CN213333045U - Anti-seismic support and hanger for building electromechanical engineering - Google Patents
Anti-seismic support and hanger for building electromechanical engineering Download PDFInfo
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- CN213333045U CN213333045U CN202022036310.2U CN202022036310U CN213333045U CN 213333045 U CN213333045 U CN 213333045U CN 202022036310 U CN202022036310 U CN 202022036310U CN 213333045 U CN213333045 U CN 213333045U
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Abstract
The utility model relates to a building electromechanical engineering anti-seismic support and hanger, which comprises three groups of horizontal channel steel, wherein the horizontal channel steel is distributed in parallel; the top end of the vertical channel steel is connected with the horizontal channel steel positioned in the middle through the adjusting channel steel and the connecting base; the oblique-pulling channel steel and the ohmic tube bundle are positioned on the same side of the vertical channel steel, the bottom end of the oblique-pulling channel steel is connected with the vertical channel steel through an anti-seismic base, and the top end of the oblique-pulling channel steel is connected with the horizontal channel steel positioned in the middle through the anti-seismic base; two ends of the stainless steel wire rods are respectively connected with the vertical channel steel and the horizontal channel steel positioned at two sides through anti-seismic connecting pieces; the utility model has the advantages of reasonable design, through antidetonation base and antidetonation connecting piece and draw channel-section steel, nonrust steel wire pole cooperation to one side, with ohmic tube bank and vertical channel-section steel firmly connect concrete stress wall, it is more firm to connect the position, is difficult to take place distortion, deformation, fracture scheduling problem.
Description
Technical Field
The utility model relates to an antidetonation equipment technical field especially relates to a building electromechanical engineering antidetonation gallows.
Background
The anti-seismic support and hanger is an important anti-seismic measure for effectively protecting electromechanical equipment and pipelines, and consists of an anchoring body, a reinforcing suspender, an anti-seismic connecting piece and an inclined strut; the existing water pipe side longitudinal anti-seismic support and hanger connecting component and the connecting channel steel have multiple bending processes, when an earthquake occurs, a product is subjected to overlarge radial tension, and the problems that the bending part of the component is easy to distort, deform, break and the like exist.
Disclosure of Invention
In order to solve the deficiencies in the prior art, the utility model aims to provide a building electromechanical engineering antidetonation gallows has avoided distortion, deformation, fracture scheduling problem because of the too big existence of pulling force.
The utility model provides a technical scheme that its technical problem adopted is:
the utility model provides a building electromechanical engineering antidetonation gallows which characterized in that includes:
the three groups of horizontal channel steel are distributed in parallel and positioned at the top to be connected and fixed with the wall surface; and
the vertical channel steel is positioned at the lower part of the horizontal channel steel, the top end of the vertical channel steel is connected with the horizontal channel steel positioned in the middle through an adjusting channel steel and a connecting base, the bottom of the connecting base is fixedly connected with the vertical channel steel, the top end of the connecting base is connected with the adjusting channel steel, the top end of the adjusting channel steel is connected with the horizontal channel steel, and an ohmic tube bundle connected with the adjusting channel steel is further arranged on the outer side of the vertical channel steel; and
the oblique-pulling channel steel and the ohmic tube bundle are positioned on the same side of the vertical channel steel, the bottom end of the oblique-pulling channel steel is connected with the vertical channel steel through an anti-seismic base, and the top end of the oblique-pulling channel steel is connected with the horizontal channel steel positioned in the middle through the anti-seismic base; and
two sets of stainless steel lead screws, the stainless steel wire pole slope distributes, stainless steel wire pole both ends respectively through antidetonation connecting piece with vertical channel-section steel and be located both sides horizontal channel-section steel is connected.
The adjusting channel steel is horizontally distributed and is vertically distributed with the horizontal channel steel.
Connect the base bottom surface be equipped with the passageway that vertical channel-section steel shape matches, just vertical channel-section steel is inserted in the passageway and is connected fixedly with the connection base, the top surface both sides of connecting the base are equipped with the pterygoid lamina rather than being connected respectively, pterygoid lamina horizontal distribution and with it is fixed to adjust the channel-section steel connection.
The outside of vertical channel-section steel is equipped with rather than the buckle gasket of being connected, just vertical channel-section steel passes through the buckle gasket and is connected with antidetonation connecting piece.
The anti-seismic connecting piece is one or two groups of L-shaped panels;
the anti-seismic connecting piece is a group of L-shaped panels, and two side surfaces of the anti-seismic connecting piece are respectively connected with the stainless steel wire rod and the vertical channel steel;
the anti-seismic connecting pieces are two groups of L-shaped panels, one side surfaces of the two groups of anti-seismic connecting pieces are connected in a rotating mode, and the other side surfaces of the two groups of anti-seismic connecting pieces are connected with the stainless steel screw rod and the horizontal channel steel respectively.
And the two side plates of the anti-seismic connecting piece are also fixedly connected with each other through reinforcing ribs.
The anti-seismic base is of a U-shaped structure, a middle bottom plate of the anti-seismic base is fixedly connected with the vertical channel steel or the horizontal channel steel, a connecting plate which is rotatably connected with the anti-seismic base is arranged between two side face plates of the anti-seismic base, and the connecting plate is fixedly connected with the inclined pull channel steel.
One side of the anti-seismic base further comprises an installation plate located outside, the installation plate and the bottom plate of the anti-seismic base are of an integrated structure and are bent and formed, one side of the installation plate is parallel to the vertical channel steel, and one side of the bottom plate of the anti-seismic base is parallel to the inclined-pulling channel steel.
The utility model has the advantages that: structural design is reasonable, through antidetonation base and antidetonation connecting piece and draw channel-section steel, nonrust steel wire pole cooperation to one side, with ohmic tube bank and vertical channel-section steel firmly connect concrete stress wall, the connection position is more firm, is difficult to take place distortion, deformation, fracture scheduling problem.
Drawings
The present invention will be further explained with reference to the drawings and examples.
Fig. 1 is a schematic view of the structure of the present invention.
Fig. 2 is a schematic view of the structure of the utility model (without diagonal draw of channel steel).
Fig. 3 is a schematic side view of the stainless steel screw rod of the present invention.
Fig. 4 is a schematic structural view of the first anti-seismic base.
Fig. 5 is a schematic view of a seismic connector.
In the figure: 100 vertical channel steel, 200 ohm tube bundles, 300 diagonal draw channel steel, 301 first anti-seismic base, 302 second anti-seismic base, 303 connecting plate, 304 mounting plate, 400 stainless steel screw rod, 401 anti-seismic connecting piece, 402 reinforcing rib, 500 buckle gasket, 600 adjusting channel steel, 601 connecting base, 602 wing plate and 700 horizontal channel steel.
Detailed Description
The following description is provided for illustrative purposes, and other advantages and features of the present invention will become apparent to those skilled in the art from the following detailed description.
According to the illustrations of fig. 1 to 5: the embodiment provides this embodiment and provides a building electromechanical engineering antidetonation gallows, mainly includes horizontal channel-section steel 700, vertical channel-section steel 100, draws channel-section steel 300 and stainless steel wire pole 400 to one side, and the relation of connection between each subassembly is as follows.
Horizontal channel-section steel 700 includes three groups, and parallel distribution is fixed through pre-buried bolted connection between the horizontal channel-section steel 700 and the top wall that is located top and building, and the interval of three horizontal channel-section steels 700 of group selects the setting according to the design requirement, and the length direction of three horizontal channel-section steels 700 of group is the direction of laying of pipeline for the antidetonation props up the gallows and wholly can install along the pipeline direction.
Every vertical channel-section steel 100 of group antidetonation gallows is a set of, and vertical channel-section steel 100 is located horizontal channel-section steel 700 lower part, vertical channel-section steel 100 top with be located the middle part horizontal channel-section steel 700 is connected through adjusting channel-section steel 600 and connection base 601, and the vertical channel-section steel 100 outside still is equipped with ohmic tube bank 200 rather than being connected, and ohmic tube bank 200 is close to the setting of vertical channel-section steel 100's front side lower part, wherein:
a channel matched with the vertical channel steel 100 in shape is arranged on the bottom surface of the connecting base 601, the vertical channel steel 100 is inserted into the channel and is fixedly connected with the connecting base 601 through two groups of bolts, wing plates 602 connected with the connecting base 601 are respectively arranged on two sides of the top surface of the connecting base 601, the wing plates 602 are horizontally distributed and are fixedly connected with the adjusting channel steel 600 through channel steel nuts, and the connecting base 601 is kept connected along the length direction of the adjusting channel steel 600;
adjust channel-section steel 600 horizontal distribution and with horizontal channel-section steel 700 vertical distribution adjusts and is connected fixedly through the channel-section steel nut between channel-section steel 600 and the horizontal channel-section steel 700, through increasing to adjust channel-section steel 600, can reach stable connection and fixed effect on the left and right sides orientation on the one hand, can realize the regulation of left and right sides orientation to ohmic tube bank 200's position simultaneously, and ohmic tube bank 200 can also carry out the regulation of fore-and-aft direction along horizontal channel-section steel 700's orientation simultaneously, satisfies its installation requirement.
The cable-stayed channel steel 300 of each group of anti-seismic support and hanger is a group, the cable-stayed channel steel 300 and the ohmic tube bundle 200 are positioned on the same side of the vertical channel steel 100, the bottom end of the cable-stayed channel steel 300 is connected with the vertical channel steel 100 through a first anti-seismic base 301, and the top end of the cable-stayed channel steel 300 is connected with the horizontal channel steel 700 positioned in the middle through a second anti-seismic base 302;
the first anti-seismic base 301 and the second anti-seismic base 302 are both of a U-shaped structure and are stable in structure, middle bottom plates of the first anti-seismic base 301 and the second anti-seismic base 302 are fixedly connected with the vertical channel steel 100 or the horizontal channel steel 700, a connecting plate 303 rotatably connected with the first anti-seismic base 301 and the second anti-seismic base 302 is arranged between the two side panels of the first anti-seismic base 301 and the second anti-seismic base 302, and the connecting plate 303 is fixedly connected with the cable-stayed channel steel 300;
wherein, in first antidetonation base 301's structure, one side of first antidetonation base 301 is still including being located outside mounting panel 304, and mounting panel 304 and the bottom plate of antidetonation base structure as an organic whole and the shaping of bending, mounting panel 304 one side be on a parallel with vertical channel-section steel 100 sets up and is connected fixedly through the channel-section steel nut with vertical channel-section steel 100, the bottom plate one side of antidetonation base parallel with draw channel-section steel 300 to one side and set up.
The stainless steel wire rods 400 of each group of anti-seismic support and hanger are divided into two groups, the stainless steel wire rods 400 are respectively distributed on the left side and the right side of the vertical channel steel 100 in an inclined mode, and two ends of each stainless steel wire rod 400 are respectively connected with the vertical channel steel 100 and the horizontal channel steel 700 on the two sides through anti-seismic connectors 401;
the anti-seismic connecting piece 401 positioned at the bottom end of the stainless steel screw rod 400 is a group of L-shaped panels, two side plates of the anti-seismic connecting piece 401 are further connected and fixed with each other through a reinforcing rib 402, and two side surfaces of the anti-seismic connecting piece 401 are respectively connected with the stainless steel wire rod 400 and the vertical channel steel 100 through a lock nut and a steel channel nut;
the anti-seismic connecting pieces 401 positioned at the top ends of the stainless steel screw rods 400 are two groups of L-shaped panels, one side surfaces of the two groups of anti-seismic connecting pieces 401 are mutually rotatably connected, and the other side surfaces of the two groups of anti-seismic connecting pieces 401 are respectively connected with the stainless steel wire rods 400 and the horizontal channel steel 700 through locking nuts and steel groove nuts;
through the structure, the two ends of the stainless steel screw rod 400 respectively realize the rotating movement effect in different planes, so that a universal joint structure with two-dimensional rotating movement is realized, and the use condition in the anti-seismic process is met;
further, the outside of vertical channel-section steel 100 is equipped with rather than the buckle gasket 500 of being connected, just vertical channel-section steel 100 is connected with antidetonation connecting piece 401 through buckle gasket 500 for keep the firm connection effect of antidetonation connecting piece 401 and vertical channel-section steel 100.
The above is only the preferred embodiment of the present invention, as long as the preferred embodiment is realized by the same means, the objective technical solution of the present invention all belongs to the protection scope of the present invention.
Claims (8)
1. The utility model provides a building electromechanical engineering antidetonation gallows which characterized in that includes:
the three groups of horizontal channel steel are distributed in parallel and positioned at the top to be connected and fixed with the wall surface; and
the vertical channel steel is positioned at the lower part of the horizontal channel steel, the top end of the vertical channel steel is connected with the horizontal channel steel positioned in the middle through an adjusting channel steel and a connecting base, the bottom of the connecting base is fixedly connected with the vertical channel steel, the top end of the connecting base is connected with the adjusting channel steel, the top end of the adjusting channel steel is connected with the horizontal channel steel, and an ohmic tube bundle connected with the adjusting channel steel is further arranged on the outer side of the vertical channel steel; and
the oblique-pulling channel steel and the ohmic tube bundle are positioned on the same side of the vertical channel steel, the bottom end of the oblique-pulling channel steel is connected with the vertical channel steel through an anti-seismic base, and the top end of the oblique-pulling channel steel is connected with the horizontal channel steel positioned in the middle through the anti-seismic base; and
two sets of stainless steel lead screws, the stainless steel wire pole slope distributes, stainless steel wire pole both ends respectively through antidetonation connecting piece with vertical channel-section steel and be located both sides horizontal channel-section steel is connected.
2. The electro-mechanical engineering earthquake-resistant support and hanger for buildings according to claim 1, characterized in that: the adjusting channel steel is horizontally distributed and is vertically distributed with the horizontal channel steel.
3. The electro-mechanical engineering earthquake-resistant support and hanger for buildings according to claim 1, characterized in that: connect the base bottom surface be equipped with the passageway that vertical channel-section steel shape matches, just vertical channel-section steel is inserted in the passageway and is connected fixedly with the connection base, the top surface both sides of connecting the base are equipped with the pterygoid lamina rather than being connected respectively, pterygoid lamina horizontal distribution and with it is fixed to adjust the channel-section steel connection.
4. The electro-mechanical engineering earthquake-resistant support and hanger for buildings according to claim 1, characterized in that: the outside of vertical channel-section steel is equipped with rather than the buckle gasket of being connected, just vertical channel-section steel passes through the buckle gasket and is connected with antidetonation connecting piece.
5. The electro-mechanical engineering earthquake-resistant support and hanger for buildings according to claim 1, characterized in that: the anti-seismic connecting piece is one or two groups of L-shaped panels;
the anti-seismic connecting piece is a group of L-shaped panels, and two side surfaces of the anti-seismic connecting piece are respectively connected with the stainless steel wire rod and the vertical channel steel;
the anti-seismic connecting pieces are two groups of L-shaped panels, one side surfaces of the two groups of anti-seismic connecting pieces are connected in a rotating mode, and the other side surfaces of the two groups of anti-seismic connecting pieces are connected with the stainless steel screw rod and the horizontal channel steel respectively.
6. The electro-mechanical engineering earthquake-resistant support and hanger for buildings according to claim 5, wherein: and the two side plates of the anti-seismic connecting piece are also fixedly connected with each other through reinforcing ribs.
7. The electro-mechanical engineering earthquake-resistant support and hanger for buildings according to claim 1, characterized in that: the anti-seismic base is of a U-shaped structure, a middle bottom plate of the anti-seismic base is fixedly connected with the vertical channel steel or the horizontal channel steel, a connecting plate which is rotatably connected with the anti-seismic base is arranged between two side face plates of the anti-seismic base, and the connecting plate is fixedly connected with the inclined pull channel steel.
8. The electro-mechanical engineering earthquake-resistant support and hanger for buildings according to claim 7, wherein: one side of the anti-seismic base further comprises an installation plate located outside, the installation plate and the bottom plate of the anti-seismic base are of an integrated structure and are bent and formed, one side of the installation plate is parallel to the vertical channel steel, and one side of the bottom plate of the anti-seismic base is parallel to the inclined-pulling channel steel.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202022036310.2U CN213333045U (en) | 2020-09-10 | 2020-09-10 | Anti-seismic support and hanger for building electromechanical engineering |
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202022036310.2U CN213333045U (en) | 2020-09-10 | 2020-09-10 | Anti-seismic support and hanger for building electromechanical engineering |
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| CN213333045U true CN213333045U (en) | 2021-06-01 |
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Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN114658924A (en) * | 2022-03-17 | 2022-06-24 | 倍德力能源装备（江苏）有限公司 | Dynamic universal welding seat and dynamic universal support hanger |
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2020
- 2020-09-10 CN CN202022036310.2U patent/CN213333045U/en active Active
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN114658924A (en) * | 2022-03-17 | 2022-06-24 | 倍德力能源装备（江苏）有限公司 | Dynamic universal welding seat and dynamic universal support hanger |
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