CN215107978U - Fully prefabricated wall or retaining wall - Google Patents

Fully prefabricated wall or retaining wall Download PDF

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Publication number
CN215107978U
CN215107978U CN202121197888.4U CN202121197888U CN215107978U CN 215107978 U CN215107978 U CN 215107978U CN 202121197888 U CN202121197888 U CN 202121197888U CN 215107978 U CN215107978 U CN 215107978U
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China
Prior art keywords
wall
base
retaining wall
wall body
fully prefabricated
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CN202121197888.4U
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Chinese (zh)
Inventor
刘智勇
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Changsha Yuanda Rubik's Cube Technology Co ltd
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Changsha Yuanda Rubik's Cube Technology Co ltd
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Priority to CN202121197888.4U priority Critical patent/CN215107978U/en
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Abstract

The utility model discloses a prefabricated enclosure or retaining wall entirely, it includes wall body and the base of prefabricating into in the mill, the wall body is arranged in on the base and with base fixed connection, outside, inboard, top, bottom and the tip of wall body are reinforced concrete structure, fill in the wall body with light material. In order to enhance the integrity of the structure, transverse reinforcing ribs and vertical reinforcing ribs are arranged in the wall body, and the transverse reinforcing ribs and the vertical reinforcing ribs are arranged in a criss-cross mode. The utility model discloses not only saved reinforcing bar, concrete material's use, convenient transportation and on-the-spot hoist and mount moreover compare with the site operation of traditional prefabricated enclosure or retaining wall entirely, and the installation rate is fast a lot.

Description

Fully prefabricated wall or retaining wall
Technical Field
The utility model relates to an assembled enclosure or retaining wall, especially a prefabricated enclosure or retaining wall entirely.
Background
The traditional enclosing wall or retaining wall can only be cast in place or built, the site operation is slow, and the wall can not be repeatedly used after being disassembled.
Chinese patent application CN109898550A discloses a prefabricated retaining wall assembled by splitting the retaining wall into prefabricated panels and prefabricated slabs, and the production of the prefabricated panels and slabs is carried out at the factory and then assembled on site. The retaining wall construction method effectively shortens the construction period of the retaining wall and can be repeatedly used after being disassembled, however, the retaining wall component is a solid structure prefabricated by full steel bars and concrete, the weight of a single component reaches 10T, a large amount of reinforced concrete materials are needed, the cost of raw materials is high, and transportation, hoisting and the like can be realized by adopting large-scale equipment.
SUMMERY OF THE UTILITY MODEL
The utility model aims to solve the technical problem that, too heavy and the raw materials is with high costs not enough to current prefabricated assembled retaining wall component, provide one kind and can alleviate component weight to reduce raw materials cost's prefabricated enclosure or retaining wall entirely.
In order to solve the technical problem, the utility model provides a prefabricated enclosure or retaining wall entirely, it includes wall body and the base prefabricated at the mill, the wall body is arranged in on the base and with base fixed connection, outside, inboard, top, bottom and the tip of wall body are reinforced concrete structure, fill light materials in the wall body.
The utility model discloses with the outside of the wall body of prefabricated enclosure or retaining wall entirely, inboard, top, bottom and tip design for reinforced concrete structure, fill in the wall body and fill out light material, not only guaranteed the quality of wall body, make the weight loss of wall body (the weight of single wall body component is no longer than 5T usually) moreover, convenient transportation and hoist and mount, the reinforced concrete volume of wall body reduces simultaneously, has saved material cost.
In order to enhance the integrity of the wall structure, transverse reinforcing ribs or vertical reinforcing ribs are arranged in the wall, or the transverse reinforcing ribs and the vertical reinforcing ribs are arranged simultaneously, and the transverse reinforcing ribs and the vertical reinforcing ribs are arranged in a criss-cross mode. The transverse reinforcing rib and the vertical reinforcing rib are preferably of reinforced concrete structures.
The lightweight material is preferably a weight-reducing foam.
When the utility model discloses when being used as retaining wall, the thickness on the inboard reinforced concrete layer of wall body is greater than the thickness on the reinforced concrete layer in the outside, just the ear side of choosing of wall body is as inboard.
For making things convenient for being connected of wall body and base, the bottom setting of wall body is chosen the ear, choose and reserve the connecting hole on the ear, the connecting hole is vertical to be run through choose the ear, just the upper portion diameter of connecting hole is greater than the lower part diameter to make things convenient for putting into of connecting screw rod.
In a specific embodiment, the base is arranged right below the wall, an internal thread sleeve is embedded in the base, and a connecting screw rod penetrating through the connecting hole is in threaded connection with the internal thread sleeve in the base.
For convenience, the utility model discloses an on-the-spot installation, set up plain concrete bed course below the base.
Compared with the prior art, the beneficial effects of the utility model are that:
1. the utility model discloses a wall body and the base of prefabricated enclosure or retaining wall are all in the factory production, can the guaranteed quality.
2. The utility model discloses a wall body weight reduction of prefabricated enclosure or retaining wall entirely has not only saved raw and other materials, and convenient transportation and on-the-spot hoist and mount compare with the site operation of traditional prefabricated enclosure or retaining wall entirely, and the installation rate is fast very much.
3. The utility model discloses a reuse can be demolishd to prefabricated enclosure or retaining wall entirely.
Drawings
In order to more clearly illustrate the embodiments of the present invention or the technical solutions in the prior art, the drawings needed to be used in the description of the embodiments or the prior art will be briefly described below, and it is obvious that the drawings in the following description are some embodiments of the present invention, and for those skilled in the art, other drawings can be obtained according to these drawings without creative efforts.
Fig. 1 is the front view of the wall body of the fully prefabricated enclosure or retaining wall of the present invention.
Fig. 2 is a sectional view a-a of fig. 1.
Fig. 3 is a sectional view B-B of fig. 1.
Figure 4 is the utility model discloses a mounting structure side view of prefabricated enclosure or retaining wall entirely.
Figure 5 is the utility model discloses a mounting structure side view when prefabricated enclosure or retaining wall is as the retaining wall entirely.
Detailed Description
The invention is further described below with reference to specific preferred embodiments, without thereby limiting the scope of protection of the invention.
For convenience of description, the relative positional relationship of the components, such as: the descriptions of the upper, lower, left, right, etc. are described with reference to the layout directions of the drawings in the specification, and do not limit the structure of the present patent.
As shown in fig. 1-5, an embodiment of the fully prefabricated enclosure or retaining wall of the present invention includes a wall 1 and a base 2 prefabricated in a factory, wherein the wall 1 is disposed on the base 2 directly below the wall and is fixedly connected to the base 2.
In this embodiment, the outer side, the inner side, the top, the bottom and the end of the wall body 1 are all of a reinforced concrete structure 15, a transverse reinforcing rib 11 and a vertical reinforcing rib 12 are arranged in the wall body 1, and the transverse reinforcing rib 11 and the vertical reinforcing rib 12 are arranged in a criss-cross manner, so that a plurality of light material filling spaces are formed in the wall body, and light materials 3 are filled in each light material filling space. The lightweight material 3 is preferably made of a weight-reduction foam.
In some embodiments, only the transverse reinforcing ribs 11 or only the vertical reinforcing ribs 12 may be provided in the wall body 1.
The transverse reinforcing rib 11 and the vertical reinforcing rib 12 are preferably made of cast reinforced concrete structures.
In this embodiment, the bottom of wall body 1 sets up chooses ear 13, choose to reserve connecting hole 14 on the ear 13, connecting hole 14 vertically runs through choose ear 13, just the upper portion diameter of connecting hole 14 is greater than the lower part diameter. An internal thread sleeve is pre-buried in the base 2, the connecting screw rod 4 penetrating through the connecting hole 14 is in threaded connection with the internal thread sleeve in the base 2, and after the connecting screw rod 4 is installed, the connecting hole 14 is sealed by mortar to prevent the connecting screw rod 4 from being corroded.
When the utility model discloses when being used as retaining wall, the reinforced concrete layer's of the inboard (covering soil side) of wall body 1 thickness is greater than the reinforced concrete layer's in the outside thickness, just the ear side of choosing of wall body 1 is as inboard. The thickness and the reinforcing bars of the retaining wall are determined according to calculation, the size and the interval of the connecting screw rods 4 are determined according to the size of the soil covering pressure, and the connecting screw rods 4 are pulled to resist the overturning of the retaining wall. Before construction, the connecting screw rod 4 needs to be subjected to anticorrosion treatment, and after the connecting screw rod 4 is installed, the anticorrosion treatment needs to be carried out. The size of the base of the retaining wall is determined according to the size of the covering soil pressure.
The utility model discloses during on-the-spot installation, need be in set up plain concrete bed course 5 below base 2, and the vertical seam between the adjacent wall body 1 is 10mm wide, if as retaining wall, waterproof treatment such as beat glue still need be done to vertical seam crossing.
The above description is only for the specific embodiments of the present invention, but the scope of the present invention is not limited thereto, and those skilled in the art can utilize the technical content disclosed above to make many possible variations and modifications to the technical solution of the present invention, or to modify equivalent embodiments with equivalent variations, without departing from the scope of the technical solution of the present invention. Therefore, any simple modification, equivalent change and modification made to the above embodiments by the technical entity of the present invention should fall within the protection scope of the technical solution of the present invention.

Claims (9)

1. A fully prefabricated enclosing wall or retaining wall comprises a wall body and a base which are prefabricated in a factory, wherein the wall body is arranged on the base and is fixedly connected with the base.
2. A fully prefabricated wall or retaining wall as claimed in claim 1 wherein transverse strengthening ribs are provided in the wall.
3. A fully prefabricated wall or retaining wall as claimed in claim 1 wherein vertical strengthening ribs are provided in the wall.
4. A fully prefabricated wall or retaining wall as claimed in claim 1 wherein transverse and vertical stiffeners are provided in the wall and are staggered.
5. A fully prefabricated enclosure or retaining wall as claimed in claim 1 wherein said lightweight material is a weight reducing foam.
6. A fully prefabricated wall or retaining wall according to claim 1 wherein the thickness of the inside layer of reinforced concrete of the wall is greater than the thickness of the outside layer of reinforced concrete.
7. A fully prefabricated enclosure wall or retaining wall as claimed in claim 1, wherein the bottom of the wall is provided with a pick ear, a connecting hole is reserved on the pick ear, the connecting hole vertically penetrates through the pick ear, and the diameter of the upper part of the connecting hole is greater than that of the lower part.
8. A fully prefabricated enclosure or retaining wall as claimed in claim 7 wherein the base is located directly below the wall, and internally threaded sleeves are pre-embedded in the base, the threaded rod passing through the connection hole being in threaded connection with the internally threaded sleeve in the base.
9. A fully prefabricated enclosure or retaining wall as claimed in claim 1 wherein a plain concrete underlayment is provided beneath the base.
CN202121197888.4U 2021-05-31 2021-05-31 Fully prefabricated wall or retaining wall Active CN215107978U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN202121197888.4U CN215107978U (en) 2021-05-31 2021-05-31 Fully prefabricated wall or retaining wall

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN202121197888.4U CN215107978U (en) 2021-05-31 2021-05-31 Fully prefabricated wall or retaining wall

Publications (1)

Publication Number Publication Date
CN215107978U true CN215107978U (en) 2021-12-10

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CN202121197888.4U Active CN215107978U (en) 2021-05-31 2021-05-31 Fully prefabricated wall or retaining wall

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Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN114893065A (en) * 2022-01-25 2022-08-12 桃江诚友绿色装配式建筑科技有限公司 Recycled aggregate concrete multi-ribbed sandwich movable enclosing wall

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN114893065A (en) * 2022-01-25 2022-08-12 桃江诚友绿色装配式建筑科技有限公司 Recycled aggregate concrete multi-ribbed sandwich movable enclosing wall

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