped with horizontal pipeline (2) and vertical pipeline (5) respectively, two be equipped with mounting seam (3) between component main part (1), the surface of component main part (1) is equipped with show groove (4).
2. A prefabricated installed retaining wall construction according to claim 1, wherein: the component body (1) comprises a component core material (101) and a weight-reducing core material (103), the component core material (101) and the weight-reducing core material (103) are integrally prepared, reinforcing steel bars (102) are embedded in the weight-reducing core material (103), and packaging core materials (104) are arranged on two end faces of the component core material (101) and the weight-reducing core material (103).
3. A prefabricated installed retaining wall construction according to claim 1, wherein: the component main bodies (1) at two sides of the mounting seam (3) are installed in a staggered mode, and round holes are formed in staggered positions of the component main bodies (1) at two sides.
4. A prefabricated installed retaining wall construction according to claim 1, wherein: PP pipelines are embedded in the longitudinal pipelines (5) and the transverse pipelines (2), and screw threads are arranged at the pipe orifice positions of the longitudinal pipelines (5) and the transverse pipelines (2).
5. A prefabricated installed retaining wall construction according to claim 1, wherein: the edges of the display grooves (4) are rounded, and the inner surfaces of the display grooves (4) are coated with reinforcing glue.
6. A prefabricated installed retaining wall construction according to claim 2, wherein: the component core material (101) in the component main body (1) is high-grade cement, the weight-reduction core material (103) is low-grade cement, the top of the packaging core material (104) is low-grade cement, and the bottom packaging core material (104) is high-grade cement.
7. A prefabricated installed retaining wall construction according to claim 2, wherein: the reinforcing steel bars (102) are horizontally embedded steel bar profiles, and the reinforcing steel bars (102) are horizontally embedded in the component core material (101).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202321515133.3U CN219992533U (en) | 2023-06-14 | 2023-06-14 | Prefabricated installation retaining wall structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202321515133.3U CN219992533U (en) | 2023-06-14 | 2023-06-14 | Prefabricated installation retaining wall structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN219992533U true CN219992533U (en) | 2023-11-10 |
Family
ID=88605933
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202321515133.3U Active CN219992533U (en) | 2023-06-14 | 2023-06-14 | Prefabricated installation retaining wall structure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN219992533U (en) |
-
2023
- 2023-06-14 CN CN202321515133.3U patent/CN219992533U/en active Active
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN109440973B (en) | Construction method of vertical connection energy consumption structure of assembled shear wall | |
| CN205502577U (en) | A thimble assembly for buried sleeve one shot forming construction in piping shaft | |
| CN111962952A (en) | Steel tube concrete column-H-shaped steel beam-steel support-pi-shaped connecting piece combined type center pillar bottom node and manufacturing method | |
| CN103352583B (en) | Assembling multistory brick-and-concrete structure reinforcement means | |
| CN111962949B (en) | Concrete filled steel tube column-H-shaped steel beam-steel support-pi-shaped connecting piece combined type middle column middle node and manufacturing method | |
| CN111962951A (en) | Steel tube concrete column-H-shaped steel beam-steel support-Pi-shaped connecting piece combined type corner column bottom node and manufacturing method | |
| CN106088400A (en) | A kind of modular assembly formula light gauge cold-formed steel shape combined wall | |
| CN206070796U (en) | A kind of vertical attachment means of prefabricated assembled shear wall slab | |
| CN203230042U (en) | Bolt-cylinder-poured and multi-high-rise-block-structured integrated combination type building | |
| CN219992533U (en) | Prefabricated installation retaining wall structure | |
| CN104032861B (en) | Mixing coupled wall steel column and non-energy dissipating beam connecting node structure and construction method thereof | |
| CN219471198U (en) | Energy-consuming and shock-absorbing type assembled beam column connecting joint | |
| CN209585286U (en) | Cellular building module and assembled architecture main structure | |
| CN104652608A (en) | Assembly type exterior wall and beam connecting structure | |
| CN111962950A (en) | Steel tube concrete column-H-shaped steel beam-steel support-Pi-shaped connecting piece combined type corner column middle node and manufacturing method | |
| CN208815980U (en) | A kind of steel plate concrete assembled wall board anti-side energy-consuming device for modular architectural | |
| CN207122021U (en) | Assembled bolt connection concrete-filled steel tube shear wall | |
| CN202380638U (en) | Concrete filled steel tube column with bottom provided with soft steel sleeve and inside embedded with high toughness materials | |
| CN213539881U (en) | Steel core concrete column H type roof beam supports pi combination formula center pillar bottom node | |
| CN214089628U (en) | Prefabricated road rail guard | |
| CN212927241U (en) | Steel pipe concrete column-H steel beam-support-Pi-shaped combined corner column middle node | |
| CN211113134U (en) | FRP pipe sea water sand concrete core reinforced concrete beam | |
| CN112900749A (en) | Cross-shaped honeycomb steel rib rectangular section combined column and manufacturing method thereof | |
| CN106088398A (en) | A kind of combined wall board | |
| CN206090943U (en) | Composite wallboard |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant |