CN114232856A - Glass wall and construction method thereof - Google Patents

Glass wall and construction method thereof Download PDF

Info

Publication number
CN114232856A
CN114232856A CN202210028356.0A CN202210028356A CN114232856A CN 114232856 A CN114232856 A CN 114232856A CN 202210028356 A CN202210028356 A CN 202210028356A CN 114232856 A CN114232856 A CN 114232856A
Authority
CN
China
Prior art keywords
glass body
supporting
fixing
glass
steel
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.)
Pending
Application number
CN202210028356.0A
Other languages
Chinese (zh)
Inventor
李延赞
帖国庆
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Shaanxi Dayang Liheng Decoration Co ltd
Original Assignee
Shaanxi Dayang Liheng Decoration Co ltd
Priority date (The priority date 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 date listed.)
Filing date
Publication date
Application filed by Shaanxi Dayang Liheng Decoration Co ltd filed Critical Shaanxi Dayang Liheng Decoration Co ltd
Priority to CN202210028356.0A priority Critical patent/CN114232856A/en
Publication of CN114232856A publication Critical patent/CN114232856A/en
Pending legal-status Critical Current

Links

Images

Classifications

    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04BGENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B2/00Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls
    • E04B2/88Curtain walls
    • E04B2/885Curtain walls comprising a supporting structure for flush mounted glazing panels
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04GSCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
    • E04G21/00Preparing, conveying, or working-up building materials or building elements in situ; Other devices or measures for constructional work
    • E04G21/14Conveying or assembling building elements
    • E04G21/16Tools or apparatus
    • E04G21/167Tools or apparatus specially adapted for working-up plates, panels or slab shaped building elements

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Mechanical Engineering (AREA)
  • Physics & Mathematics (AREA)
  • Electromagnetism (AREA)
  • Load-Bearing And Curtain Walls (AREA)

Abstract

The invention relates to a glass wall and a construction method thereof, relating to the technical field of glass walls of underground garages, and the glass wall comprises a supporting device, a fixing device and a glass body, wherein the fixing device and the glass body are positioned on the supporting device, the supporting device and the fixing device are positioned below the ground, the supporting device is used for supporting the fixing device and the glass body, the fixing device is used for fixing the glass body, the fixing device comprises two fixing frames, the bottom of the glass body is positioned between the fixing frames, and the bottom of the fixing frame is arranged on the fixing device. According to the invention, the glass body can be firmly fixed on the supporting device through the fixing frame, the stability of the glass body on the supporting device can be improved, and the falling of the glass body is reduced.

Description

Glass wall and construction method thereof
Technical Field
The invention relates to the technical field of glass walls of underground garages, in particular to a glass wall and a construction method thereof.
Background
With the development of the urban construction cause in China, more and more automobiles run on the streets and the lanes, so that more space is needed for the automobiles to park. Because of the shortage of urban land resources, more and more high buildings are built with underground parking lots for parking cars.
In order to improve the lighting effect of the underground parking lot, a glass canopy is usually installed at an entrance of the parking lot to improve the lighting effect of the underground parking lot.
In view of the above-mentioned related technologies, the inventor believes that the glass wall is not firmly connected to the ground, and the glass wall may fall off from the ground after a long time use, thereby causing a potential safety hazard.
Disclosure of Invention
The invention provides a glass wall and a construction method thereof, aiming at improving the connection strength between the glass wall and the ground and reducing the falling of the glass wall from the ground.
In a first aspect, the invention provides a glass wall, which adopts the following technical scheme:
the utility model provides a glass wall, includes strutting arrangement, is located fixing device and glass body on the strutting arrangement, strutting arrangement and fixing device are located the below ground, strutting arrangement is used for supporting fixing device and glass body, fixing device is used for fixing glass body, fixing device includes two mounts, glass body's bottom is located between the mount, the bottom setting of mount is in fixing device is last.
By adopting the technical scheme, the supporting device is arranged below the ground when the glass body is arranged. Then, the bottom of the glass body is placed on the supporting device, the two fixing frames are adjusted and fixed on the supporting device, so that the fixing frames firmly fix the glass body on the supporting device, and the glass body is installed on the ground. Through the fixing frame, the glass body can be firmly fixed on the supporting device, the stability of the glass body on the supporting device can be improved, and the falling of the glass body is reduced.
Optionally, the fixing frame includes supporting frames, the glass body is located between the supporting frames, and the bottom of the supporting frame is disposed on the supporting device.
By adopting the technical scheme, during installation, the glass body is clamped between the two supporting frames, so that the bottoms of the supporting frames are fixed on the supporting device, and the glass body is fixed on the supporting device. The fixing frame can firmly fix the glass body on the supporting device, and the stability of the glass body is improved.
Optionally, the supporting frame is provided with at least one vertical section, and the vertical section is arranged along the height direction of the glass body.
Through adopting above-mentioned technical scheme, the support intensity of carriage can be strengthened to the vertical section of setting, can improve the support intensity of carriage to the glass body, improves stability.
Optionally, the supporting device comprises an i-steel piece and at least two connecting mechanisms, the bottom of the i-steel piece is arranged on the original building floor structure through the connecting mechanisms, and the i-steel piece is used for supporting the fixing frame.
Through adopting above-mentioned technical scheme, during the installation, adjust the I-steel piece, under coupling mechanism's effect, can fix the bottom of I-steel piece on former building floor structure. Then, the fixing frame is adjusted to be fixed at the top of the I-shaped steel piece, and the fixing frame is installed. The supporting device who sets up can support the installation of mount, can improve the joint strength of mount in former building floor structural, and then supports the glass body.
Optionally, the i-steel member includes an i-steel base beam and at least two i-steel columns, the bottoms of the i-steel columns are fixed on the original building structure through a connecting mechanism, the tops of the i-steel columns are used for supporting the i-steel base beam, and the supporting frame is arranged on the i-steel base beam.
By adopting the technical scheme, during installation, the I-shaped steel columns are sequentially adjusted and fixed on the original building structure under the action of the connecting mechanism. Then, the I-steel base beam is arranged on the two I-steel columns in a lap mode, so that the I-steel base beam can support the fixing frame and the glass body. The I-steel piece that sets up can support mount and glass body, can improve the stability of glass body on the I-steel base roof beam.
Optionally, the connecting mechanism includes a connecting plate, a concrete base and at least two connecting pieces, the concrete base is used for being fixed on the original building floor structure, the connecting plate is fixed on the concrete base through the connecting pieces, and the bottom of the i-shaped steel column is fixed on the connecting plate.
Through adopting above-mentioned technical scheme, adjust the concrete foundation, fix the concrete foundation on former building structure. And then adjusting the connecting plate, and firmly fixing the connecting plate on the concrete base under the action of the connecting piece. And then, fixing the I-shaped steel column on the connecting plate to realize the fixation of the I-shaped steel column on the concrete base. The connecting mechanism can enable the connecting plate to be firmly fixed on an original building structure, enables the connecting plate to be capable of installing the I-shaped steel column, and can improve the stability of the I-shaped steel column during installation, so that the installation stability of the glass body is improved.
Optionally, a flexible member is disposed on one side of the fixing frame close to the glass body.
Through adopting above-mentioned technical scheme, the flexible piece that sets up can play certain guard action to the glass body. Simultaneously, at the in-process of installation glass body, the flexible piece can improve the stability of glass body on the mount.
In a second aspect, the present application provides a construction method of a glass wall, which adopts the following technical scheme:
a construction method of a glass wall comprises the following steps:
step 1: the fixed supporting device fixes the supporting device on the original building floor structure;
step 2: installing a fixing frame and a glass body, placing the glass body and a supporting frame on a supporting device to enable the glass body to be positioned between the two fixing frames, and respectively fixing the glass body and the mounting frame on the supporting device;
and step 3: backfilling, and burying the supporting device and the fixing frame under the ground.
Through adopting above-mentioned technical scheme, adjust strutting arrangement, firmly fix strutting arrangement on former building floor structure. The glass body and the fixing frame are fixed on the supporting device, so that the fixing frame fixes the glass body. Then, concrete is filled, and the fixing frame is buried under the ground to complete the installation of the glass body. According to the construction method of the glass wall, the supporting device is fixed on the original building floor structure, the fixing frame and the glass body are supported, the glass body is fixed by the fixing frame, the installation stability of the glass body can be improved, and the glass body is prevented from falling.
In summary, the invention includes at least one of the following beneficial technical effects:
the glass body can be firmly fixed on the supporting device through the fixing frame, so that the stability of the glass body on the supporting device can be improved, and the falling of the glass body is reduced;
the supporting device can support the installation of the fixing frame, can improve the connection strength of the fixing frame on the original building floor structure, and further supports the glass body;
the connecting mechanism can firmly fix the connecting plate on the original building structure, so that the connecting plate can be used for mounting the I-shaped steel column, the mounting stability of the I-shaped steel column can be improved, and the mounting stability of the glass body is further improved;
according to the construction method of the glass wall, the supporting device is fixed on the original building floor structure, the fixing frame and the glass body are supported, the glass body is fixed by the fixing frame, the installation stability of the glass body can be improved, and the glass body is prevented from falling.
Drawings
FIG. 1 is a perspective view of a glass wall in accordance with an embodiment of the present invention.
Fig. 2 is an enlarged schematic view of a portion a of fig. 1.
Description of reference numerals: 1. a support device; 11. an I-shaped steel member; 111. an I-steel base beam; 112. an I-shaped steel column; 12. a connecting mechanism; 121. a connecting plate; 122. a concrete base; 123. a connecting member; 2. a fixing device; 21. a fixed mount; 211. a support frame; 212. a vertical section; 3. a glass body.
Detailed Description
The present invention is described in further detail below with reference to FIGS. 1-2.
The embodiment of the invention discloses a glass wall. Referring to fig. 1, the glass wall includes a supporting device 1, a fixing device 2 located on the supporting device 1, and a glass body 3, in which the glass body 3 is configured as 15+15 laminated glass, and the glass size is set to 3000mm by 3000 mm. The supporting device 1 and the fixing device 2 are located below the ground, the supporting device 1 can support the fixing device 2 and the glass body 3, and the fixing device 2 can fix the glass body 3.
Referring to fig. 1, in order to improve the mounting stability of the glass body 3, the mounting quality is improved. The fixing device 2 includes two fixing frames 21, the fixing frame 21 includes a supporting frame 211, the supporting frame 211 is formed by welding 40 × 60 × 2 galvanized square pipes, and the size of the supporting frame 211 is set to be 500mm × 3000 mm. Three vertical sections 212 are integrally linked to the supporting frame 211, and the vertical sections 212 are distributed along the height direction of the glass body 3. Glass body 3 sets up between the carriage 211, and one side that the carriage is close to glass body 3 is provided with the flexible piece, and this embodiment flexible piece does not mark, and the flexible piece sets up to the flexible material gasket to it is fixed to step up through the flexible material clamping piece. The bottom of the support frame 211 is disposed on the support device 1.
Referring to fig. 1, in order to fix the support frame 211 to the original building structure, the support device 1 includes an i-steel member 11 and at least two connecting mechanisms 12, where the i-steel member 11 includes an i-steel base beam 111 and two i-steel columns 112. The bottom of the i-shaped steel columns 112 is fixed on the original building structure through the connecting mechanism 12, in this embodiment, the i-shaped steel columns 112 are provided with 20# B i-shaped steel, and the distance between the i-shaped steel columns 112 is set to be 3 meters. The bottom of the i-steel base beam 111 is fully welded on the two i-steel columns 112, the i-steel base beam 111 of the embodiment is set to 20# B i-steel, and the length of the i-steel base beam 111 is set to 3000 mm. The support frame 211 and the glass body 3 are arranged at the top of the I-shaped steel base beam 111, and the bottom of the support frame 211 is fully welded on the I-shaped steel base beam 111.
Referring to fig. 2, in order to facilitate fixing the i-shaped steel column 112 to the original building floor structure, the connecting mechanism 12 includes a connecting plate 121, a concrete base 122 and two connecting members 123, the concrete base 122 is poured on the original building floor structure, in this embodiment, the size of the concrete base 122 is 500mm by 100mm, and the size of the connecting plate 121 is 350mm by 10 mm. The connecting member 123 of this embodiment is configured as an M8 expansion bolt, and the connecting plate 121 is firmly fixed to the concrete base 122 by the connecting member 123. The i-steel post 112 is then welded to the web 121.
The implementation principle of a glass wall of the embodiment of the application is as follows: when the glass body 3 is installed, the concrete base 122 is adjusted, and the concrete base 122 is poured on the original building structure. The connection plates 121 and the connection members 123 are then adjusted to firmly fix the connection plates 121 to the concrete bases 122, respectively. And then fixing the i-shaped steel column 112 on the connecting plate 121 to fix the i-shaped steel column 112 on the concrete base 122.
Then, the i-steel base beam 111 is fully welded to the two i-steel columns 112, the glass body 3 is placed on the i-steel base beam 111, and then the flexible member is fixed to the side of the support frame 211 adjacent to the glass body 3. And the support frame 211 is fully welded on the I-shaped steel base beam 111, so that the glass body 3 is installed on the I-shaped steel base beam 111.
The embodiment of the application also discloses a construction method of the glass wall, and with reference to fig. 1 and 2, the glass wall comprises the following steps:
the support frame 211, the i-steel base beam 111, the i-steel columns 112, and the connecting plate 121 are sequentially processed to reach a designated size. When the glass body 3 is installed, the concrete base 122 is adjusted, and the concrete base 122 is poured at a specified position on the original building structure, so that the concrete base 122 reaches a specified size. The connection plates 121 and the connection members 123 are then adjusted to firmly fix the connection plates 121 to the concrete bases 122, respectively. And then, fully welding the bottoms of the i-shaped steel columns 112 on the connecting plates 121 to fix the i-shaped steel columns 112 on the concrete base 122. Then, the i-steel base beam 111 is fully welded to the two i-steel columns 112, the glass body 3 is placed on the i-steel base beam 111, and then the flexible member is fixed to the side of the support frame 211 adjacent to the glass body 3. And fully welding the support frame 211 on the I-shaped steel base beam 111 to realize the installation of the glass body 3 on the I-shaped steel base beam 111, and finally embedding the support frame 211 below the ground in a concrete pouring mode to finish the installation of the glass body 3.
The above embodiments are preferred embodiments of the present application, and the protection scope of the present application is not limited by the above embodiments, so: all equivalent changes made according to the structure, shape and principle of the present application shall be covered by the protection scope of the present application.

Claims (8)

1. A glass wall, characterized in that: including strutting arrangement (1), be located fixing device (2) and glass body (3) on strutting arrangement (1), strutting arrangement (1) and fixing device (2) are located the below ground, strutting arrangement (1) is used for supporting fixing device (2) and glass body (3), fixing device (2) are used for fixing glass body (3), fixing device (2) include two mount (21), the bottom of glass body (3) is located between mount (21), the bottom setting of mount (21) is in on fixing device (2).
2. A glass wall according to claim 1, wherein: the fixing frame (21) comprises supporting frames (211), the glass body (3) is located between the supporting frames (211), and the bottom of each supporting frame (211) is arranged on the supporting device (1).
3. A glass wall according to claim 2, wherein: the supporting frame (211) is provided with at least one vertical section (212), and the vertical section (212) is arranged along the height direction of the glass body (3).
4. A glass wall according to claim 2, wherein: strutting arrangement (1) includes I-steel spare (11) and two at least coupling mechanism (12), the bottom of I-steel spare (11) is passed through coupling mechanism (12) and is set up on former building floor structure, I-steel spare (11) are used for supporting mount (21).
5. A glass wall according to claim 4, wherein: the I-steel piece (11) comprises an I-steel base beam (111) and at least two I-steel columns (112), the bottoms of the I-steel columns (112) are fixed to an original building structure through connecting mechanisms (12), the tops of the I-steel columns (112) are used for supporting the I-steel base beam (111), and the supporting frame (211) is arranged on the I-steel base beam (111).
6. A glass wall according to claim 5, wherein: the connecting mechanism (12) comprises a connecting plate (121), a concrete base (122) and at least two connecting pieces (123), the concrete base (122) is used for being fixed on an original building floor structure, the connecting plate (121) is fixed on the concrete base (122) through the connecting pieces (123), and the bottom of the I-shaped steel column (112) is fixed on the connecting plate (121).
7. A glass wall according to claim 1, wherein: one side of the fixed frame (21) close to the glass body (3) is provided with a flexible piece.
8. A construction method of a glass wall is characterized in that: use of a glass wall according to any of claims 1 to 7, comprising the steps of:
step 1: the fixed supporting device (1) fixes the supporting device (1) on the original building floor structure;
step 2: installing the fixing frames (21) and the glass body (3), placing the glass body (3) and the supporting frame on the supporting device (1), enabling the glass body (3) to be located between the two fixing frames (21), and fixing the glass body (3) and the mounting frames on the supporting device (1) respectively;
and step 3: backfilling, namely burying the supporting device (1) and the fixing frame (21) under the ground.
CN202210028356.0A 2022-01-11 2022-01-11 Glass wall and construction method thereof Pending CN114232856A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN202210028356.0A CN114232856A (en) 2022-01-11 2022-01-11 Glass wall and construction method thereof

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN202210028356.0A CN114232856A (en) 2022-01-11 2022-01-11 Glass wall and construction method thereof

Publications (1)

Publication Number Publication Date
CN114232856A true CN114232856A (en) 2022-03-25

Family

ID=80746213

Family Applications (1)

Application Number Title Priority Date Filing Date
CN202210028356.0A Pending CN114232856A (en) 2022-01-11 2022-01-11 Glass wall and construction method thereof

Country Status (1)

Country Link
CN (1) CN114232856A (en)

Citations (19)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2000017763A (en) * 1998-06-30 2000-01-18 Ykk Architectural Products Inc Wall supporting device
CN2434340Y (en) * 2000-08-21 2001-06-13 陈育新 Glass closure foundation structure
JP2004068516A (en) * 2002-08-09 2004-03-04 Kageroza:Kk Building and construction method therefor
US20050204659A1 (en) * 2004-03-16 2005-09-22 Hansen Tracy C Glass barrier system
US20050246981A1 (en) * 2002-04-23 2005-11-10 Wayne Austin Device for, and method of, supporting a glass panel for forming a frameless glass panel fence
KR20100120867A (en) * 2009-05-07 2010-11-17 국제창호(주) Sash assembly of curtain wall
CN103046671A (en) * 2012-11-23 2013-04-17 广州江河幕墙***工程有限公司 Fixing system of glass panel structure supported at two ends
CN204081319U (en) * 2014-07-31 2015-01-07 金博(上海)建工集团有限公司 Aluminium alloy glass breast board
CN106759493A (en) * 2017-03-07 2017-05-31 郑州航空工业管理学院 A kind of underground space existing ground iron winds booth underpinning structure and nested configuration
KR20170116887A (en) * 2016-04-12 2017-10-20 한국교통대학교산학협력단 Structure for underground vertical extension in the building
CN111219023A (en) * 2020-03-10 2020-06-02 苏州金螳螂建筑装饰股份有限公司 Mounting structure and mounting method for all-glass guardrail
CN111926950A (en) * 2020-08-07 2020-11-13 北京业之峰诺创建筑装饰工程有限公司 Ultrahigh-bay combined decorative glass partition structure and construction method thereof
CN213680416U (en) * 2020-08-18 2021-07-13 海南中融玻璃科技有限公司 Fixing device for glass doubling
CN213683742U (en) * 2020-09-18 2021-07-13 江苏苏泰门窗幕墙有限公司 Glass support pad mounting structure of plastic door and window
CN113445763A (en) * 2021-07-28 2021-09-28 中建深圳装饰有限公司 Hidden frame glass curtain wall unit mounting frame with variable size
CN214364538U (en) * 2020-12-17 2021-10-08 佛山市南海御迪五金制品有限公司 Frameless glass railing with light emitting function
CN214994960U (en) * 2020-12-24 2021-12-03 华烨海希德隆格篷房制造(昆山)有限公司 Multifunctional aluminum ground beam glass wall mounting structure
CN113738228A (en) * 2021-09-18 2021-12-03 徐俊熙 Wall glass mounting structure
CN215054327U (en) * 2021-03-25 2021-12-07 中建八局第二建设有限公司 Assembled frame glass curtain wall system

Patent Citations (19)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2000017763A (en) * 1998-06-30 2000-01-18 Ykk Architectural Products Inc Wall supporting device
CN2434340Y (en) * 2000-08-21 2001-06-13 陈育新 Glass closure foundation structure
US20050246981A1 (en) * 2002-04-23 2005-11-10 Wayne Austin Device for, and method of, supporting a glass panel for forming a frameless glass panel fence
JP2004068516A (en) * 2002-08-09 2004-03-04 Kageroza:Kk Building and construction method therefor
US20050204659A1 (en) * 2004-03-16 2005-09-22 Hansen Tracy C Glass barrier system
KR20100120867A (en) * 2009-05-07 2010-11-17 국제창호(주) Sash assembly of curtain wall
CN103046671A (en) * 2012-11-23 2013-04-17 广州江河幕墙***工程有限公司 Fixing system of glass panel structure supported at two ends
CN204081319U (en) * 2014-07-31 2015-01-07 金博(上海)建工集团有限公司 Aluminium alloy glass breast board
KR20170116887A (en) * 2016-04-12 2017-10-20 한국교통대학교산학협력단 Structure for underground vertical extension in the building
CN106759493A (en) * 2017-03-07 2017-05-31 郑州航空工业管理学院 A kind of underground space existing ground iron winds booth underpinning structure and nested configuration
CN111219023A (en) * 2020-03-10 2020-06-02 苏州金螳螂建筑装饰股份有限公司 Mounting structure and mounting method for all-glass guardrail
CN111926950A (en) * 2020-08-07 2020-11-13 北京业之峰诺创建筑装饰工程有限公司 Ultrahigh-bay combined decorative glass partition structure and construction method thereof
CN213680416U (en) * 2020-08-18 2021-07-13 海南中融玻璃科技有限公司 Fixing device for glass doubling
CN213683742U (en) * 2020-09-18 2021-07-13 江苏苏泰门窗幕墙有限公司 Glass support pad mounting structure of plastic door and window
CN214364538U (en) * 2020-12-17 2021-10-08 佛山市南海御迪五金制品有限公司 Frameless glass railing with light emitting function
CN214994960U (en) * 2020-12-24 2021-12-03 华烨海希德隆格篷房制造(昆山)有限公司 Multifunctional aluminum ground beam glass wall mounting structure
CN215054327U (en) * 2021-03-25 2021-12-07 中建八局第二建设有限公司 Assembled frame glass curtain wall system
CN113445763A (en) * 2021-07-28 2021-09-28 中建深圳装饰有限公司 Hidden frame glass curtain wall unit mounting frame with variable size
CN113738228A (en) * 2021-09-18 2021-12-03 徐俊熙 Wall glass mounting structure

Similar Documents

Publication Publication Date Title
CN111254796B (en) Single-side integral hoisting long-span overbridge for multiple railway business lines and construction method
US20120023847A1 (en) Foundation construction for superstructures
CN102653931B (en) Elastic supporting vibration isolation member ballast bed
CN203334199U (en) Full-closed sound barrier
CN214613367U (en) Wide construction structures is pieced together to stake board-like road bed
CN114232856A (en) Glass wall and construction method thereof
CN111119521A (en) Prefabricated station plate of subway station and lifting installation method thereof
JPS627344B2 (en)
CN111218864A (en) Track structure of prefabricated steel upright post inspection pit and construction method
CN212388598U (en) Pipe jacking pipe piece and parking steel structure combined prefabricated underground mechanical stereo garage structure
CN211848648U (en) Track structure of prefabricated steel upright post inspection pit
CN220767779U (en) Spliced sound barrier
JP2001207421A (en) Temporary guard rail part
CN212867045U (en) Subway prefabricated assembly column type inspection pit structure
CN214303219U (en) Fender is enclosed with construction to municipal construction
CN213626012U (en) Steel structure channel system for increasing construction space inside building
CN212507369U (en) Embedded modularized high-altitude template supporting platform
KR910007423B1 (en) Method for construction p.c - beam on the bridge
CN214832889U (en) Support system convenient to post-station unit approach construction
JPS583850Y2 (en) Prefabricated wall parapet structure
CN219032798U (en) Frock is used in construction of prefabricated stand inspection gallery bed
CN221218511U (en) Protective shed for wet joint construction between box girders
CN214939265U (en) Prefabricated guardrail
CN211548962U (en) Prefabricated station platen of subway station
CN214831950U (en) Tower column inner seal top support

Legal Events

Date Code Title Description
PB01 Publication
PB01 Publication
SE01 Entry into force of request for substantive examination
SE01 Entry into force of request for substantive examination
RJ01 Rejection of invention patent application after publication
RJ01 Rejection of invention patent application after publication

Application publication date: 20220325