CN215760640U - Short-limb shear wall frame structure for adding floor to existing building - Google Patents

Short-limb shear wall frame structure for adding floor to existing building Download PDF

Info

Publication number
CN215760640U
CN215760640U CN202121705971.8U CN202121705971U CN215760640U CN 215760640 U CN215760640 U CN 215760640U CN 202121705971 U CN202121705971 U CN 202121705971U CN 215760640 U CN215760640 U CN 215760640U
Authority
CN
China
Prior art keywords
existing building
shear wall
frame structure
short
shear
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.)
Active
Application number
CN202121705971.8U
Other languages
Chinese (zh)
Inventor
陈天镭
王培鑫
李颖
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.)
Lanzhou Engineering and Research Institute of Nonferrous Metallurgy Co Ltd
Original Assignee
Lanzhou Engineering and Research Institute of Nonferrous Metallurgy 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 Lanzhou Engineering and Research Institute of Nonferrous Metallurgy Co Ltd filed Critical Lanzhou Engineering and Research Institute of Nonferrous Metallurgy Co Ltd
Priority to CN202121705971.8U priority Critical patent/CN215760640U/en
Application granted granted Critical
Publication of CN215760640U publication Critical patent/CN215760640U/en
Active legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Images

Abstract

The utility model discloses a short-limb shear wall frame structure for adding floors to an existing building, belongs to the field of building design, and solves the problems of wall surface damage, poor anti-seismic performance, lighting influence, high construction difficulty and long construction period of the existing externally-sleeved frame structure. The shear walls are symmetrically arranged on two sides of an existing building, the connecting beams are connected between the corresponding shear walls and are positioned above the top of the existing building, and the connecting beams are connected through the cross beams to form a beam body framework. According to the utility model, the independent shear wall is arranged on the side part of the existing building, the shear wall is not connected with the existing building, and the wall surface of the existing building cannot be damaged during construction; the short-limb shear wall frame structure is mutually independent from the existing building, and a reasonable gap is reserved between the shear wall and the existing building to serve as an anti-seismic seam, so that the anti-seismic effect is facilitated; the utility model has simple structure, no complex frame structure, small influence on the lighting of the existing building, simple construction method and short construction period.

Description

Short-limb shear wall frame structure for adding floor to existing building
Technical Field
The utility model belongs to the field of building design, and particularly relates to a short-limb shear wall frame structure for adding floors to an existing building.
Background
With the continuous development of society, the original area of many buildings can not meet the use requirement, and a plurality of units adopt a method of adding floors on the original buildings to solve the production and use problems. Because the building added layer is different with newly-built house, the building added layer can receive the restriction in a plurality of aspects, need carry out the check calculation to the bearing capacity of original building, especially to the brick and concrete structure, its added layer can be more difficult.
The existing outer sleeve type story-adding structure is characterized in that a frame is connected to the periphery of an original building wall, the upper end of the frame extends to the top of the original building, and story-adding construction is carried out on the top of the frame. The structural frame is rigidly connected with the wall of the original building, so that the structural frame not only damages the wall of the original building, but also is not beneficial to earthquake resistance. And the structure of the outer sleeve frame is complicated, the lighting of the original building is seriously influenced, the construction difficulty is high, and the construction period is long.
SUMMERY OF THE UTILITY MODEL
The utility model aims to provide a short-limb shear wall frame structure for adding floors to an existing building, and aims to solve the problems of wall surface damage, poor anti-seismic performance, lighting influence, high construction difficulty and long construction period of the existing externally-sleeved frame structure.
The technical scheme of the utility model is as follows: a plurality of shear walls are symmetrically arranged on two sides of an existing building, connecting beams are connected between the corresponding shear walls, the connecting beams are located above the top of the existing building, and the connecting beams are connected through cross beams to form a beam body framework.
As a further improvement of the utility model, the shear walls are arranged along the length direction of the existing building.
As a further improvement of the utility model, a gap is formed between the shear wall and the outer wall of the existing building, which is beneficial to earthquake resistance.
As a further improvement of the utility model, the lower end of the shear wall is provided with a foundation, and the foundation is positioned below the ground.
As a further improvement of the utility model, the beam frame is provided with at least two layers.
The utility model has the beneficial effects that: the utility model arranges the independent shear wall at the side part of the existing building, the shear wall is not connected with the existing building, the wall surface of the existing building cannot be damaged during construction, the bottom of the shear wall is provided with the foundation below the ground, the wall body is stable, the upper end of the shear wall extends to the top of the existing building, the connecting beam and the crossbeam are arranged above the top of the existing building, and multiple layers can be added on the existing building. The short-limb shear wall frame structure is mutually independent from the existing building, and a reasonable gap is reserved between the shear wall and the existing building to serve as an anti-seismic seam, so that the anti-seismic structure is facilitated. The utility model has simple structure, no complex frame structure, small influence on the lighting of the existing building, simple construction method and short construction period.
Drawings
FIG. 1 is a front view of a story added short leg shear wall frame structure of the present invention;
FIG. 2 is a side view of the layered short-leg shear wall frame structure of the existing building of the present invention;
fig. 3 is a view a-a in fig. 2.
In the figure: 1-existing building; 2-shear walls; 3-connecting the beam; 4-a girder; 5-a base; 6-gap.
Detailed Description
The present invention will be described in detail below with reference to the accompanying drawings.
As shown in fig. 1-3 (dotted lines represent an existing building 1), in a short-leg shear wall frame structure added to a floor of an existing building, a plurality of shear walls 2 are symmetrically arranged on both sides of the existing building 1, connecting beams 3 are connected between the corresponding shear walls 2, the connecting beams 3 are positioned above the top of the existing building 1, and the connecting beams 3 are connected through cross beams 4 to form a beam frame.
The shear walls 2 are arranged in the length direction of the existing building 1.
A gap 6 is formed between the shear wall 2 and the outer wall of the existing building 1.
The lower end of the shear wall 2 is provided with a foundation 5, and the foundation 5 is positioned below the ground.
The beam frame is provided with at least two layers.
A construction method of a short-limb shear wall frame structure for adding floors to an existing building comprises the following steps:
A. symmetrically constructing foundations 5 on two sides of an existing building 1, and constructing shear walls 2 on the foundations 5;
B. constructing connecting beams 3 between the corresponding shear walls 2, wherein the connecting beams 3 are suspended above the existing building 1;
C. after the construction of the connecting beam 3 is finished, a crossbeam 4 is constructed perpendicular to the connecting beam 3, and the crossbeam 4 connects a plurality of connecting beams 3 into a whole to form a beam body framework.
And then, constructing a floor slab on the beam body framework, and adding a layer on the existing building 1. The shear walls 2 are arranged along the length direction of the existing building 1, and the shear walls 2 should avoid the position of the window of the existing building 1. The shear wall 2 is I-shaped, and the shear wall 2 at the end part is L-shaped.

Claims (5)

1. The utility model provides an existing building adds short limb shear wall frame construction on layer which characterized in that: a plurality of shear walls (2) are symmetrically arranged on two sides of an existing building (1), connecting beams (3) are connected between the corresponding shear walls (2), the connecting beams (3) are located above the top of the existing building (1), and the connecting beams (3) are connected through crossbeams (4) to form a beam body frame.
2. A story-added short-leg shear wall frame structure according to claim 1, wherein: the shear walls (2) are arranged along the length direction of the existing building (1).
3. A story-added short-leg shear wall frame structure according to claim 1 or 2, wherein: a gap (6) is formed between the shear wall (2) and the outer wall of the existing building (1).
4. A story-added short-leg shear wall frame structure according to claim 3, wherein: the lower end of the shear wall (2) is provided with a foundation (5), and the foundation (5) is located below the ground.
5. A short-leg shear wall frame structure of an existing building story-adding according to claim 4, wherein: the beam body frame is provided with at least two layers.
CN202121705971.8U 2021-07-26 2021-07-26 Short-limb shear wall frame structure for adding floor to existing building Active CN215760640U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN202121705971.8U CN215760640U (en) 2021-07-26 2021-07-26 Short-limb shear wall frame structure for adding floor to existing building

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN202121705971.8U CN215760640U (en) 2021-07-26 2021-07-26 Short-limb shear wall frame structure for adding floor to existing building

Publications (1)

Publication Number Publication Date
CN215760640U true CN215760640U (en) 2022-02-08

Family

ID=80107303

Family Applications (1)

Application Number Title Priority Date Filing Date
CN202121705971.8U Active CN215760640U (en) 2021-07-26 2021-07-26 Short-limb shear wall frame structure for adding floor to existing building

Country Status (1)

Country Link
CN (1) CN215760640U (en)

Similar Documents

Publication Publication Date Title
CN106759866B (en) A kind of lightweight steel frame light gauge cold-formed steel shape wall composite construction building construction system
CN104895229B (en) Prefabricated assembled steel node concrete plate-column structure and its hanging method
CN104712055B (en) A kind of wooden building based on concrete frame and construction method thereof
CN105625566B (en) Assembly concrete orthogonal-diagonal lattice space lattice box structure tube-in-tube structure
CN109083308B (en) Anti-seismic prefabricated assembly type wall and construction method thereof
CN103046644B (en) Cold-formed thin-walled steel column and beam structural system for multistoried building
CN205875394U (en) Antidetonation concrete beam column that dry process is connected
CN207295986U (en) Assembled interlocks Bailey bracket steel building
CN113737936A (en) Connecting structure and construction method of prefabricated combined duplex balcony
CN215760640U (en) Short-limb shear wall frame structure for adding floor to existing building
CN202202413U (en) Rectangular steel tube concrete special-shaped column and steel beam frame corner node
CN113605732A (en) Short-limb shear wall frame structure for adding floors to existing building and construction method thereof
CN202202415U (en) Side node of rectangular steel pipe concrete special-shaped column and steel beam framework
CN203080733U (en) External built-mold and internal masonry building structure system
CN205776898U (en) Overall assembled reinforced concrete shear wall structure system
CN108331172A (en) A kind of conversion beam of the unidirectional diagonal brace of setting
CN209323553U (en) A kind of steady type house foundation
CN207646939U (en) A kind of double-layered precast facade structure of basement
CN207988152U (en) A kind of two-way multiple large span dislocation conjoined structure of quadrangular barrel
CN203462575U (en) Concrete-filled steel tube combination column high-conjoined structure provided with two-way steel trusses
CN113445652A (en) Plate end slotted hole SP hollow composite slab-steel beam connecting structure and construction method thereof
CN207597646U (en) A kind of assembled cross truss shear wall Core Walls Structure
CN206408743U (en) A kind of assembly concrete node
CN207211805U (en) A kind of existing building adds the shockproof ruggedized construction of layer
CN206015875U (en) Multilayer large-span modified concrete comb shape space lattice box structure

Legal Events

Date Code Title Description
GR01 Patent grant
GR01 Patent grant