CN218597450U

CN218597450U - Anti-slipping device of large-span unit type curtain wall under earthquake

Info

Publication number: CN218597450U
Application number: CN202222400130.7U
Authority: CN
Inventors: 张曌; 李学文
Original assignee: Far East Curtain Wall Zhuhai Co ltd
Current assignee: Far East Curtain Wall Zhuhai Co ltd
Priority date: 2022-09-09
Filing date: 2022-09-09
Publication date: 2023-03-10
Anticipated expiration: 2032-09-09

Abstract

The utility model relates to an anti slippage device under large-span unit formula curtain earthquake belongs to curtain anticreep technical field. It mainly lacks the problem of antiskid dropout structure to current product, provides following technical scheme, including the wall body, and a plurality of sets up the unitized curtain wall on the wall body, be connected through anti-disengaging structure between unitized curtain wall and the wall body, anti-disengaging structure buries the piece including pre-buried slot type in the wall body, and the slot type is buried and is provided with on the piece and hangs the seat, and the symmetry is provided with the pendant around on hanging the lateral wall of seat, and the pendant with hang and carry out fixed connection through stainless steel bolt between the seat, it has the connecting piece to peg graft on the pendant. The utility model discloses a set up one side pendant of stainless steel bolt with the unitized curtain wall and fix to hanging on the seat, play the whole effect that breaks away from to hang the seat and whole side direction slides of restriction unitized curtain wall, and then alleviated the phenomenon production that the unitized curtain wall appears droing under the influence that receives the earthquake.

Description

Anti-slipping device of large-span unit type curtain wall under earthquake

Technical Field

The utility model relates to a curtain anticreep technical field especially relates to anti slippage device under large-span unit formula curtain earthquake.

Background

The building curtain wall is widely applied by the advantages of attractive appearance, good lighting performance, sound and heat insulation, easy maintenance and the like, and the existing unit curtain wall only bears the functions of dead weight and wind load and does not bear various load functions of a main body structure.

Therefore, the anti-slip device is basically not considered in the hanging design of the existing massive unit curtain walls, the unit bodies are considered to be mutually spliced and occluded up and down, left and right, and the unit plates cannot be separated, but under the action of an earthquake, the main structure can generate displacement deformation in all directions, so that the adjacent unit plates can generate displacement in different directions, when the reverse displacement exceeds the splicing depth, local plates are likely to be separated, and the unit plates on the vertical face of the whole dropping block fall off.

Therefore, how to treat the curtain wall anti-drop structure is a technical problem to be solved by those skilled in the art.

SUMMERY OF THE UTILITY MODEL

The utility model aims at providing an anti slippage device under large-span unit formula curtain earthquake to the problem that exists among the background art.

The technical scheme of the utility model: anti slippage device under large-span unit formula curtain earthquake, including the wall body, and a plurality of sets up the unit formula curtain on the wall body, be connected through anti-disengaging structure between unit formula curtain and the wall body, anti-disengaging structure buries the piece including pre-buried slot type in the wall body, and the slot type is buried and is provided with on the piece and hangs the seat, and the symmetry is provided with the pendant around on hanging the lateral wall of seat, and carries out fixed connection through stainless steel bolt between pendant and the seat of hanging, it has the connecting piece to peg graft on the pendant, and carries out fixed connection through hexagon socket head cap screw and self tapping screw between pendant and the connecting piece.

Preferably, the hanging seat is placed at the top of the wall body, and the hanging seat is positioned above the groove type embedded part.

Preferably, the hanging seat is symmetrically provided with mounting holes, and the groove type embedded part penetrates through the lower part of the mounting holes and extends into the wall body.

Preferably, a fixing bolt is connected between the groove type embedded part and the hanging seat, and the bottom end of the fixing bolt extends into the wall body.

Preferably, the hexagon socket head cap screw is connected to the hanging piece and the connecting piece in a direct inserting mode from top to bottom.

Preferably, a threaded hole is formed in the side wall of the connecting piece, the self-tapping screw is movably connected into the threaded hole, and one end, inserted into the threaded hole, of the self-tapping screw extends into the hanging piece.

Preferably, the unitized curtain wall is provided with a material, two adjacent materials are divided into a male material and a female material, and the male material and the female material are respectively connected to the corresponding connecting pieces through screw groups.

Compared with the prior art, the utility model discloses following profitable technological effect has:

one side pendant of unit curtain is fixed to hanging the seat through setting up the stainless steel bolt, plays the whole effect that breaks away from to hang the seat and whole lateral sliding of restriction unit curtain, and then has alleviated the phenomenon production that appears droing of unit curtain receiving the influence of earthquake.

Drawings

Fig. 1 is a schematic vertical sectional structure diagram of an embodiment of the present invention;

fig. 2 is a schematic top view of the structure of fig. 1.

Reference numerals are as follows: 1. a wall body; 2. a groove type embedded part; 3. hanging a seat; 4. hanging parts; 5. a connecting member; 6. a stainless steel bolt; 7. self-tapping screws; 8. a hexagon socket head cap screw; 9. and (6) material preparation.

Detailed Description

The following describes the technical solution of the present invention with reference to the accompanying drawings and specific embodiments.

Example one

As shown in fig. 1-2, the utility model provides an anti slippage device under large-span unitized curtain wall earthquake, including wall body 1, and a plurality of sets up the unitized curtain wall on wall body 1, be connected through anti-disengaging structure between unitized curtain wall and the wall body 1, anti-disengaging structure buries 2 including the slot type of burying in wall body 1 in advance, the slot type is buried and is provided with on 2 and hangs seat 3, the symmetry is provided with pendant 4 around on hanging the lateral wall of seat 3, and carry out fixed connection through stainless steel bolt 6 between pendant 4 and the seat of hanging 3, it has connecting piece 5 to peg graft on the pendant 4, and carry out fixed connection through self tapping screw 7 and interior hexagon bolt 8 between pendant 4 and the connecting piece 5.

In this embodiment, hang seat 3, pendant 4 and connecting piece 5 and all adopt metal aluminium material, not only practice thrift the cost, and avoid the corrosion.

The anti-slip device based on the first embodiment for the long-span unit type curtain wall under the earthquake has the working principle that when the curtain wall is assembled, the groove-type embedded part 2 is firstly grooved and embedded in the wall body 1 according to the assembly position of the unit type curtain wall. After the groove type embedded part 2 is embedded, the corresponding hanging seat 3 is placed at the top of the wall body 1, the hanging seat 3 corresponds to the groove type embedded part 2, and the hanging seat 3 is fixedly connected with the groove type embedded part 2 through a fixing bolt. After the hanging seat 3 is assembled, the hanging piece 4 is fixedly connected to the side wall of the hanging seat 3 in a limiting manner through the stainless steel bolt 6. After the hanging piece 4 is installed, the connecting piece 5 is inserted into one end of the hanging piece 4, the connecting piece 5 inserted into the hanging piece 4 is limited by adjusting the height through the hexagon socket head cap screw 8, and the hanging piece 4 and the connecting piece 5 after adjustment are positioned by the aid of the self-tapping screw 7. Two adjacent unitized curtain walls are respectively arranged on the corresponding connecting pieces 5, so that the stable assembly of the unitized curtain walls is realized.

Example two

As shown in fig. 1-2, the utility model provides an anti slippage device under large-span unit formula curtain earthquake, compare in embodiment one, this embodiment still includes: hang seat 3 and place in the top of wall body 1, and hang the top that seat 3 is located the slot type and buries piece 2, hang the symmetry on the seat 3 and seted up the mounting hole, the below of mounting hole runs through the slot type and buries piece 2 to extend into the inside of wall body 1, the slot type is buried piece 2 and is hung and be connected with fixing bolt between the seat 3, and fixing bolt's bottom extends into in the wall body 1.

In this embodiment, the vertical section of the hanging seat 3 is of an L-shaped structure, and the mounting hole on the hanging seat 3 is of a strip groove-shaped structure, so that the whole hanging seat 3 can be adjusted in a telescopic manner when being arranged.

EXAMPLE III

As shown in fig. 2, the utility model provides an anti slippage device under large-span unit formula curtain earthquake, compare in embodiment one or embodiment two, this embodiment still includes: the internal hexagonal bolt 8 is connected to the hanging piece 4 and the connecting piece 5 in a direct inserting mode from top to bottom, a threaded hole is formed in the side wall of the connecting piece 5, the self-tapping screw 7 is movably connected into the threaded hole, one end, inserted into the threaded hole, of the self-tapping screw 7 extends into the hanging piece 4, the unit type curtain wall is provided with the rabbet materials 9, two adjacent rabbet materials 9 are divided into a male rabbet material and a female rabbet material, and the male rabbet material and the female rabbet material are connected to the corresponding connecting pieces 5 through screw groups respectively.

In this embodiment, the male rabbet material and the female rabbet material are clamped with each other, so that splicing assembly between two adjacent unit type curtain walls is realized.

The above embodiments are merely some preferred embodiments of the present invention, and those skilled in the art can make various alternative modifications and combinations to the above embodiments based on the technical solution of the present invention and the related teachings of the above embodiments.

Claims

1. Anti slippage device under large-span unit formula curtain earthquake, including wall body (1), and a plurality of sets up the unit formula curtain on wall body (1), its characterized in that: the anti-falling wall is characterized in that the unit type curtain wall is connected with the wall body (1) through an anti-falling structure, the anti-falling structure comprises a groove type embedded part (2) embedded in the wall body (1), a hanging seat (3) is arranged on the groove type embedded part (2), hanging parts (4) are symmetrically arranged on the side wall of the hanging seat (3) in the front-back direction, the hanging parts (4) are fixedly connected with the hanging seat (3) through stainless steel bolts (6), connecting parts (5) are inserted into the hanging parts (4), and the hanging parts (4) are fixedly connected with the connecting parts (5) through self-tapping screws (7) and inner hexagon bolts (8).

2. The anti-slip device under the earthquake of the long-span unit type curtain wall according to claim 1, wherein: the hanging seat (3) is arranged at the top of the wall body (1), and the hanging seat (3) is positioned above the groove type embedded part (2).

3. The anti-slip device under the earthquake of the long-span unit type curtain wall as claimed in claim 2, wherein: the hanging seat (3) is symmetrically provided with mounting holes, and the groove type embedded part (2) penetrates through the lower part of the mounting holes and extends into the wall body (1).

4. The anti-slip device under the earthquake of the long-span unit type curtain wall as claimed in claim 3, wherein: and a fixing bolt is connected between the groove type embedded part (2) and the hanging seat (3), and the bottom end of the fixing bolt extends into the wall body (1).

5. The anti-slip device under the earthquake of the long-span unit type curtain wall according to claim 1, wherein: the inner hexagon bolt (8) is connected to the hanging piece (4) and the connecting piece (5) in a direct-inserting mode from top to bottom.

6. The anti-slipping device under the earthquake of the long-span unit type curtain wall as claimed in claim 1, wherein: threaded holes are formed in the side wall of the connecting piece (5), the self-tapping screws (7) are movably connected into the threaded holes, and one ends, inserted into the threaded holes, of the self-tapping screws (7) extend into the hanging pieces (4).

7. The anti-slip device under the earthquake of the long-span unit type curtain wall according to claim 1, wherein: the unitized curtain wall is provided with rabbet materials (9), two adjacent rabbet materials (9) are divided into a male rabbet material and a female rabbet material, and the male rabbet material and the female rabbet material are respectively connected to the corresponding connecting pieces (5) through screw groups.