CN205421985U - Building wall pillar structure - Google Patents

Building wall pillar structure Download PDF

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Publication number
CN205421985U
CN205421985U CN201520979810.6U CN201520979810U CN205421985U CN 205421985 U CN205421985 U CN 205421985U CN 201520979810 U CN201520979810 U CN 201520979810U CN 205421985 U CN205421985 U CN 205421985U
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China
Prior art keywords
crossbeam
steel
sketch plate
polyurethane
polyurethane laminboard
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CN201520979810.6U
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Chinese (zh)
Inventor
崔晓辉
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China MCC17 Group Co Ltd
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China MCC17 Group Co Ltd
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Priority to CN201520979810.6U priority Critical patent/CN205421985U/en
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Abstract

The utility model discloses a building wall pillar structure. It includes the angle steel, the polyurethane battenboard, the cold -formed thin -walled steel, the sealer, the sketch plate, crossbeam and steel column, the crossbeam is installed in the steel column top, the polyurethane battenboard sets up on the lateral wall of crossbeam and steel column one side, the sketch plate cross -section is the shape of falling the recess, the top of crossbeam and polyurethane battenboard all is located the sketch plate, and be equipped with the cavity between the top of crossbeam and polyurethane battenboard and the sketch plate, the angle steel is located the cavity, fixed the linking to each other of lateral wall of deviating from crossbeam one side on the tip of sketch plate one side and the polyurethane battenboard, inside the cold -formed thin -walled steel one end embedding steel column, the cold -formed thin -walled steel is run through to polyurethane battenboard bottom. The utility model discloses compare prior art, be applicable to building wall's reinforcement, and construction cost is low, life is of a specified duration, and non -deformable is fit for using widely.

Description

A kind of building wall corbeling
Technical field
This utility model belongs to technical field of buildings, particularly relates to a kind of building wall corbeling.
Background technology
Development along with modern architecture cause, the stability of building wall is subject to people's attention, and after many high buildings and large mansions are built well, use has occurred as soon as body of wall soon the problems such as crack, therefore construction engineering quality is increasingly subject to people's attention, and construction wall is the important component part of building.Its effect is load-bearing, goes along with sb. to guard him or the compartment.Body of wall is divided into load bearing wall and non-load bearing wall by body of wall stressing conditions and material, it is divided into solid wall by wall structure mode, sintering hollow brick wall, rowlock wall, composite wall, there is many weak points in construction wall at present, in existing building construction decoration construction, must slot at metope, and when house decoration, metope installs switch, socket, water valve etc., body of wall can be caused certain infringement by this kind of construction technology, affect the stability of wall body structure, and construction wall construction is difficult to standardization, great inconvenience is brought to workmen, workman's work efficiency is low, error rate is high, construction speed is slow, and body of wall there will be crack after constructing, therefore, for the problems referred to above, a kind of building wall corbeling is proposed.
Utility model content
The purpose of this utility model is to provide a kind of building wall corbeling, with the problem solving to propose in above-mentioned background technology.
For achieving the above object, this utility model have employed techniques below scheme:
A kind of building wall corbeling, including angle steel, polyurethane laminboard, cold bending thin wall steel, sealing compound, sketch plate, crossbeam and steel column, crossbeam is installed on steel column top, polyurethane laminboard is arranged on the sidewall of crossbeam and steel column side, sketch plate cross section is undercut flute profile, the top of crossbeam and polyurethane laminboard is respectively positioned in sketch plate, and it is provided with cavity between crossbeam and the top of polyurethane laminboard and sketch plate, angle steel is positioned at cavity, the sidewall deviating from crossbeam side on the end of sketch plate side and polyurethane laminboard is fixedly linked, cold bending thin wall steel one end embeds inside steel column, cold bending thin wall steel is run through bottom polyurethane laminboard, sealing compound is positioned at bottom polyurethane laminboard.
Preferably, angle cross section is L-shaped, and an end face of angle steel is positioned at the top of crossbeam and polyurethane laminboard, and another end face is positioned at the side of polyurethane laminboard.
Preferably, the end of sketch plate side is fixedly linked by deviating from the sidewall of crossbeam side on pulling rivet and polyurethane laminboard.
Preferably, polyurethane sandwich intralaminar part arranges steel wire filled polyurethane.
Compared with prior art, the beneficial effects of the utility model are as follows:
The building wall corbeling that the utility model proposes is by arranging polyurethane laminboard in steel column side, and angle steel is set around the corner, angle steel can be good at allowing corner uniform force, in the finished and use time this building wall corbeling be all difficult to occur crack, this utility model is compared to existing technology, it is adaptable to the reinforcing of construction wall, and construction cost is low, service life is long, is unlikely to deform, is suitable for promoting the use of.
Accompanying drawing explanation
Fig. 1 is the structural representation of building wall corbeling.
Detailed description of the invention
Below in conjunction with embodiment, optimal way of the present utility model is described in further detail.
As shown in Figure 1, a kind of building wall corbeling, including angle steel 1, polyurethane laminboard 2, cold bending thin wall steel 3, sealing compound 4, sketch plate 5, crossbeam 6 and steel column 7, crossbeam 6 is installed on steel column 7 top, polyurethane laminboard 2 is arranged on the sidewall of crossbeam 6 and steel column 7 side, sketch plate 5 cross section is undercut flute profile, the top of crossbeam 6 and polyurethane laminboard 2 is respectively positioned in sketch plate 5, and it is provided with cavity between crossbeam 6 and the top of polyurethane laminboard 2 and sketch plate 5, angle steel 1 is positioned at cavity, the sidewall deviating from crossbeam 6 side on the end of sketch plate 5 side and polyurethane laminboard 2 is fixedly linked, it is internal that cold bending thin wall steel 3 one end embeds steel column 7, cold bending thin wall steel 3 is run through bottom polyurethane laminboard 2, sealing compound 4 is positioned at bottom polyurethane laminboard 2.
For further optimisation technique scheme, angle steel 1 cross section is L-shaped, and an end face of angle steel 1 is positioned at crossbeam 6 and the top of polyurethane laminboard 2, and another end face is positioned at the side of polyurethane laminboard 2.The end of sketch plate 5 side is fixedly linked by deviating from the sidewall of crossbeam 6 side on pulling rivet 8 and polyurethane laminboard 2.Polyurethane laminboard 2 is internal arranges steel wire filled polyurethane.
The utility model proposes a kind of building wall corbeling, this compact conformation, construction is simple, operating procedure is shotcrete technology, bulk strength is higher than other structures, adding the most on-the-spot structure design, spy is applicable to earthquake-prone region, large-span industrial building construction and large sized commercial center and cuts off.Using angle steel 1 can be good at allowing corner uniform force, be difficult to crack occur, sealing compound 4 is for blocking the gap between polyurethane laminboard 2 and cold bending thin wall steel 3.This structure is applicable to the reinforcing of construction wall, and construction cost is low, and service life is long;By arranging polyurethane laminboard in steel column side, and body of wall corner uses angle steel to process body of wall, and body of wall is unlikely to deform.Therefore, this utility model is a kind of technical scheme being suitable to popularization and application.
Above embodiment is only to be described preferred implementation of the present utility model; not scope of the present utility model is defined; on the premise of without departing from this utility model design spirit; various deformation that the technical solution of the utility model is made by those of ordinary skill in the art and improvement, all should fall in the protection domain that this utility model claims determine.

Claims (4)

  1. null1. a building wall corbeling,It is characterized in that,Including angle steel (1)、Polyurethane laminboard (2)、Cold bending thin wall steel (3)、Sealing compound (4)、Sketch plate (5)、Crossbeam (6) and steel column (7),Described crossbeam (6) is installed on steel column (7) top,Described polyurethane laminboard (2) is arranged on the sidewall of crossbeam (6) and steel column (7) side,Described sketch plate (5) cross section is undercut flute profile,The top of described crossbeam (6) and polyurethane laminboard (2) is respectively positioned in sketch plate (5),And it is provided with cavity between crossbeam (6) and the top of polyurethane laminboard (2) and sketch plate (5),Described angle steel (1) is positioned at described cavity,The sidewall deviating from crossbeam (6) side on the end of described sketch plate (5) side and polyurethane laminboard (2) is fixedly linked,It is internal that described cold bending thin wall steel (3) one end embeds steel column (7),Cold bending thin wall steel (3) is run through in described polyurethane laminboard (2) bottom,Described sealing compound (4) is positioned at polyurethane laminboard (2) bottom.
  2. Building wall corbeling the most according to claim 1, it is characterized in that, described angle steel (1) cross section is L-shaped, and an end face of angle steel (1) is positioned at crossbeam (6) and the top of polyurethane laminboard (2), and another end face is positioned at the side of polyurethane laminboard (2).
  3. Building wall corbeling the most according to claim 1, it is characterised in that the end of described sketch plate (5) side is fixedly linked by deviating from the sidewall of crossbeam (6) side on pulling rivet (8) and polyurethane laminboard (2).
  4. 4. according to the building wall corbeling described in any one in claim 1-3, it is characterised in that described polyurethane laminboard (2) is internal arranges steel wire filled polyurethane.
CN201520979810.6U 2015-12-01 2015-12-01 Building wall pillar structure Active CN205421985U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201520979810.6U CN205421985U (en) 2015-12-01 2015-12-01 Building wall pillar structure

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201520979810.6U CN205421985U (en) 2015-12-01 2015-12-01 Building wall pillar structure

Publications (1)

Publication Number Publication Date
CN205421985U true CN205421985U (en) 2016-08-03

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Family Applications (1)

Application Number Title Priority Date Filing Date
CN201520979810.6U Active CN205421985U (en) 2015-12-01 2015-12-01 Building wall pillar structure

Country Status (1)

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CN (1) CN205421985U (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN106545176A (en) * 2016-10-21 2017-03-29 钟立朋 A kind of building wall corbeling

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN106545176A (en) * 2016-10-21 2017-03-29 钟立朋 A kind of building wall corbeling

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