CN218580843U - Double-deck resistance to compression formula steel construction - Google Patents

Double-deck resistance to compression formula steel construction Download PDF

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Publication number
CN218580843U
CN218580843U CN202222796386.4U CN202222796386U CN218580843U CN 218580843 U CN218580843 U CN 218580843U CN 202222796386 U CN202222796386 U CN 202222796386U CN 218580843 U CN218580843 U CN 218580843U
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China
Prior art keywords
connecting rod
double
movable block
fixedly connected
supporting shoe
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Active
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CN202222796386.4U
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Chinese (zh)
Inventor
梅根香
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Hangzhou Fuyang Dongshun Steel Structure Co ltd
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Hangzhou Fuyang Dongshun Steel Structure Co ltd
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    • YGENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
    • Y02TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
    • Y02EREDUCTION OF GREENHOUSE GAS [GHG] EMISSIONS, RELATED TO ENERGY GENERATION, TRANSMISSION OR DISTRIBUTION
    • Y02E10/00Energy generation through renewable energy sources
    • Y02E10/50Photovoltaic [PV] energy

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Abstract

The utility model relates to the field of steel structures, and discloses a double-layer compression-resistant steel structure, which comprises a cross beam; the bottom fixedly connected with montant of crossbeam, one side fixedly connected with anchor strut of montant, one side fixedly connected with supporting shoe of anchor strut, one side swing joint of supporting shoe has the connecting rod, one side fixedly connected with movable block of connecting rod, one side fixedly connected with expanding spring of movable block. This double-deck resistance to compression formula steel construction, through crossbeam, montant, anchor strut, supporting shoe, connecting rod, movable block and the expanding spring who sets up, be favorable to under the support to the supporting shoe through the anchor strut for the supporting shoe supports the connecting rod, has realized the function of resistance to compression then, makes the expanding spring cushion the gliding effort of movable block through the supporting shoe then, makes the movable block realize the function of double-deck resistance to compression.

Description

Double-layer compression-resistant steel structure
Technical Field
The utility model relates to a steel construction technical field specifically is a double-deck withstand voltage formula steel construction.
Background
Steel structures are structures composed of steel materials and are one of the main building structure types. The structure mainly comprises steel beams, steel columns, steel trusses and other members made of section steel, steel plates and the like, and adopts the processes of rust removal and rust prevention such as silanization, pure manganese phosphating, washing and drying, galvanization and the like. The components or parts are typically joined by welds, bolts or rivets. Because of its light dead weight and simple construction, it can be widely used in large-scale factory buildings, venues, super high-rise buildings and other fields. The steel structure is easy to rust, and generally the steel structure needs to be derusted, galvanized or painted, and needs to be maintained regularly.
The existing steel structure does not have the function of double-layer compression resistance, so that the compression resistance effect is not good, the damage is caused easily, and the existing steel structure cannot meet the use requirements of people.
SUMMERY OF THE UTILITY MODEL
Technical problem to be solved
Not enough to prior art, the utility model provides a double-deck resistance to compression formula steel construction possesses the function of double-deck resistance to compression, has solved the problem among the above-mentioned background art.
(II) technical scheme
In order to achieve the above object, the utility model provides a following technical scheme: a double-layer compression-resistant steel structure comprises a cross beam; the utility model discloses a supporting device for the double-deck resistance to compression, including crossbeam, one side fixedly connected with montant, one side fixedly connected with anchor strut, one side fixedly connected with supporting shoe of anchor strut, one side swing joint of supporting shoe has the connecting rod, one side fixedly connected with movable block of connecting rod, one side fixedly connected with expanding spring of movable block, through crossbeam, montant, anchor strut, supporting shoe, connecting rod, movable block and the expanding spring who sets up, be favorable to under the support to the supporting shoe through the anchor strut for the supporting shoe supports the connecting rod, has realized the function of resistance to compression then, makes expanding spring cushion the gliding effort of movable block through the supporting shoe then, makes the movable block realize the function of double-deck resistance to compression.
Furthermore, the connecting rod is connected with the vertical rod in a welding mode, and the connecting rod and the vertical rod are vertically distributed.
Furthermore, the supporting blocks and the reinforcing rods are vertically distributed, and the reinforcing rods are inclined in the front view.
Furthermore, the connecting rod is connected with the supporting block in a sliding mode through the movable block, and the movable block and the connecting rod are distributed in a T shape.
Furthermore, the top of the connecting rod is respectively connected with the cross beam and the cross beam in a welding mode, and the connecting rod is in an inclined shape in front view.
Furthermore, one side of the telescopic spring is fixedly connected with the inner wall of the supporting block, and the movable block and the supporting block form a telescopic structure through the telescopic spring.
Advantageous effects
Compared with the prior art, the utility model provides a double-deck withstand voltage formula steel construction possesses following
Has the advantages that:
1. this double-deck resistance to compression formula steel construction, through crossbeam, montant, anchor strut, supporting shoe, connecting rod, movable block and the expanding spring who sets up, be favorable to under the support to the supporting shoe through the anchor strut for the supporting shoe supports the connecting rod, has realized the function of resistance to compression then, makes the expanding spring cushion the gliding effort of movable block through the supporting shoe then, makes the movable block realize the function of double-deck resistance to compression.
Drawings
FIG. 1 is a schematic view of the leveling structure of the present invention;
FIG. 2 is a schematic view of the front view connection structure of the supporting block and the connecting rod of the present invention;
fig. 3 is a schematic view of the side-view connecting structure of the supporting block and the connecting rod of the present invention.
Detailed Description
The technical solutions in the embodiments of the present invention will be described clearly and completely with reference to the accompanying drawings in the embodiments of the present invention, and it is obvious that the described embodiments are only some embodiments of the present invention, not all embodiments. Based on the embodiments in the present invention, all other embodiments obtained by a person skilled in the art without creative efforts all belong to the protection scope of the present invention.
Example 1
The utility model provides a better embodiment of double-deck resistance to compression formula steel construction is shown in FIG. 1 to FIG. 3: a double-layer pressure-resistant steel structure comprises a cross beam 1; the utility model discloses a support device for the double-deck compression-resistant mechanism, including crossbeam 1, one side fixedly connected with montant 2, one side fixedly connected with anchor strut 3 of montant 2, one side fixedly connected with supporting shoe 4 of anchor strut 3, one side swing joint of supporting shoe 4 has connecting rod 5, one side fixedly connected with movable block 6 of connecting rod 5, one side fixedly connected with expanding spring 7 of movable block 6, through crossbeam 1, montant 2, anchor strut 3, supporting shoe 4, connecting rod 5, movable block 6 and expanding spring 7 that set up, be favorable to under the support of 3 to supporting shoe 4 through the anchor strut for supporting shoe 4 supports connecting rod 5, has realized the function of resistance to compression then, makes expanding spring 7 cushion the gliding effort of movable block 6 through supporting shoe 4 then, makes movable block 6 realize the function of double-deck resistance to compression.
Furthermore, the connecting rod 5 is connected with the vertical rod 2 in a welding manner, and the connecting rod 5 and the vertical rod 2 are vertically distributed.
Furthermore, the supporting blocks 4 are perpendicular to the reinforcing rods 3, and the reinforcing rods 3 are inclined in front view.
Furthermore, the connecting rod 5 is slidably connected with the supporting block 4 through the movable block 6, and the movable block 6 and the connecting rod 5 are distributed in a T shape.
Furthermore, the top of the connecting rod 5 is respectively welded with the beam 1 and the beam 1, and the connecting rod 5 is viewed as being inclined.
Furthermore, one side of the extension spring 7 is fixedly connected with the inner wall of the supporting block 4, and the movable block 6 and the supporting block 4 form an extension structure through the extension spring 7.
When using, be favorable to under 3 supports supporting shoe 4 through the anchor strut for supporting shoe 4 supports connecting rod 5, has realized the function of resistance to compression then, makes telescopic spring 7 cushion the gliding effort of movable block 6 through supporting shoe 4 then, makes movable block 6 realize the function of double-deck resistance to compression.
It is noted that, herein, relational terms such as first and second, and the like may be used solely to distinguish one entity or action from another entity or action without necessarily requiring or implying any actual such relationship or order between such entities or actions. Also, the terms "comprises," "comprising," or any other variation thereof, are intended to cover a non-exclusive inclusion, such that a process, method, article, or apparatus that comprises a list of elements does not include only those elements but may include other elements not expressly listed or inherent to such process, method, article, or apparatus.
Although embodiments of the present invention have been shown and described, it will be appreciated by those skilled in the art that various 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 (6)

1. The utility model provides a double-deck resistance to compression formula steel construction which characterized in that: comprises a cross beam (1); the bottom fixedly connected with montant (2) of crossbeam (1), one side fixedly connected with anchor strut (3) of montant (2), one side fixedly connected with supporting shoe (4) of anchor strut (3), one side swing joint of supporting shoe (4) has connecting rod (5), one side fixedly connected with movable block (6) of connecting rod (5), one side fixedly connected with expanding spring (7) of movable block (6).
2. The double-layer compression-resistant steel structure of claim 1, wherein: the connecting rod (5) is connected with the vertical rod (2) in a welding mode, and the connecting rod (5) and the vertical rod (2) are vertically distributed.
3. The double-layer compression-resistant steel structure of claim 1, wherein: the supporting blocks (4) and the reinforcing rods (3) are vertically distributed, and the reinforcing rods (3) are in an inclined shape in front view.
4. The double-layer compression-resistant steel structure of claim 1, wherein: the connecting rod (5) is connected with the supporting block (4) in a sliding mode through the movable block (6), and the movable block (6) and the connecting rod (5) are distributed in a T shape.
5. The double-layer compression-resistant steel structure of claim 1, wherein: the top of the connecting rod (5) is respectively connected with the beam (1) and the beam (1) in a welding manner, and the connecting rod (5) is in an inclined shape.
6. The double-layer compression-resistant steel structure of claim 1, wherein: one side of the telescopic spring (7) is fixedly connected with the inner wall of the supporting block (4), and the movable block (6) forms a telescopic structure with the supporting block (4) through the telescopic spring (7).
CN202222796386.4U 2022-10-24 2022-10-24 Double-deck resistance to compression formula steel construction Active CN218580843U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN202222796386.4U CN218580843U (en) 2022-10-24 2022-10-24 Double-deck resistance to compression formula steel construction

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN202222796386.4U CN218580843U (en) 2022-10-24 2022-10-24 Double-deck resistance to compression formula steel construction

Publications (1)

Publication Number Publication Date
CN218580843U true CN218580843U (en) 2023-03-07

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Family Applications (1)

Application Number Title Priority Date Filing Date
CN202222796386.4U Active CN218580843U (en) 2022-10-24 2022-10-24 Double-deck resistance to compression formula steel construction

Country Status (1)

Country Link
CN (1) CN218580843U (en)

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