CN207878964U - Shear wall newel post optimizes structure - Google Patents

Shear wall newel post optimizes structure Download PDF

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Publication number
CN207878964U
CN207878964U CN201721877400.6U CN201721877400U CN207878964U CN 207878964 U CN207878964 U CN 207878964U CN 201721877400 U CN201721877400 U CN 201721877400U CN 207878964 U CN207878964 U CN 207878964U
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China
Prior art keywords
shear wall
newel post
room
wall
chamber
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CN201721877400.6U
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Chinese (zh)
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卜洪孟
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Zhuhai Huafa Architectural Design Consulting Co Ltd
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Zhuhai Huafa Architectural Design Consulting Co Ltd
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Abstract

The utility model is related to building interior reinforcement structures, specially a kind of shear wall newel post optimizes structure, including chamber and it is set to the indoor braced frame in room, the chamber includes the first room, second room and third room, first room is bonded and is connected to the second room, second room is bonded and is connected to third room, the braced frame includes the first shear wall, second decorative wall, 4th shear wall, first newel post, second newel post, third shear wall and the 4th newel post, first newel post is respectively positioned on the first shear wall in the third room, first newel post connects and is located at the south of the first shear wall, the width of first newel post is 500mm, the length of first newel post is 800mm.The utility model provides that a kind of overall structure is stronger to solve the problems, such as that shear wall disposal closeer influence building uses function, internal more open shear wall structure.

Description

Shear wall newel post optimizes structure
Technical field
The utility model is related to building interior reinforcement structure, specially a kind of shear wall newel post optimizes structure.
Background technology
Shear wall (shear wall) is also known as wind-resistant wall, seismic structural wall, earthquake resistant wall or structural wall.It is primarily subjected to wind in house or structures The wall of horizontal loading caused by load or geological process and vertical load (gravity) prevents structure shear (being cut) from destroying.Again Claim seismic structural wall, earthquake resistant wall, is generally made with armored concrete.It divides plane shear wall and cylinder shear wall.Plane shear wall is mixed for reinforcing bar In solidifying soil frame structure, lift slab structure, flat slab system.To increase rigidity, intensity and the collapse resistant capacity of structure, certain It position can cast-in-place or precast and assembled reinforced concrete shear wall.Cast-in-place shear wall pours simultaneously with Zhou Bianliang, column, good integrity. Cylinder shear wall is used in skyscraper, tall and slender structure and overhung construction, by escalator, staircase, equipment and assistance building Division wall surrounds, and barrel, which is cast in situ ferroconcrete wall body, rigidity and intensity, can bear larger water compared with plane shear wall Flat load.The foot of a wall can be divided into load bearing wall and shear wall according to loading characteristic, the former is to bear based on vertical load, such as masonry wall; The latter is to bear based on horizontal loading.In the area that provides fortification against earthquakes, horizontal loading is mainly generated by horizontal earthquake action, therefore shear wall Otherwise referred to as seismic structural wall, earthquake resistant wall.
Traditional Tall Shear Wall Structures horizontal layout uses aileron or small end column using a word wall, end, causes to tie Structure horizontal layout shear wall disposal is closeer, and globality not enough optimizes, and economy is not reasonable, and building uses function restriction.
Utility model content
The utility model provides a kind of whole knot to solve the problems, such as that the closeer influence building of shear wall disposal uses function Structure is stronger, internal more open shear wall structure.
The utility model provides base case:Shear wall newel post optimizes structure, including chamber with to be set to room indoor Braced frame, chamber include the first room, the second room and third room, and the first room is bonded and is connected to the second room, the Two-bed room is bonded and is connected to third room, and braced frame braced frame includes the first shear wall, the second decorative wall, the 4th shearing Wall, the first newel post, the second newel post, third shear wall and the 4th newel post, the first newel post are respectively positioned on third residence with the first shear wall Interior, the first newel post connect and are located at the south of the first shear wall, and the width of the first newel post is 500mm, the length of the first newel post For 800mm, the 4th shear wall and the 4th newel post are located in the first room, and the 4th newel post connects and is located at the south of the 4th shear wall End, the second decorative wall, the second newel post and third shear wall are respectively positioned on third room, and the second newel post connects and is located at the second decoration The south of wall, third shear wall are located at the east side in third room.
The four corners of the world herein is a relative bearing, does not represent absolute orientation.
Shear wall's thickness is reduced compared with prior art for the first shear wall, the 4th shear wall in this programme, increases One newel post, the second newel post and the 4th newel post, the layout density of shear wall and the thickness of structural andlysis become smaller, and shear wall The newel post of connection increases shear wall anti-torsion ability, more due to the setting of three butt columns so that be originally used for the position of shear wall by Second decorative wall substitutes, and can remove the second decorative wall at any time according to the needs of users, and space is made to use function more Flexibly.
Compared with prior art, it is the advantages of this programme:Newel post combines elevation of building and plane accordingly to increase optimization, cuts The layout density of power wall and the thickness of structural andlysis accordingly become smaller, and the anti-torsion ability of building structure entirety increases, more The reduction of the good mechanical property shear wall density using shear wall increases the flexibility that space uses function, and reduction is built The amount containing muscle built, economy is more reasonable on the basis of safety.
Scheme two:Further include the second chamber for the preferred of basic scheme, the indoor braced frame in the second room is sheared with third Wall is arranged for center line mirror image.Advantageous effect:Symmetrical structure structural stability is stronger.
Scheme three:For the preferred of scheme two, the second chamber shares one side third shear wall with chamber.Advantageous effect:Symmetrically Structure shares a face shear wall, set section about building cost the case where ensureing structural strength.
Scheme four:For the preferred of scheme three, chamber further includes equipment raise, and equipment raise is equipped with ventilation shear wall and decorative wall. Advantageous effect:In the case where four newel posts is arranged, equipment raise can reduce Partial Shear wall, and the arrangement for reducing shear wall is close Degree, the better mechanical property using shear wall.
Scheme five:Width for the preferred of scheme four, the 4th newel post is 500mm, and the length of the 4th newel post is 800mm, is had Beneficial effect:4th newel post as the structure closest to decorative wall, need the lotus of enough thickness substitution script shear walls It carries.
Description of the drawings
Fig. 1 is the structural schematic diagram that the utility model shear wall newel post optimizes constructive embodiment.
Fig. 2 is the partial enlarged view of lower left in Fig. 1.
Fig. 3 is upper left partial enlarged view in Fig. 1.
Specific implementation mode
The utility model is described in further detail below by specific implementation mode:
Reference numeral in bright book attached drawing includes:First room 100, the second room 200, third room the 300, the 4th shear Wall 110, the 4th newel post 120, the first shear wall 310, the first newel post 320, the second newel post 330, the second decorative wall 340, third are cut Power wall 350, equipment raise 400, ventilation shear wall 410, decorative wall 420.
Shear wall as shown in Figure 1, Figure 2 and shown in Fig. 3 newel post optimizes structure, including chamber and is set to the indoor support in room Frame, chamber include the first room 100, the second room 200 and third room 300, and the first room 100 is bonded and is connected to second Room 200, the second room 200 are bonded and are connected to third room 300, and braced frame includes the first shear wall 310, the second decorative wall 340, the 4th shear wall 110, the first newel post 320, the second newel post 330, third shear wall 350 and the 4th newel post 120, first end Column 320 and the first shear wall 310 are respectively positioned in third room 300, and the first newel post 320 connects and positioned at the first shear wall 310 The width of the south, the first newel post 320 is 500mm, and the length of the first newel post 320 is 800mm, the 4th shear wall 110 and the 4th Newel post 120 is located in the first room 100, and the 4th newel post 120 connects and positioned at the south of the 4th shear wall 110, the second decorative wall 340, the second newel post 330 and third shear wall 350 are respectively positioned on third room 300, and the second newel post 330 connects and positioned at the second dress The south of wall 340 is adornd, third shear wall 350 is located at the east side in third room 300.Further include the second chamber, the second room is indoor Braced frame is arranged with third shear wall 350 for center line mirror image.Second chamber shares one side third shear wall 350 with chamber.Room Room further includes equipment raise 400, and equipment raise 400 is equipped with ventilation shear wall 410 and decorative wall 420.The width of 4th newel post 120 is The length of 500mm, the 4th newel post 120 are 800mm.
The application motion is proposed by combining elevation of building and plane accordingly to optimize shear wall newel post so that building structure is whole On the basis of meeting national regulation, the horizontal layout of shear wall vertical member more optimizes body indices, reduces shear wall Layout density and shear wall thickness, the better mechanical property using shear wall, increase building using function spirit Activity.

Claims (5)

1. shear wall newel post optimizes structure, including chamber is occupied with the indoor braced frame in room, the chamber is set to including first Room, the second room and third room, first room are bonded and are connected to the second room, and second room is bonded and is connected to Third room, which is characterized in that the braced frame includes the first shear wall, the second decorative wall, the 4th shear wall, first end Column, the second newel post, third shear wall and the 4th newel post, first newel post are respectively positioned on the third room with the first shear wall Interior, first newel post connects and is located at the south of the first shear wall, and the width of first newel post is 500mm, and described first The length of newel post is 800mm, and the 4th shear wall and the 4th newel post are located in first room, and the 4th newel post connects The south of the 4th shear wall is connect and is located at, the second decorative wall, the second newel post and third shear wall are respectively positioned on third room, described Second newel post connects and is located at the south of the second decorative wall, and the third shear wall is located at the east side in third room.
2. shear wall newel post according to claim 1 optimizes structure, which is characterized in that further include the second chamber, described the The indoor braced frame of concubine is arranged by center line mirror image of third shear wall.
3. shear wall newel post according to claim 2 optimizes structure, which is characterized in that second chamber is shared with chamber Third shear wall on one side.
4. shear wall newel post according to claim 3 optimizes structure, which is characterized in that the chamber further includes equipment raise, The equipment raise is equipped with ventilation shear wall and decorative wall.
5. shear wall newel post according to claim 4 optimizes structure, which is characterized in that the width of the 4th newel post is The length of 500mm, the 4th newel post are 800mm.
CN201721877400.6U 2017-12-27 2017-12-27 Shear wall newel post optimizes structure Active CN207878964U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201721877400.6U CN207878964U (en) 2017-12-27 2017-12-27 Shear wall newel post optimizes structure

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201721877400.6U CN207878964U (en) 2017-12-27 2017-12-27 Shear wall newel post optimizes structure

Publications (1)

Publication Number Publication Date
CN207878964U true CN207878964U (en) 2018-09-18

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Application Number Title Priority Date Filing Date
CN201721877400.6U Active CN207878964U (en) 2017-12-27 2017-12-27 Shear wall newel post optimizes structure

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CN (1) CN207878964U (en)

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