CN108661202A - A kind of large area hollow out lattice brick curtain wall construction modelled after an antique and construction method - Google Patents

A kind of large area hollow out lattice brick curtain wall construction modelled after an antique and construction method Download PDF

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Publication number
CN108661202A
CN108661202A CN201810636130.2A CN201810636130A CN108661202A CN 108661202 A CN108661202 A CN 108661202A CN 201810636130 A CN201810636130 A CN 201810636130A CN 108661202 A CN108661202 A CN 108661202A
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CN
China
Prior art keywords
antique
construction
reinforcing bar
vertical
stones
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
CN201810636130.2A
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Chinese (zh)
Inventor
杨毅
张弛
张一弛
秦海斌
黄雄飞
刘博�
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.)
ASCG Co Ltd
Original Assignee
ASCG 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 ASCG Co Ltd filed Critical ASCG Co Ltd
Priority to CN201810636130.2A priority Critical patent/CN108661202A/en
Publication of CN108661202A publication Critical patent/CN108661202A/en
Pending legal-status Critical Current

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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
    • 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
    • E04G21/22Tools or apparatus for setting building elements with mortar, e.g. bricklaying machines

Abstract

The invention discloses a kind of construction method of large area hollow out lattice brick curtain wall construction modelled after an antique, 1), place is cleared up before building wall, scaffold is set up in the both sides of wall;2), pour the armored concrete of bottom girder, column, top beam, be embedded with welding ironware respectively in the setting position of bottom girder, column, top beam when cast;3), the bottom girder, column, top beam of casting complete are cleared up, be welded to connect vertical applied force reinforcing bar on pre-buried welding ironware in bottom girder;4), by the hollow design pattern of wall build Antique Imitation Tiles by laying bricks or stones, Antique Imitation Tiles are built by laying bricks or stones using cement mortar, and vertical applied force reinforcing bar passes through the preformed hole of corresponding Antique Imitation Tiles, and cement injection mortar in preformed hole;Present invention ensure that the strength and stability of wall, can meet wall body structure plastic simplicity modelled after an antique, and can meet constructing operation simple possible, while reducing waste, economize on resources.

Description

A kind of large area hollow out lattice brick curtain wall construction modelled after an antique and construction method
Technical field
The present invention relates to wall construction field, a kind of large area hollow out lattice brick curtain wall construction modelled after an antique and construction are particularly belonged to Method.
Background technology
Modern architecture is more to use reinforced concrete structure, has many advantages, such as that structural stability is good, intensity is high, but steel Tendon concrete structure is for modelled after an antique, and seem deficiency.Structure modelled after an antique often uses brick masonry modelled after an antique, especially large area exterior wall to make With structure modelled after an antique, Antique Imitation Tiles are used completely, and structure is thin, and brick strength is not high, and structural stability is insufficient.It should can embody simple and unsophisticated Style and features can ensure that the strength and stability of wall, while can be conducive to constructing operation again again, become structure modelled after an antique and construction Difficult point.
Currently, due to being restricted by structural strength modelled after an antique and stability difference, often area is little for wall modelled after an antique, and popularization makes With restricted limitation.
Invention content
The object of the present invention is to provide a kind of large area hollow out lattice brick curtain wall construction modelled after an antique and construction methods, can big face Product uses Antique Imitation Tiles masonry panel, also ensures that the strength and stability of wall, can meet wall body structure plastic simplicity modelled after an antique, and energy Meet constructing operation simple possible, while reducing waste, economizes on resources.
The technical solution adopted in the present invention is as follows:
A kind of construction method of large area hollow out lattice brick curtain wall construction modelled after an antique, includes following construction procedure:
1), place is cleared up before building wall, scaffold is set up in the both sides of wall;
2), pour the armored concrete of bottom girder, column, top beam, when cast, is embedded with respectively in the setting position of bottom girder, column, top beam Weld ironware;
3), the bottom girder, column, top beam of casting complete are cleared up, be welded to connect on pre-buried welding ironware in bottom girder vertically by Power reinforcing bar;
4), by the hollow design pattern of wall build Antique Imitation Tiles by laying bricks or stones, Antique Imitation Tiles are built by laying bricks or stones using cement mortar, vertical applied force reinforcing bar Across the preformed hole of corresponding Antique Imitation Tiles, and cement injection mortar in preformed hole;
5), when complete two hollow-out layers of building wall, in the upward channel steel of the wall top surface construction opening for building completion by laying bricks or stones, vertically by Power reinforcing bar passes through the preformed hole on channel steel, channel steel both ends to be welded to connect respectively with the embedded iron parts in column, channel steel and vertical applied force It uses and is welded to connect between reinforcing bar, casting concrete in channel steel, and the gap between Antique Imitation Tiles and channel steel side, bottom surface is filled out respectively Filled with cement mortar;
6), press step 4)、5)Form of construction work continues to build last layer Antique Imitation Tiles by laying bricks or stones, and sleeve connection mode can be used in vertical applied force reinforcing bar It realizes and lengthens;The length of every section of vertical applied force reinforcing bar is two hollow out layer heights, and vertical applied force steel bar end is external thread section, when Wall continues up build by laying bricks or stones before, by the upper end internal thread of next section of vertical applied force reinforcing bar lower end and the preceding paragraph vertical applied force reinforcing bar Sleeve connection is integrated;When entire hollow out building wall is to top beam, by weldering pre-buried in vertical applied force reinforcing bar upper end and top beam Ironware is connect to be welded to connect;
7), after the completion of wall all builds by laying bricks or stones, jointing processing, exposed face brushing and the Antique Imitation Tiles face of channel steel are carried out between Antique Imitation Tiles Baste is arranged in the exposed face of the identical paint vehicle of color, channel steel, and the jointing between the color and Antique Imitation Tiles of baste is consistent.
The Antique Imitation Tiles are when being built by laying bricks or stones, slit width 10mm.
Casting concrete is C20 concrete in the channel steel.
The vertical applied force reinforcing bar is handled by antirust paint modelled after an antique.
Beneficial effects of the present invention are as follows:
(1)Force structure is arranged inside wall the present invention, neither influences appearance, also ensures that wall has enough intensity And stability.
(2)The wall outer side of the present invention all using Antique Imitation Tiles, there is vivid effect modelled after an antique, wall inside part to have slot Steel exposes, and is handled by brushing antiquing paint, does not interfere with appearance.
(3)The wall force structure of the present invention is reliable, can be used for the thin wall modelled after an antique of large area, the wall technology route Clear, simple in structure, of low cost, economic benefit is apparent.
Description of the drawings
Fig. 1 is the vertical view of the present invention.
Fig. 2 is the side sectional view of the present invention.
Fig. 3 is the structural schematic diagram of the present invention.
Specific implementation mode
Referring to attached drawing, a kind of construction method of large area hollow out lattice brick curtain wall construction modelled after an antique includes following construction step Suddenly:
1), place is cleared up before building wall, scaffold is set up in the both sides of wall;
2), pour the armored concrete of bottom girder 1, column 2, top beam, when cast, is pre- in the setting position of bottom girder 1, column 2, top beam difference It is embedded with welding ironware 3;
3), the bottom girder 1, column 2, top beam of casting complete are cleared up, be welded to connect on pre-buried welding ironware 3 in bottom girder 1 perpendicular To steel bar stress 4, vertical applied force reinforcing bar 4 is handled by antirust paint modelled after an antique;
4), by the hollow design pattern of wall build Antique Imitation Tiles 5 by laying bricks or stones, Antique Imitation Tiles 5 when being built by laying bricks or stones, adopt by slit width 10mm, Antique Imitation Tiles 5 It is built by laying bricks or stones with cement mortar, vertical applied force reinforcing bar 4 passes through the preformed hole 6 of corresponding Antique Imitation Tiles 5, and cement injection in preformed hole 6 Mortar;
5), when complete two hollow-out layers 7 of building wall, in the upward channel steel 8 of the wall top surface construction opening for building completion by laying bricks or stones, vertically Steel bar stress 4 passes through the preformed hole on channel steel 6, and 8 both ends of channel steel are welded to connect with the embedded iron parts 3 in column 2 respectively, channel steel 8 with Using being welded to connect between vertical applied force reinforcing bar 4, C20 concrete 10, and Antique Imitation Tiles 5 and 8 side of channel steel, bottom are poured in channel steel 8 Gap between face is separately filled with cement mortar;
6), press step 4)、5)Form of construction work continues to build last layer Antique Imitation Tiles 5 by laying bricks or stones, and sleeve connection side can be used in vertical applied force reinforcing bar 4 Formula, which is realized, to be lengthened;The length of every section of vertical applied force reinforcing bar 4 is two 7 height of hollow-out layer, and 4 end of vertical applied force reinforcing bar is external screw thread Section, before wall is continued up and built by laying bricks or stones, by the upper end of next section of 4 lower end of vertical applied force reinforcing bar and the preceding paragraph vertical applied force reinforcing bar 4 It is connected as one with inner thread sleeve 9;When entire hollow out building wall is to top beam, by 4 upper end of vertical applied force reinforcing bar and top beam Interior pre-buried welding ironware is welded to connect;
7), after the completion of wall all builds by laying bricks or stones, jointing processing, the exposed face brushing of channel steel 8 and Antique Imitation Tiles are carried out between Antique Imitation Tiles 5 Baste is arranged in the exposed face of the identical paint vehicle of 5 colors, channel steel 8, and the jointing between the color and Antique Imitation Tiles of baste is consistent.

Claims (4)

1. a kind of construction method of large area hollow out lattice brick curtain wall construction modelled after an antique, which is characterized in that include following construction step Suddenly:
1), place is cleared up before building wall, scaffold is set up in the both sides of wall;
2), pour the armored concrete of bottom girder, column, top beam, when cast, is embedded with respectively in the setting position of bottom girder, column, top beam Weld ironware;
3), the bottom girder, column, top beam of casting complete are cleared up, be welded to connect on pre-buried welding ironware in bottom girder vertically by Power reinforcing bar;
4), by the hollow design pattern of wall build Antique Imitation Tiles by laying bricks or stones, Antique Imitation Tiles are built by laying bricks or stones using cement mortar, vertical applied force reinforcing bar Across the preformed hole of corresponding Antique Imitation Tiles, and cement injection mortar in preformed hole;
5), when complete two hollow-out layers of building wall, in the upward channel steel of the wall top surface construction opening for building completion by laying bricks or stones, vertically by Power reinforcing bar passes through the preformed hole on channel steel, channel steel both ends to be welded to connect respectively with the embedded iron parts in column, channel steel and vertical applied force It uses and is welded to connect between reinforcing bar, casting concrete in channel steel, [A1];
6), press step 4)、5)Form of construction work continues to build last layer Antique Imitation Tiles by laying bricks or stones, and sleeve connection mode can be used in vertical applied force reinforcing bar It realizes and lengthens;The length of every section of vertical applied force reinforcing bar is two hollow out layer heights, and vertical applied force steel bar end is external thread section, when Wall continues up build by laying bricks or stones before, by the upper end internal thread of next section of vertical applied force reinforcing bar lower end and the preceding paragraph vertical applied force reinforcing bar Sleeve connection is integrated;When entire hollow out building wall is to top beam, by weldering pre-buried in vertical applied force reinforcing bar upper end and top beam Ironware is connect to be welded to connect;
7), after the completion of wall all builds by laying bricks or stones, jointing processing, exposed face brushing and the Antique Imitation Tiles face of channel steel are carried out between Antique Imitation Tiles Baste is arranged in the exposed face of the identical paint vehicle of color, channel steel, and the jointing between the color and Antique Imitation Tiles of baste is consistent.
2. the construction method of large area hollow out lattice brick curtain wall construction modelled after an antique according to claim 1, which is characterized in that described Antique Imitation Tiles are when being built by laying bricks or stones, slit width 10mm.
3. the construction method of large area hollow out lattice brick curtain wall construction modelled after an antique according to claim 1, which is characterized in that described Casting concrete is C20 concrete in channel steel.
4. the construction method of large area hollow out lattice brick curtain wall construction modelled after an antique according to claim 1, which is characterized in that described Vertical applied force reinforcing bar by antirust paint modelled after an antique handle.
CN201810636130.2A 2018-06-20 2018-06-20 A kind of large area hollow out lattice brick curtain wall construction modelled after an antique and construction method Pending CN108661202A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201810636130.2A CN108661202A (en) 2018-06-20 2018-06-20 A kind of large area hollow out lattice brick curtain wall construction modelled after an antique and construction method

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201810636130.2A CN108661202A (en) 2018-06-20 2018-06-20 A kind of large area hollow out lattice brick curtain wall construction modelled after an antique and construction method

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CN108661202A true CN108661202A (en) 2018-10-16

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Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN110541493A (en) * 2019-07-24 2019-12-06 上海市建筑装饰工程集团有限公司 Regeneration technology of artistic decoration hollowed-out wall body imitating red brick effect of historic building
CN111305417A (en) * 2020-03-07 2020-06-19 中青宏发集团有限公司 House wall structure and construction method thereof
CN112459295A (en) * 2020-11-09 2021-03-09 中建八局第三建设有限公司 Decorative hollowed-out argil brick wall and construction method thereof

Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN105756226A (en) * 2016-03-11 2016-07-13 江阴市建筑设计研究院有限公司 Complex brick structure wall construction method applied to public space
US20170016228A1 (en) * 2014-01-20 2017-01-19 University Of Manitoba Surface Reinforced Concrete Masonry Units
CN107268834A (en) * 2017-08-09 2017-10-20 广西建工集团第建筑工程有限责任公司 Without construction column combination hollow out plain brick wall and its construction method
CN207003716U (en) * 2017-04-19 2018-02-13 天津住宅集团建设工程总承包有限公司 Build exterior finish shale clear water brick engraved structure
CN207399972U (en) * 2017-10-25 2018-05-25 宜昌华鼎建筑工程有限公司 Environmentally friendly external wall structure

Patent Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US20170016228A1 (en) * 2014-01-20 2017-01-19 University Of Manitoba Surface Reinforced Concrete Masonry Units
CN105756226A (en) * 2016-03-11 2016-07-13 江阴市建筑设计研究院有限公司 Complex brick structure wall construction method applied to public space
CN207003716U (en) * 2017-04-19 2018-02-13 天津住宅集团建设工程总承包有限公司 Build exterior finish shale clear water brick engraved structure
CN107268834A (en) * 2017-08-09 2017-10-20 广西建工集团第建筑工程有限责任公司 Without construction column combination hollow out plain brick wall and its construction method
CN207399972U (en) * 2017-10-25 2018-05-25 宜昌华鼎建筑工程有限公司 Environmentally friendly external wall structure

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN110541493A (en) * 2019-07-24 2019-12-06 上海市建筑装饰工程集团有限公司 Regeneration technology of artistic decoration hollowed-out wall body imitating red brick effect of historic building
CN111305417A (en) * 2020-03-07 2020-06-19 中青宏发集团有限公司 House wall structure and construction method thereof
CN112459295A (en) * 2020-11-09 2021-03-09 中建八局第三建设有限公司 Decorative hollowed-out argil brick wall and construction method thereof

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Application publication date: 20181016

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