CN213572778U - Prefabricated wall body is handed over to rail - Google Patents

Prefabricated wall body is handed over to rail Download PDF

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Publication number
CN213572778U
CN213572778U CN202021351101.0U CN202021351101U CN213572778U CN 213572778 U CN213572778 U CN 213572778U CN 202021351101 U CN202021351101 U CN 202021351101U CN 213572778 U CN213572778 U CN 213572778U
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China
Prior art keywords
wall
prefabricated
keel
shear wall
concrete slab
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CN202021351101.0U
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Chinese (zh)
Inventor
郭建
吴旻
陈佳维
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Shanghai Tunnel Engineering and Rail Transit Design and Research Institute
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Shanghai Tunnel Engineering and Rail Transit Design and Research Institute
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Priority to CN202021351101.0U priority Critical patent/CN213572778U/en
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Abstract

The utility model discloses a rail traffic prefabricated wall body, decorate concrete slab including shear force wall, fossil fragments braced system and prefabrication, prefabricated decoration concrete slab warp fossil fragments braced system fixes the front of shear force wall, fossil fragments braced system is located the back of shear force wall or being located the front of shear force wall. The utility model has the advantages that: the rail transit prefabricated wall fully and prominently shows the style characteristics of the station, the existing design is broken through, the visualized station name wall design is matched with the design theme of the internal space of the station, the artistic characteristics are embodied in the design scheme, the station identification degree is enhanced by the customized special style, better space experience is brought to passengers, zone bit characteristic business cards are easily formed, and certain reference value is provided for improvement and innovation of the visual effect of the rail transit space later.

Description

Prefabricated wall body is handed over to rail
Technical Field
The utility model relates to a track traffic construction technical field, concretely relates to prefabricated wall body is handed over to rail.
Background
The station name artistic wall integrates the guiding function and the creation of public artistic culture of the subway station name wall, adopts modularization, customization and prefabrication in parallel, and utilizes special decorative concrete materials to prefabricate, assemble and color patterns and embossments. The station name art wall is used as a decorative side wall of a building or an escalator on the basis of following a guide design principle, and the reinforced keel supporting system and the inner side wall surface dry hanging system are shared inside the station name art wall, so that the decorative thickness needs to be reduced to the maximum degree, and the integration and integration capability of station decoration is improved.
Disclosure of Invention
The utility model aims at providing a prefabricated wall body is handed over to rail according to the weak point of above-mentioned prior art, this rail is handed over prefabricated wall body and has been assembled subway station name wall's direction function and public artistic culture creation, adopts modularization, customization, prefabrication parallel, utilizes special decorative concrete material to carry out the prefabrication of pattern, relief (sculpture), assemble, color.
The utility model discloses the purpose is realized accomplishing by following technical scheme:
a rail transit prefabricated wall body comprises a shear wall, a keel supporting system and a prefabricated decorative concrete slab, wherein the prefabricated decorative concrete slab is fixed to the front face of the shear wall through the keel supporting system, and the keel supporting system is located on the back face of the shear wall or located on the front face of the shear wall.
The keel supporting system is fixedly installed on the back face of the shear wall through the wall penetrating support, the other end of the wall penetrating support penetrates through the front face of the shear wall and protrudes outwards, and the prefabricated decorative concrete slab is fixedly installed on the front face of the shear wall through the wall penetrating support.
The keel supporting system is formed by combining a transverse keel and a longitudinal keel, and the transverse keel and the wall penetrating support are welded and fixed.
Fossil fragments braced system arrange in the front of shear force wall, and be located the shear force wall with between the precast concrete board of decorating, fossil fragments braced system includes vertical fossil fragments and horizontal fossil fragments, vertical fossil fragments are fixed in through galvanized steel sheet embedded component and crab-bolt on the shear force wall, adjacent be provided with between the vertical fossil fragments horizontal fossil fragments and anchor are connected, precast concrete board of decorating is fixed in through bolted connection on the vertical fossil fragments.
The utility model has the advantages that: the rail transit prefabricated wall fully and prominently shows the style characteristics of the station, the existing design is broken through, the visualized station name wall design is matched with the design theme of the internal space of the station, the artistic characteristics are embodied in the design scheme, the station identification degree is enhanced by the customized special style, better space experience is brought to passengers, zone bit characteristic business cards are easily formed, and certain reference value is provided for improvement and innovation of the visual effect of the rail transit space later.
Drawings
Fig. 1 is a schematic view of the bottom structure of the middle rail transit prefabricated wall of the utility model;
FIG. 2 is a schematic structural view of a galvanized steel sheet embedded part of the middle rail crossing prefabricated wall body of the utility model;
FIG. 3 is a schematic structural view of the middle part and the top part of the middle rail-crossing prefabricated wall body of the utility model;
fig. 4 is the utility model discloses well rail is handed over prefabricated wall's elevation cross-sectional view.
Detailed Description
The features of the present invention and other related features are described in further detail below by way of example with reference to the accompanying drawings, for the understanding of those skilled in the art:
referring to fig. 1-4, the labels in the figures are: the shear wall comprises a shear wall 1, a prefabricated decorative concrete slab 2, a vertical keel 3, a transverse keel 4, a wall penetrating support 5, a galvanized steel plate embedded part 6, an anchor bolt 7, an adapter part 8, a bolt 9 and a gasket 10.
Example 1: as shown in fig. 4, the embodiment specifically relates to a rail-mounted prefabricated wall, which includes a shear wall 1, a keel supporting system and a prefabricated decorative concrete slab 2, wherein the prefabricated decorative concrete slab 2 is fixed on the front surface of the shear wall 1 via the keel supporting system.
In this embodiment, the keel support system is located on the back of the shear wall 1. The keel supporting system is fixedly installed on the back of the shear wall 1 through the wall penetrating support 5, and the length of the wall penetrating support 5 is 15 mm. The other end of the wall penetrating support 5 penetrates through the front face of the shear wall 1 and protrudes outwards, and the prefabricated decorative concrete plate 2 is fixedly installed on the front face of the shear wall 1 through the wall penetrating support 5. The keel supporting system is formed by combining a transverse keel 4 and a longitudinal keel, and the vertical keel 3 and the transverse keel 4 are galvanized square pipes with the size of 80mm x 5 mm. The transverse keel 4 is welded and fixed with the wall-through support 5. The length of the welding line is not less than 80mm, and the height of the welding line is not less than 5 mm. The weld joint is coated with antirust paint, and the thickness of the antirust paint is not less than 85 um. The antirust paint comprises two zinc-rich priming paints and one finishing paint.
As shown in fig. 4, the working method of the rail-crossing prefabricated wall in this embodiment includes the following steps:
(1) ash removal is carried out on the shear wall 1, so that floating ash impurities, oil and water are avoided;
(2) a keel supporting system is arranged on the back of the shear wall 1 through a wall penetrating support 5, the keel supporting system is formed by combining a transverse keel 4 and a longitudinal keel, and the transverse keel 4 is welded and fixed with one end of the wall penetrating support 5;
(3) the other end of the wall penetrating support 5 penetrates through the front face of the shear wall 1 and protrudes outwards, and the prefabricated decorative concrete plate 2 is fixedly installed on the front face of the shear wall 1 through the wall penetrating support 5.
Example 2: as shown in fig. 1 to 3, the embodiment specifically relates to a rail-mounted prefabricated wall, which includes a shear wall 1, a keel supporting system and a prefabricated decorative concrete slab 2, wherein the prefabricated decorative concrete slab 2 is fixed on the front surface of the shear wall 1 through the keel supporting system.
In this embodiment, the keel support system is located on the front face of the shear wall 1. The keel supporting system is arranged on the front face of the shear wall 1 and located between the shear wall 1 and the prefabricated decorative concrete slab 2, and comprises vertical keels 3 and transverse keels 4, wherein the vertical keels 3 and the transverse keels 4 are galvanized square pipes with the size of 80mm by 5 mm. The vertical keel 3 is fixed on the shear wall 1 through the galvanized steel plate embedded part 6 and the anchor bolt 7, and the galvanized steel plate embedded part 6 is 250mm by 250mm in size. A gasket 10 is arranged between the contact surfaces of the anchor bolt 7 and the galvanized steel sheet embedded part 6. And a transverse keel 4 is arranged between the adjacent vertical keels 3 and is connected in an anchoring way. The welding has adaptor 8 on the vertical fossil fragments 3, and adaptor 8 is galvanized angle steel, and the size of galvanized angle steel is 80mm 5 mm. The length of the welding line is not less than 80mm, and the height of the welding line is not less than 5 mm. The weld joint is coated with antirust paint, and the thickness of the antirust paint is not less than 85 um. The antirust paint comprises two zinc-rich priming paints and one finishing paint. The precast decorative concrete slab 2 is fixedly connected on the vertical keel 3 through a bolt 9 and an adapter 8.
As shown in fig. 1 to 3, the working method of the rail-crossing prefabricated wall in this embodiment includes the following steps:
(1) ash removal is carried out on the shear wall 1, so that floating ash impurities, oil and water are avoided;
(2) fixing the galvanized steel plate embedded part 6 on the front surface of the shear wall 1 through an anchor bolt 7 and a gasket 10;
(3) erecting a vertical keel 3 on the back surface of the shear wall 1, welding the vertical keel 3 and a galvanized steel plate embedded part 6 together, welding an adapter 8 on the vertical keel 3, and brushing two zinc-rich primers and one finish on the welding part after deslagging;
(4) the prefabricated decorative concrete plate 2 is fixed on the vertical keel 3 through a bolt 9.

Claims (4)

1. A rail traffic prefabricated wall body is characterized by comprising a shear wall, a keel supporting system and a prefabricated decorative concrete slab, wherein the prefabricated decorative concrete slab is fixed on the front surface of the shear wall through the keel supporting system, and the keel supporting system is positioned on the back surface of the shear wall or on the front surface of the shear wall.
2. The prefabricated rail-traffic wall body according to claim 1, wherein the keel supporting system is fixedly installed on the back surface of the shear wall by arranging a through-wall support, the other end of the through-wall support penetrates through the front surface of the shear wall and protrudes outwards, and the prefabricated decorative concrete slab is fixedly installed on the front surface of the shear wall through the through-wall support.
3. The rail transit prefabricated wall body as claimed in claim 2, wherein the keel supporting system is formed by combining a transverse keel and a longitudinal keel, and the transverse keel and the wall penetrating support are welded and fixed.
4. The prefabricated wall body of claim 1, wherein the keel supporting system is disposed on the front surface of the shear wall and located between the shear wall and the prefabricated decorative concrete slab, the keel supporting system comprises vertical keels and transverse keels, the vertical keels are fixed on the shear wall through galvanized steel plate embedded parts and anchor bolts, the transverse keels are arranged between the adjacent vertical keels and connected in an anchoring manner, and the prefabricated decorative concrete slab is fixed on the vertical keels through bolt connection.
CN202021351101.0U 2020-07-10 2020-07-10 Prefabricated wall body is handed over to rail Active CN213572778U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN202021351101.0U CN213572778U (en) 2020-07-10 2020-07-10 Prefabricated wall body is handed over to rail

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN202021351101.0U CN213572778U (en) 2020-07-10 2020-07-10 Prefabricated wall body is handed over to rail

Publications (1)

Publication Number Publication Date
CN213572778U true CN213572778U (en) 2021-06-29

Family

ID=76551701

Family Applications (1)

Application Number Title Priority Date Filing Date
CN202021351101.0U Active CN213572778U (en) 2020-07-10 2020-07-10 Prefabricated wall body is handed over to rail

Country Status (1)

Country Link
CN (1) CN213572778U (en)

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