CN211449895U - Anti-seismic support model - Google Patents
Anti-seismic support model Download PDFInfo
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- CN211449895U CN211449895U CN201922077061.9U CN201922077061U CN211449895U CN 211449895 U CN211449895 U CN 211449895U CN 201922077061 U CN201922077061 U CN 201922077061U CN 211449895 U CN211449895 U CN 211449895U
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- cross arm
- movable mounting
- pipeline
- floor
- connecting piece
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Abstract
The utility model discloses an antidetonation support model, including floor and pipeline, pipeline movable mounting is in the below of floor, the lower extreme surface movable mounting of pipeline has first cross arm, and the equal movable mounting in upper end surface both sides of first cross arm has the jib, the upper end surface movable mounting of pipeline has the second cross arm, and the equal movable mounting in upper end surface both sides of second cross arm has the montant, the equal movable mounting in both sides of second cross arm has universal regulation telescopic link, and the equal movable mounting in upper and lower both ends of universal regulation telescopic link, montant and jib has the antidetonation connecting piece, movable mounting has the crab-bolt between antidetonation connecting piece and the floor, the crab-bolt runs through in the inside of antidetonation connecting piece and floor, the contained angle between universal regulation telescopic link and the montant is forty-five degrees. The utility model discloses, can be quick, simple and convenient for antidetonation support mounted position location, provide budget, control cost for owner, construction unit and design institute.
Description
Technical Field
The utility model relates to an antidetonation support technical field specifically is an antidetonation support model.
Background
In building and electrical engineering, the pipeline anti-seismic support plays an important role in improving the anti-seismic performance of buildings, is one of main ways for increasing the comprehensive disaster-resistant experience of cities, is also the main work of earthquake prevention and disaster reduction, and adopts anti-seismic supports with different specifications and different models to reinforce a pipeline system to achieve the effect of earthquake-resistant simulation, but the anti-seismic support is often limited by a pipeline on site in the installation process, so that the installation position of the anti-seismic support cannot be judged.
To this end, an anti-seismic support model is proposed.
SUMMERY OF THE UTILITY MODEL
An object of the utility model is to provide an antidetonation support model, can be quick, simple and convenient for antidetonation support mounted position location, provide budget, control cost for owner, construction unit and design institute to solve the problem that proposes among the above-mentioned background art.
In order to achieve the above object, the utility model provides a following technical scheme: the utility model provides an antidetonation support model, includes floor and pipeline, pipeline movable mounting is in the below of floor, the lower extreme surface movable mounting of pipeline has first cross arm, and the equal movable mounting in upper end surface both sides of first cross arm has the jib, the upper end surface movable mounting of pipeline has the second cross arm, and the equal movable mounting in upper end surface both sides of second cross arm has the montant, the equal movable mounting in both sides of second cross arm has the universal telescopic link of adjusting, and the equal movable mounting in upper and lower both ends of universal telescopic link of adjusting, montant and jib has the antidetonation connecting piece, movable mounting has the crab-bolt between antidetonation connecting piece and the floor.
The method comprises the steps of fixing a first cross arm on the outer surface of the lower end of a pipeline, installing telescopic vertical suspenders on two sides of the outer surface of the upper end of the first cross arm, extending the suspenders to the bottom of a floor slab, marking positions, where the suspenders are anchored, at the bottom of the floor slab, installing second cross arms on the outer surface of the upper end of the pipeline, extending vertical rods to the bottom of the floor slab, marking positions, where the vertical rods are anchored, at the bottom of the floor slab, and installing universal adjusting telescopic rods, wherein the universal adjusting telescopic rods and the vertical rods are at forty-five-degree included angles to extend to the bottom of the floor slab, marking positions, where the diagonal rod anchoring mounting points are marked, at the bottom of.
Preferably, the anchor bolt penetrates through the anti-seismic connecting piece and the inner part of the floor slab.
And the anti-seismic connecting piece is fixed with the floor slab through the anchor bolt.
Preferably, the included angle between the universal adjusting telescopic rod and the vertical rod is forty-five degrees.
An included angle of forty-five degrees is formed between the universal adjusting telescopic rod and the vertical rod, so that a triangular shape is formed between the universal adjusting telescopic rod and the vertical rod, and the shock resistance is improved.
Preferably, the suspender, the vertical rod, the universal adjusting telescopic rod and the anti-seismic connecting piece are all connected through bolts.
The installation angle between the suspender, the vertical rod and the universal adjusting telescopic rod and the anti-seismic connecting piece can be conveniently adjusted by utilizing the bolt for connection.
Preferably, the first cross arm and the second cross arm are installed in a staggered mode.
Dislocation installation between first cross arm and the second cross arm avoids first cross arm and second cross arm to take place to contradict in the installation.
Preferably, the suspension rod and the vertical rod can be telescopic.
The suspender and the vertical rod can be stretched and retracted, and the installation is convenient.
Compared with the prior art, the beneficial effects of the utility model are that:
the method can quickly and simply position the installation position of the anti-seismic support, and can provide budget and control cost for owners, construction units and design houses.
Drawings
Fig. 1 is a schematic structural view of the present invention;
fig. 2 is the combined view of the second cross arm, the vertical rod and the universal adjusting telescopic rod of the utility model.
In the figure: 1. a floor slab; 2. a pipeline; 3. a first cross arm; 4. a boom; 5. a second cross arm; 6. a vertical rod; 7. a universal adjusting telescopic rod; 8. an anti-seismic connector; 9. an anchor bolt.
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 work belong to the protection scope of the present invention.
Referring to fig. 1 to 2, the present invention provides a technical solution:
the utility model provides an antidetonation support model, as shown in fig. 1 to 2, including floor 1 and pipeline 2, 2 movable mounting of pipeline are in the below of floor 1, the lower extreme surface movable mounting of pipeline 2 has first cross arm 3, and the equal movable mounting in upper end surface both sides of first cross arm 3 has jib 4, the upper end surface movable mounting of pipeline 2 has second cross arm 5, and the equal movable mounting in upper end surface both sides of second cross arm 5 has montant 6, the equal movable mounting in both sides of second cross arm 5 has universal regulation telescopic link 7, and the equal movable mounting in upper and lower both ends of universal regulation telescopic link 7, montant 6 and jib 4 has antidetonation connecting piece 8, movable mounting has crab-bolt 9 between antidetonation connecting piece 8 and the floor 1.
By adopting the technical scheme, the first cross arm 3 is fixed on the outer surface of the lower end of the pipeline 2, the telescopic vertical suspension rods 4 are installed on two sides of the outer surface of the upper end of the first cross arm 3, the suspension rods 4 are extended to the bottom of the floor slab 1, the anchoring installation points of the suspension rods 4 are marked at the bottom of the floor slab 1, the second cross arm 5 is installed on the outer surface of the upper end of the pipeline 2, the vertical rods 6 are extended to the bottom of the floor slab 1, the anchoring installation points of the vertical rods 6 are marked at the bottom of the floor slab 1, then the universal adjusting telescopic rods 7 are installed, the positions, at which the universal adjusting telescopic rods 7 and the vertical rods 6 form the included angle of forty-five degrees, are extended to the bottom of the floor slab 1, the anchoring installation points of the inclined support rods.
Specifically, as shown in fig. 1, the anchor bolt 9 penetrates through the anti-seismic connecting member 8 and the floor slab 1.
Through adopting above-mentioned technical scheme, fix with floor 1 through crab-bolt 9 anti-seismic connecting piece 8.
Specifically, as shown in fig. 1, an included angle between the universal adjusting telescopic rod 7 and the vertical rod 6 is forty-five degrees.
Through adopting above-mentioned technical scheme, set up the contained angle of forty-five degrees between universal regulation telescopic link 7 and the montant 6 for form the triangle-shaped form between universal regulation telescopic link 7 and the montant 6, increased the shock resistance.
Specifically, as shown in fig. 1, the suspension rod 4, the vertical rod 6, the universal adjusting telescopic rod 7 and the anti-seismic connecting piece 8 are all connected through bolts.
Through adopting above-mentioned technical scheme, utilize bolted connection to be convenient for adjust jib 4, montant 6 and universal installation angle between adjusting telescopic link 7 and antidetonation connecting piece 8.
Specifically, as shown in fig. 1, the first cross arm 3 and the second cross arm 5 are installed in a staggered manner.
Through adopting above-mentioned technical scheme, dislocation installation between first cross arm 3 and the second cross arm 5 avoids first cross arm 3 and second cross arm 5 to take place to contradict in the installation.
Specifically, as shown in fig. 1, the suspension rod 4 and the vertical rod 6 are both retractable.
Through adopting above-mentioned technical scheme, jib 4 can stretch out and draw back with montant 6, the installation of being convenient for.
The working principle is as follows: fixing a first cross arm 3 on the outer surface of the lower end of a pipeline 2, installing telescopic vertical suspenders 4 on two sides of the outer surface of the upper end of the first cross arm 3, extending the suspenders 4 to the bottom of a floor slab 1, marking the positions of the suspenders 4 at the bottom of the floor slab 1 to be anchoring installation points, installing a second cross arm 5 on the outer surface of the upper end of the pipeline 2, extending vertical rods 6 to the bottom of the floor slab 1, marking the positions of the vertical rods 6 at the positions marked at the bottom of the floor slab 1 to be anchoring installation points, installing universal adjusting telescopic rods 7, enabling the universal adjusting telescopic rods 7 and the vertical rods 6 to form a forty-five-degree included angle position to extend to the bottom of the floor slab 1, marking the positions of the floor slab 1 to be anchoring installation points of.
The using method comprises the following steps: fixing a first cross arm 3 on the outer surface of the lower end of a pipeline 2, installing telescopic vertical suspenders 4 on two sides of the outer surface of the upper end of the first cross arm 3, extending the suspenders 4 to the bottom of a floor slab 1, marking the positions of the suspenders 4 at the bottom of the floor slab 1 to be anchoring installation points, installing a second cross arm 5 on the outer surface of the upper end of the pipeline 2, extending vertical rods 6 to the bottom of the floor slab 1, marking the positions of the vertical rods 6 at the positions marked at the bottom of the floor slab 1 to be anchoring installation points, installing universal adjusting telescopic rods 7, enabling the universal adjusting telescopic rods 7 and the vertical rods 6 to form a forty-five-degree included angle position to extend to the bottom of the floor slab 1, marking the positions of the floor slab 1 to be anchoring installation points of.
The installation method comprises the following steps:
firstly, fixing a first cross arm 3 on the outer surface of the lower end of a pipeline 2;
secondly, mounting the telescopic vertical suspenders 4 on two sides of the outer surface of the upper end of the first cross arm 3, extending the suspenders 4 to the bottom of the floor slab 1, and marking the positions of the suspenders 4 at the bottom of the floor slab 1 as anchoring mounting points;
thirdly, mounting a second cross arm 5 on the outer surface of the upper end of the pipeline 2, extending a vertical rod 6 to the bottom of the floor slab 1, and marking a vertical rod 6 anchoring mounting point at the bottom of the floor slab 1;
and fourthly, installing a universal adjusting telescopic rod 7, wherein the universal adjusting telescopic rod 7 and the vertical rod 6 form a forty-five-degree included angle position to extend to the bottom of the floor slab 1, and marking the position at the bottom of the floor slab 1 as an inclined strut anchoring installation point to finish installation.
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 (6)
1. The utility model provides an antidetonation support model, includes floor (1) and pipeline (2), its characterized in that: pipeline (2) movable mounting has first cross arm (3) in the below of floor (1), and the equal movable mounting in upper end surface both sides of first cross arm (3) has jib (4), the upper end surface movable mounting of pipeline (2) has second cross arm (5), and the equal movable mounting in upper end surface both sides of second cross arm (5) has montant (6), the equal movable mounting in both sides of second cross arm (5) has universal regulation telescopic link (7), and the equal movable mounting in upper and lower both ends of universal regulation telescopic link (7), montant (6) and jib (4) has connecting piece (8), movable mounting has crab-bolt (9) between antidetonation connecting piece (8) and floor (1).
2. An earthquake-resistant support model according to claim 1, characterized in that: the anchor bolt (9) penetrates through the anti-seismic connecting piece (8) and the floor (1).
3. An earthquake-resistant support model according to claim 1, characterized in that: the included angle between the universal adjusting telescopic rod (7) and the vertical rod (6) is forty-five degrees.
4. An earthquake-resistant support model according to claim 1, characterized in that: the suspender (4), the vertical rod (6), the universal adjusting telescopic rod (7) and the anti-seismic connecting piece (8) are all connected through bolts.
5. An earthquake-resistant support model according to claim 1, characterized in that: the first cross arm (3) and the second cross arm (5) are installed in a staggered mode.
6. An earthquake-resistant support model according to claim 1, characterized in that: the suspension rod (4) and the vertical rod (6) can be telescopic.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201922077061.9U CN211449895U (en) | 2019-11-27 | 2019-11-27 | Anti-seismic support model |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201922077061.9U CN211449895U (en) | 2019-11-27 | 2019-11-27 | Anti-seismic support model |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN211449895U true CN211449895U (en) | 2020-09-08 |
Family
ID=72314123
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201922077061.9U Active CN211449895U (en) | 2019-11-27 | 2019-11-27 | Anti-seismic support model |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN211449895U (en) |
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2019
- 2019-11-27 CN CN201922077061.9U patent/CN211449895U/en active Active
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