CN208396076U

CN208396076U - A kind of part combined shear wall horizontal connecting node

Info

Publication number: CN208396076U
Application number: CN201820927251.8U
Authority: CN
Inventors: 徐国军; 蒋路; 杨宇焜; 宋生志; 张莉莉
Original assignee: Zhejiang Green Building Integration Technology Co Ltd
Current assignee: Zhejiang Green Building Integration Technology Co Ltd
Priority date: 2018-06-15
Filing date: 2018-06-15
Publication date: 2019-01-18
Anticipated expiration: 2028-06-15

Abstract

The utility model relates to a kind of part combined shear wall horizontal connecting nodes comprising the first shear wall and the second shear wall；Wherein, first shear wall and the L-shaped splicing of the second shear wall；The side of first shear wall is welded with veneer steel plate；One first stretching steel plate is vertically welded on the veneer steel plate, the free end of the first stretching steel plate is soldered to the second shear wall；One second stretching steel plate is welded on second shear wall；Described second stretches out steel plate and the parallel setting of the first stretching steel plate, and free end of the second stretching steel plate is soldered to the veneer steel plate of the first shear wall；The upper and lower side of the first stretching steel plate and the second stretching steel plate is welded with cover board.The part combined shear wall horizontal connecting node of the utility model has connection reliable, and power transmission is clear, and many advantages, such as flexible arrangement.

Description

A kind of part combined shear wall horizontal connecting node

[technical field]

The utility model relates to a kind of connection structures of building element, and in particular to a kind of part compound shear wall level company Node is connect, construction engineering technical field is belonged to.

[background technique]

The 1980s, Europe propose a kind of novel steel-concrete part combined member, section it is basic Pattern is the fill concrete between the edge of a wing of steel member.The concept of this steel and Combined concrete is applied in shear wall structure i.e. steel Mixed part combination (PEC) shears wall member.

However, L-type shearing wall member is usually used in practical projects, but the assembled prefabricated work of the factory of L-type PEC component Sequence complicated and time consumption.

Therefore, in order to solve the above technical problems, it is necessory to provide a kind of part compound shear wall horizontal connection of innovation Node, to overcome the defect in the prior art.

[utility model content]

To solve the above problems, power transmission is clear the purpose of this utility model is to provide a kind of connection is reliable, and arrange spirit Part combined shear wall horizontal connecting node living.

To achieve the above object, a kind of technical solution that the utility model is taken are as follows: part compound shear wall horizontal connection Node comprising the first shear wall and the second shear wall；Wherein, first shear wall and the L-shaped splicing of the second shear wall； The side of first shear wall is welded with veneer steel plate；One first stretching steel plate is vertically welded on the veneer steel plate, it should The free end of first stretching steel plate is soldered to the second shear wall；One second stretching steel plate is welded on second shear wall；Institute It states the second stretching steel plate and first and stretches out the parallel setting of steel plate, and the free end of the second stretching steel plate is soldered to the first shearing The veneer steel plate of wall；The upper and lower side of the first stretching steel plate and the second stretching steel plate is welded with cover board.

The part combined shear wall horizontal connecting node of the utility model is further arranged to: first shear wall and Two shear walls include steel skeleton, Welding flat steel and fill concrete；Wherein, the steel skeleton is by web, the edge of a wing and rib Plate is welded, and the edge of a wing vertical welding is in the both ends of web；The floor vertical welding is in the two sides of web；The welding Band steel is welded between the edge of a wing and floor and between floor and floor；The fill concrete is filled between the edge of a wing.

The part combined shear wall horizontal connecting node of the utility model is further arranged to: the veneer steel plate is welded in Between the edge of a wing and floor of first shear wall, and it is parallel with web.

The part combined shear wall horizontal connecting node of the utility model is further arranged to: it is described first stretch out steel plate and The edge of a wing of first shear wall is in the same plane.

The part combined shear wall horizontal connecting node of the utility model is also configured to: the second stretching steel plate is welded in On the outside of the edge of a wing of second shear wall, and it is perpendicular with the edge of a wing.

Compared with prior art, the utility model has the following beneficial effects:

1, realize that two sections of part compound shear wall L-types are reliably connected.

2, Path of Force Transfer is clear, and anti-side rigidity is effectively ensured.

3, the flexible arrangement of wall can be achieved.

4, construction is simple is convenient, and site welding operation is few.

[Detailed description of the invention]

Fig. 1 is the sectional view of the part combined shear wall horizontal connecting node of the utility model.

Fig. 2 is sectional view of the Fig. 1 along A-A.

Fig. 3 is the sectional view of the first shear wall in Fig. 1.

Fig. 4 is sectional view of the Fig. 3 along B-B.

Fig. 5 is the sectional view of the second shear wall in Fig. 1.

Fig. 6 is sectional view of the Fig. 3 along C-C.

Fig. 7 is to weld first to stretch out the sectional view after steel plate, the second stretching steel plate.

Fig. 8 is the first shear wall and the spliced sectional view of the first shear wall.

[specific embodiment]

It please refers to shown in Figure of description 1 to attached drawing 8, the utility model is a kind of part compound shear wall horizontal connection section Point is made of several parts such as the first shear wall 1 and the second shear wall 2.Wherein, first shear wall 1 and the second shearing The L-shaped splicing of wall 2.

Specifically, the side of first shear wall 1 is welded with veneer steel plate 3.Vertical welding on the veneer steel plate 3 There is one first stretching steel plate 4, the free end of the first stretching steel plate 4 is soldered to the second shear wall 2.

One second stretching steel plate 5 is welded on second shear wall 2.Described second, which stretches out steel plate 5 and first, stretches out steel The parallel setting of plate 4, and the free end of the second stretching steel plate 5 is soldered to the veneer steel plate 3 of the first shear wall 1.

The upper and lower side of the first stretching steel plate 4 and the second stretching steel plate 5 is welded with cover board 6, to make the first stretching steel Plate 4 and second stretches out cavity closing between steel plate 5, and enhance the structural strength of the junction.

Further, first shear wall 1 and the second shear wall 2 are mixed by steel skeleton 7, Welding flat steel 8 and filling Solidifying soil 9 forms.Wherein, the steel skeleton 7 is welded by web 71, the edge of a wing 72 and floor 73,72 vertical welding of the edge of a wing It is connected to the both ends of web 71.73 vertical welding of floor is in the two sides of web 71.The Welding flat steel 8 is welded on 72 He of the edge of a wing Between floor 73 and between adjacent floor 73, to enhance the structural strength of steel skeleton 7.The fill concrete 9 is filled in the wing Between edge 72.

The veneer steel plate 3 is welded between the edge of a wing 72 and floor 73 of the first shear wall 1, and parallel with web 71.Institute The edge of a wing 72 for stating the first stretching steel plate 4 and the first shear wall 1 is in the same plane.The second stretching steel plate 5 is welded in the 72 outside of the edge of a wing of two shear walls 2, and it is perpendicular with the edge of a wing 72.

The making step of the part combined shear wall horizontal connecting node of the utility model is as follows:

1), prefabricated first shear wall 1 and the second shear wall 2；

2) veneer steel plate 2, is welded in the side of the first shear wall 1, and vertical welding one first stretches out on veneer steel plate 2 Steel plate 4；

3), steel plate 5 is stretched out in the end welding second on a wherein edge of a wing 72 for the second shear wall 2；

4) it, will mutually splice in the first shear wall 1 with the second shear wall 2 at the construction field (site), and the first stretching steel plate 4 will be welded To the edge of a wing 72 of the second shear wall 2, the second stretching steel plate 5 is soldered to the veneer steel plate 2 of the first shear wall 1；

5), the upper and lower side welded cover plate 6 of the first stretching steel plate 4 and the second stretching steel plate 5, to form the part of this creation Combined shear wall horizontal connecting node.

Above specific embodiment is only the preferred embodiment of this creation, all in this wound not to limit this creation Any modification, equivalent substitution, improvement and etc. done within the spirit and principle of work, should be included in this creation protection scope it It is interior.

Claims

1. a kind of part combined shear wall horizontal connecting node, it is characterised in that: including the first shear wall and the second shear wall； Wherein, first shear wall and the L-shaped splicing of the second shear wall；The side of first shear wall is welded with veneer steel plate； One first stretching steel plate is vertically welded on the veneer steel plate, the free end of the first stretching steel plate is soldered to the second shearing Wall；One second stretching steel plate is welded on second shear wall；The second stretching steel plate and the first stretching steel plate are parallel Setting, and the free end of the second stretching steel plate is soldered to the veneer steel plate of the first shear wall；Described first stretches out steel plate and the The upper and lower side of two stretching steel plates is welded with cover board.

2. combined shear wall horizontal connecting node in part as described in claim 1, it is characterised in that: first shear wall and Second shear wall includes steel skeleton, Welding flat steel and fill concrete；Wherein, the steel skeleton by web, the edge of a wing and Floor is welded, and the edge of a wing vertical welding is in the both ends of web；The floor vertical welding is in the two sides of web；The weldering Band steel is connect to be welded between the edge of a wing and floor and between floor and floor；The fill concrete is filled between the edge of a wing.

3. combined shear wall horizontal connecting node in part as claimed in claim 2, it is characterised in that: the veneer steel plate welding Between the edge of a wing and floor of the first shear wall, and it is parallel with web.

4. combined shear wall horizontal connecting node in part as claimed in claim 2, it is characterised in that: described first stretches out steel plate It is in the same plane with the edge of a wing of the first shear wall.

5. combined shear wall horizontal connecting node in part as claimed in claim 2, it is characterised in that: described second stretches out steel plate It is welded on the outside of the edge of a wing of the second shear wall, and perpendicular with the edge of a wing.