CN110714551A - Method for fixing building bearing plate and masonry below steel beam - Google Patents

Method for fixing building bearing plate and masonry below steel beam Download PDF

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Publication number
CN110714551A
CN110714551A CN201910939578.6A CN201910939578A CN110714551A CN 110714551 A CN110714551 A CN 110714551A CN 201910939578 A CN201910939578 A CN 201910939578A CN 110714551 A CN110714551 A CN 110714551A
Authority
CN
China
Prior art keywords
steel
masonry
bearing plate
steel beam
building
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
CN201910939578.6A
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Chinese (zh)
Inventor
李鹏飞
谢洪军
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.)
Shanghai Baoye Group Corp Ltd
Original Assignee
Shanghai Baoye Group Corp 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 Shanghai Baoye Group Corp Ltd filed Critical Shanghai Baoye Group Corp Ltd
Priority to CN201910939578.6A priority Critical patent/CN110714551A/en
Publication of CN110714551A publication Critical patent/CN110714551A/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
    • E04B2/02Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls built-up from layers of building elements
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04BGENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/38Connections for building structures in general
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04BGENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/62Insulation or other protection; Elements or use of specified material therefor
    • E04B1/66Sealings
    • E04B1/68Sealings of joints, e.g. expansion joints
    • E04B1/6801Fillings therefor

Abstract

The invention relates to a method for fixing a floor bearing plate and a masonry at the lower part of a steel beam, which comprises the following steps: the method comprises the following steps: welding a steel adapter at the lower part of the steel beam or the floor bearing plate; step two: building masonry; step three: and (4) building the masonry to the position of the adaptor, and smearing sealant on the upper part of the brick at the top of the masonry to bond the sealant with the steel adaptor. The invention solves the problem of the overall stability of the masonry structure at the lower part of the floor support plate or the steel beam.

Description

Method for fixing building bearing plate and masonry below steel beam
Technical Field
The invention relates to a method for fixing a floor bearing plate and a masonry at the lower part of a steel beam.
Background
In the area that does not have the antidetonation requirement, when the structure of steel construction, building carrier plate was adopted to the building, the overall stability of brickwork wall body can't be constructed according to the bar planting in the past and pouring the constructional column, needs to take effectual fixed measure.
Disclosure of Invention
The invention aims to overcome the defects of the prior art, provides a method for fixing a building bearing plate and a masonry under a steel beam, and solves the problem of the overall stability of a masonry structure under the building bearing plate or the steel beam.
In order to solve the technical problem, the invention is realized as follows:
a method for fixing a building bearing plate and a masonry below a steel beam is characterized by comprising the following steps:
the method comprises the following steps: welding a steel adapter at the lower part of the steel beam or the floor bearing plate;
step two: building masonry;
step three: and (4) building the masonry to the position of the adaptor, and smearing sealant on the upper part of the brick at the top of the masonry to bond the sealant with the steel adaptor.
The method for fixing the floor bearing plate and the masonry at the lower part of the steel beam is characterized in that: the steel adaptor of building carrier plate lower part is the steel sheet, adds between brickwork both sides and the steel sheet and establishes the angle steel connecting piece.
The method for fixing the floor bearing plate and the masonry at the lower part of the steel beam is characterized in that: the steel adaptor of girder steel lower part is door shape steel sheet.
The invention has the beneficial effects that: the design is simple, and the operation is simple; the application range is wide. The method is suitable for the masonry structure at the lower part of the floor bearing plate or the steel beam, and basically meets the requirements of general engineering; protecting the original design structure. The method has no damage to the original design structure, and the steel connecting piece and the steel beam or the floor bearing plate are welded and fixed; the connecting structure reduces cracking. The masonry wall and the steel beam or the floor bearing plate are filled with sealant, the top of the wall is flexibly connected with the steel beam or the floor bearing plate, and cracks of the wall can be effectively reduced in a non-earthquake-resistant zone.
Drawings
The invention is described in further detail below with reference to the following figures and embodiments:
FIG. 1 is a schematic view of the connection between steel beams and masonry.
Fig. 2 is a schematic view of the connection between the floor deck and the masonry.
Detailed Description
As shown in fig. 1: a method for fixing a floor support plate and a masonry below a steel beam comprises the following steps:
the method comprises the following steps: welding a steel adapter at the lower part of the steel beam 1 or the floor support plate 2;
step two: building a masonry 3;
step three: and (3) building the masonry to the position of the adaptor, and smearing sealant 4 on the upper part of the brick at the top of the masonry to bond the sealant with the steel adaptor.
The steel adaptor of girder steel lower part is door shape steel sheet 5.
As shown in fig. 2: the steel adaptor of building carrier plate lower part is steel sheet 6, adds between brickwork both sides and the steel sheet and establishes angle steel connecting piece 7.

Claims (3)

1. A method for fixing a building bearing plate and a masonry below a steel beam is characterized by comprising the following steps:
the method comprises the following steps: welding a steel adapter at the lower part of the steel beam or the floor bearing plate;
step two: building masonry;
step three: and (4) building the masonry to the position of the adaptor, and smearing sealant on the upper part of the brick at the top of the masonry to bond the sealant with the steel adaptor.
2. The method of claim 1, wherein the method comprises the steps of: the steel adaptor of building carrier plate lower part is the steel sheet, adds between brickwork both sides and the steel sheet and establishes the angle steel connecting piece.
3. The method of claim 1, wherein the method comprises the steps of: the steel adaptor of girder steel lower part is door shape steel sheet.
CN201910939578.6A 2019-09-30 2019-09-30 Method for fixing building bearing plate and masonry below steel beam Pending CN110714551A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201910939578.6A CN110714551A (en) 2019-09-30 2019-09-30 Method for fixing building bearing plate and masonry below steel beam

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201910939578.6A CN110714551A (en) 2019-09-30 2019-09-30 Method for fixing building bearing plate and masonry below steel beam

Publications (1)

Publication Number Publication Date
CN110714551A true CN110714551A (en) 2020-01-21

Family

ID=69212118

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201910939578.6A Pending CN110714551A (en) 2019-09-30 2019-09-30 Method for fixing building bearing plate and masonry below steel beam

Country Status (1)

Country Link
CN (1) CN110714551A (en)

Citations (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN201649679U (en) * 2010-01-25 2010-11-24 甘肃土木工程科学研究院 Wall steel ring beam reinforcing structure in masonry structure
CN202787567U (en) * 2012-09-27 2013-03-13 中国建筑第八工程局有限公司 Ultrahigh ultra-long low-alkaline light aluminum sulfate batten partition wall
CN105089182A (en) * 2015-07-21 2015-11-25 上海核工程研究设计院 Concrete partition wall system for steel structure and construction method thereof
CN105649212A (en) * 2016-04-06 2016-06-08 沈阳建筑大学 Flexible connection device for masonry filler wall and main body frame and building method of filler wall
CN206091069U (en) * 2016-09-30 2017-04-12 云南建工钢结构股份有限公司 Girder steel and strip siding wall connected node structure
CN209293198U (en) * 2018-12-08 2019-08-23 刘佳 A kind of connection structure of wallboard and girder steel
CN209339376U (en) * 2018-12-10 2019-09-03 信息产业电子第十一设计研究院科技工程股份有限公司 The flexible connecting structure of masonry filler wall and beam

Patent Citations (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN201649679U (en) * 2010-01-25 2010-11-24 甘肃土木工程科学研究院 Wall steel ring beam reinforcing structure in masonry structure
CN202787567U (en) * 2012-09-27 2013-03-13 中国建筑第八工程局有限公司 Ultrahigh ultra-long low-alkaline light aluminum sulfate batten partition wall
CN105089182A (en) * 2015-07-21 2015-11-25 上海核工程研究设计院 Concrete partition wall system for steel structure and construction method thereof
CN105649212A (en) * 2016-04-06 2016-06-08 沈阳建筑大学 Flexible connection device for masonry filler wall and main body frame and building method of filler wall
CN206091069U (en) * 2016-09-30 2017-04-12 云南建工钢结构股份有限公司 Girder steel and strip siding wall connected node structure
CN209293198U (en) * 2018-12-08 2019-08-23 刘佳 A kind of connection structure of wallboard and girder steel
CN209339376U (en) * 2018-12-10 2019-09-03 信息产业电子第十一设计研究院科技工程股份有限公司 The flexible connecting structure of masonry filler wall and beam

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Application publication date: 20200121

RJ01 Rejection of invention patent application after publication