CN212896978U - External node of bolt-through multi-cavity concrete filled steel tube earthquake-resistant wall - Google Patents
External node of bolt-through multi-cavity concrete filled steel tube earthquake-resistant wall Download PDFInfo
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- CN212896978U CN212896978U CN202020823170.0U CN202020823170U CN212896978U CN 212896978 U CN212896978 U CN 212896978U CN 202020823170 U CN202020823170 U CN 202020823170U CN 212896978 U CN212896978 U CN 212896978U
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Abstract
The utility model relates to a to wearing bolt multicavity steel pipe concrete antidetonation wall joins externally, including to wearing bolt multicavity steel pipe concrete antidetonation wall and supporting component, to wearing bolt multicavity steel pipe concrete antidetonation wall includes the rectangle steel pipe that is located both ends, is located the middle to embracing super minor face cold-bending channel-section steel, and the turn-up of super minor face cold-bending channel-section steel both sides is welded respectively on the rectangle steel pipe lateral wall, sets up a plurality of bolts to wearing along the thickness direction to embracing the cavity that super minor face cold-bending channel-section steel formed, exposes to the bolt outside super minor face cold-bending channel-section steel; the supporting component comprises an angle steel and an aluminum alloy supporting plate, the angle steel is provided with a hole and is sleeved and fixed at the exposed end of the opposite penetrating bolt, one end of the aluminum alloy supporting plate is fixed on the angle steel horizontal limb through a bolt, the other end of the aluminum alloy supporting plate is provided with a clamping groove, and an upper hook plate and a lower hook plate which are connected with the stone curtain wall are arranged in the clamping groove. The utility model discloses utilize on the antidetonation wall to wearing bolt directly fixed support component, need not additionally again welding or pre-buried built-in fitting that is used for connecting the support component.
Description
Technical Field
The utility model relates to an assembly type structure field, concretely relates to external node of bolt multicavity steel pipe-concrete earthquake-resistant wall to wearing.
Background
In the building field, it is sometimes necessary to hang some external devices or building curtain walls on the non-load-bearing outer wall surface, which requires some supporting members to be installed on the outer wall surface to meet the hanging requirement. The existing wall structure is not designed according to the requirement of suspension, so that the structure capable of directly mounting the supporting member is not specially designed, particularly the steel plate earthquake-resistant wall structure popularized and used at present, if a curtain wall is suspended on the outer wall surface of the structure, the supporting member still needs to be additionally welded on the steel plate inside the steel plate earthquake-resistant wall, and inconvenience is brought to site construction operation.
The opposite-bolt-penetrating multi-cavity concrete filled steel tube earthquake-resistant wall is a multi-cavity reinforced concrete structure released by Zhejiang Yuogong steel structure limited company, has high bearing capacity, can bear internal force caused by various loads, and can effectively control the horizontal force of the structure. And moreover, the supporting member for meeting the suspension requirement can be directly and fixedly installed by utilizing the self-designed structure of the anti-seismic wall, additional welding and fixing are not needed on the construction site, the construction efficiency is greatly improved, and the supporting member and the wall body are stably connected.
SUMMERY OF THE UTILITY MODEL
In order to realize the above purpose, the utility model discloses the technical scheme who adopts is:
the external node of the bolt-through multi-cavity concrete filled steel tube earthquake-resistant wall comprises a bolt-through multi-cavity concrete filled steel tube earthquake-resistant wall and a supporting member, wherein the bolt-through multi-cavity concrete filled steel tube earthquake-resistant wall comprises rectangular steel tubes positioned at two ends and opposite-holding ultra-short edge cold-bent channel steel positioned in the middle, turned edges at two sides of the ultra-short edge cold-bent channel steel are respectively welded on the side walls of the rectangular steel tubes, a plurality of bolt-through pairs are arranged in the thickness direction of a cavity formed by holding the ultra-short edge cold-bent channel steel, and the bolt-through pairs are exposed outside the ultra-; the supporting component comprises an angle steel and an aluminum alloy supporting plate, the angle steel is provided with a hole and is sleeved and fixed at the exposed end of the opposite penetrating bolt, one end of the aluminum alloy supporting plate is fixed on the angle steel horizontal limb through a bolt, the other end of the aluminum alloy supporting plate is provided with a clamping groove, and an upper hook plate and a lower hook plate which are connected with the stone curtain wall are arranged in the clamping groove.
The utility model discloses a to wearing bolt multicavity steel pipe concrete antidetonation wall external node, make full use of on this antidetonation wall be used for satisfying the supporting member that hangs the requirement to wearing bolt snap-on, need not extra welding again or pre-buried built-in fitting that is used for connecting the supporting member, improved the efficiency of construction, be connected firmly between supporting member and the wall body moreover, be difficult for breaking away from, can satisfy the difference and hang the demand.
Drawings
FIG. 1 is a schematic structural diagram of an external hanging node in the embodiment;
FIG. 2 is an enlarged, fragmentary view of the support member of FIG. 1;
FIG. 3 is a top view of the earthquake-proof wall of the embodiment.
Detailed Description
The technical solution in the embodiments of the present invention will be clearly and completely described below with reference to the accompanying drawings in the embodiments of the present invention.
The embodiment discloses an external hanging node of a bolt-through multi-cavity concrete filled steel tube earthquake-proof wall, which has the structure shown in fig. 1 to 3 and comprises a bolt-through multi-cavity concrete filled steel tube earthquake-proof wall (called as an earthquake-proof wall for short) and a supporting member. Wherein to wearing bolt multicavity steel pipe-concrete earthquake-resistant wall as shown in fig. 3, including the rectangle steel pipe 1 that is located both ends, be located the centre to embracing ultrashort limit steel channel 2, the turn-up of ultrashort limit steel channel 2 both sides welds respectively on 1 lateral wall of rectangle steel pipe, sets up a plurality of bolts 3 to wearing along the thickness direction to embracing the cavity that ultrashort edge steel channel 2 formed, exposes in ultrashort edge steel channel 2 outsidely to wearing bolt 3. Concrete is required to be poured into a cavity formed by the rectangular steel pipe 1 and the opposite-holding super-short-edge cold-bent channel steel 2.
The supporting member is mainly used for hanging external equipment such as building curtain walls and the like and has the function of being connected with the anti-seismic wall, and the anti-seismic wall in the embodiment is provided with the pair of through bolts 3, so that the supporting member can be just installed by utilizing the pair of through bolts 3, and the trouble of additionally welding or embedding embedded parts for connecting the supporting member on a construction site is avoided. The supporting member in the embodiment mainly comprises angle steel 4 and an aluminum alloy supporting plate 5, holes are respectively formed in the vertical limbs and the horizontal limbs of the angle steel 4, the holes of the vertical limbs of the angle steel 4 are sleeved on the exposed ends of the oppositely penetrating bolts 3 and are locked by nuts, and the horizontal limbs of the aluminum alloy supporting plate 5 are fixed on the horizontal limbs of the angle steel 4 by bolts. A plurality of clamping grooves can be longitudinally formed in the other end of the aluminum alloy supporting plate 5, an upper hook plate 6 and a lower hook plate which are connected with the stone curtain wall are arranged in the clamping grooves, and the upper hook plate 6 and the lower hook plate can be used for hanging the curtain wall or other external hanging equipment. Go up hook plate 6 and hook plate down can design into different structures according to hanging equipment, its and the draw-in groove joint of aluminum alloy layer board 5, and the very easy installation and dismantlement can satisfy various requirements of hanging.
Although embodiments of the present invention have been shown and described, it will be appreciated by those skilled in the art that changes, modifications, substitutions and alterations can be made in these embodiments without departing from the principles and spirit of the invention, the scope of which is defined in the appended claims and their equivalents.
Claims (1)
1. To wearing bolt multicavity steel pipe concrete earthquake-resistant wall external node, its characterized in that: the pair-through bolt multi-cavity concrete filled steel tube earthquake-resistant wall comprises rectangular steel tubes at two ends and a pair-holding ultra-short edge cold-bent channel steel in the middle, wherein turned edges at two sides of the ultra-short edge cold-bent channel steel are respectively welded on the side wall of the rectangular steel tube; the supporting component comprises an angle steel and an aluminum alloy supporting plate, the angle steel is provided with a hole and is sleeved and fixed at the exposed end of the opposite penetrating bolt, one end of the aluminum alloy supporting plate is fixed on the angle steel horizontal limb through a bolt, the other end of the aluminum alloy supporting plate is provided with a clamping groove, and an upper hook plate and a lower hook plate which are connected with the stone curtain wall are arranged in the clamping groove.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202020823170.0U CN212896978U (en) | 2020-05-18 | 2020-05-18 | External node of bolt-through multi-cavity concrete filled steel tube earthquake-resistant wall |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202020823170.0U CN212896978U (en) | 2020-05-18 | 2020-05-18 | External node of bolt-through multi-cavity concrete filled steel tube earthquake-resistant wall |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN212896978U true CN212896978U (en) | 2021-04-06 |
Family
ID=75263606
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202020823170.0U Active CN212896978U (en) | 2020-05-18 | 2020-05-18 | External node of bolt-through multi-cavity concrete filled steel tube earthquake-resistant wall |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN212896978U (en) |
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2020
- 2020-05-18 CN CN202020823170.0U patent/CN212896978U/en active Active
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