CN216618772U - Anti-seismic concrete support for water supply pipeline - Google Patents

Anti-seismic concrete support for water supply pipeline Download PDF

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Publication number
CN216618772U
CN216618772U CN202122806632.5U CN202122806632U CN216618772U CN 216618772 U CN216618772 U CN 216618772U CN 202122806632 U CN202122806632 U CN 202122806632U CN 216618772 U CN216618772 U CN 216618772U
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stiffener
vertical
water supply
rod
concrete support
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马长昊
张磊
于洪旭
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Abstract

The utility model provides a water supply pipe is with antidetonation type concrete support, includes the concrete body, is equipped with a plurality of vertical rods that set up along circumference at this internal concrete, overlaps in the periphery of vertical rod to be equipped with a plurality of annular stirrups that set up in the vertical rod outside along the direction of height equipartition, is equipped with the stiffener of a plurality of overlap joint settings in the top of annular stirrups, the both ends and the vertical rod of stiffener collude and link to each other the setting, are equipped with the joint mounting between stiffener and its relative annular stirrups. This application adopts vertical pole and annular stirrup to form a loose skeleton texture, then supplementary with the stiffener and with the supplementary joint mounting of stiffener, form an inside fixed whole to after receiving the earthquake, inside has certain buffer capacity, avoids causing fatal harm to the structure after the earthquake.

Description

Anti-seismic concrete support for water supply pipeline
Technical Field
The application relates to an anti-seismic concrete support for a water supply pipeline.
Background
The size of a water supply pipeline is large, a fixed support is generally adopted for supporting, and when an earthquake or other vibration occurs, the conventional support is easy to deform, split, even fall sideways and other dangerous conditions due to overlarge pressure. Present preparation generally all adopts and sets up a plurality of stirrups on the main muscle to improve the holding capacity of main muscle, but when taking place the earthquake, can make the stirrup exert the yawing force for the main muscle on the contrary, this yawing force causes the further deformation of main muscle, makes the brittle failure of main muscle even, and this kind of setting has reduced holistic antidetonation effect when improving whole rigidity.
SUMMERY OF THE UTILITY MODEL
In order to solve the problem, the application provides an antidetonation type concrete support for water supply pipe, including the concrete body, be equipped with a plurality of vertical rods that set up along circumference in the concrete body, peripheral cover at vertical rod is equipped with a plurality of annular stirrups that set up in the vertical rod outside along the direction of height equipartition, is equipped with the stiffener of a plurality of overlap joint settings in the top of annular stirrups, the both ends and the vertical rod of stiffener collude and link the setting, are equipped with the joint mounting between stiffener and its relative annular stirrups. This application adopts vertical pole and annular stirrup to form a loose skeleton texture, then supplementary with the stiffener and with the supplementary joint mounting of stiffener, form an inside fixed whole to after receiving the earthquake, inside has certain buffer capacity, avoids causing fatal harm to the structure after the earthquake.
Preferably, the joint mounting includes the U-shaped splice bar of a joint in the annular stirrup outside, the upside that the top of U-shaped splice bar upwards extends to the annular stirrup is equipped with the horizontal depression bar that the level set up respectively in the both sides of U-shaped splice bar, still is equipped with down the folding rod at the tip of horizontal depression bar, the folding rod butt sets up the one side that deviates from the annular stirrup at the stiffener down. This application adopts the joint mounting of colluding the form, is on the one hand in order to improve its holistic assemblability, and on the other hand is in order to let its whole have certain flexibility for when the real production deformation of concrete, skeleton itself has certain cushioning effect, avoids taking place bad phenomena such as brittle failure.
Preferably, the reinforcing rod comprises a middle connecting rod, the two ends of the middle connecting rod are respectively provided with a hook connecting rod, and at least one hook connecting rod is provided with an extension rod sleeved outside the vertical rod.
Preferably, the vertical pole is square to be arranged, the quantity of vertical pole on a square edge is four, the stiffener sets up between the vertical pole of relative inboard, the stiffener includes two horizontal stiffeners and two vertical stiffeners, and horizontal stiffener and vertical stiffener set up perpendicularly.
Preferably, each edge that the square setting of vertical pole formed respectively is equipped with two joint mountings, and crisscross butt setting between the joint mounting on adjacent limit.
Preferably, the central axis of the square formed by the vertical rods is superposed with the central axis of the concrete body.
Preferably, the corner reinforcing part comprises a U-shaped hook hooked on the vertical rod, two sides of the U-shaped hook are respectively provided with an n-shaped hook, one n-shaped hook is hooked with the transverse reinforcing rod, and the other n-shaped hook is hooked with the vertical reinforcing rod. The reason that this application set up the bight reinforcement is the intensity that improves its bight for skeleton self does not have obvious weak point, thereby guarantees the stability and the reliability of whole structure, also does benefit to at the concrete placement in-process, and whole skeleton texture's stability avoids pouring the process and causes adverse effect to skeleton texture.
This application can bring following beneficial effect:
1. according to the earthquake-proof structure, the vertical rods and the annular stirrups form a loose framework structure, then the reinforcing rods and the clamping fixing pieces assisting with the reinforcing rods are used for forming an internally fixed whole, so that after an earthquake occurs, the inside has certain buffering capacity, and fatal damage to the structure after the earthquake is avoided;
2. the clamping fixing piece in a hook connection mode is adopted, on one hand, the whole assembly performance of the clamping fixing piece is improved, on the other hand, the whole clamping fixing piece is made to have certain flexibility, so that when concrete is actually deformed, the framework has a certain buffering effect, and bad phenomena such as brittle failure and the like are avoided;
3. the reason that this application set up the bight reinforcement is the intensity that improves its bight for skeleton self does not have obvious weak point, thereby guarantees the stability and the reliability of whole structure, also does benefit to at the concrete placement in-process, and whole skeleton texture's stability avoids pouring the process and causes adverse effect to skeleton texture.
Drawings
The accompanying drawings, which are included to provide a further understanding of the application and are incorporated in and constitute a part of this application, illustrate embodiment(s) of the application and together with the description serve to explain the application and not to limit the application. In the drawings:
FIG. 1 is a schematic structural diagram of the present application;
FIG. 2 is a schematic structural view of the internal skeleton of the present application;
FIG. 3 is an enlarged schematic view of a portion of the structure of FIG. 2;
FIG. 4 is a schematic view of a corner reinforcement portion;
FIG. 5 is a schematic view of a snap fastener.
Detailed Description
In order to clearly illustrate the technical features of the present solution, the present application will be explained in detail through the following embodiments.
In a first embodiment, as shown in fig. 1 to 5, an anti-seismic concrete support for a water supply pipeline comprises a concrete body 1, a plurality of vertical rods 2 arranged along the circumferential direction are arranged in the concrete body 1, a plurality of annular stirrups 3 uniformly distributed and arranged outside the vertical rods 2 along the height direction are sleeved on the periphery of the vertical rods 2, a plurality of reinforcing rods 4 arranged in a lap joint manner are arranged above the annular stirrups 3, two ends of each reinforcing rod 4 are hooked with the vertical rods 2, and a clamping fixing part 5 is arranged between each reinforcing rod 4 and the corresponding annular stirrup 3. The joint mounting 5 includes that a joint is in the U-shaped splice bar 6 in the annular stirrup 3 outside, and the top of U-shaped splice bar 6 upwards extends to the upside of annular stirrup 3, is equipped with the horizontal depression bar 7 that the level set up respectively in the both sides of U-shaped splice bar 6, still is equipped with down the folding rod 8 at the tip of horizontal depression bar 7, and 8 butt settings of folding rod are in the one side that deviates from annular stirrup 3 of stiffener 4 down. The reinforcing rod 4 comprises a middle connecting rod 9, two ends of the middle connecting rod 9 are respectively provided with a hook connecting rod 10, and at least one hook connecting rod 10 is provided with an extension rod 11 sleeved outside the vertical rod 2. Vertical pole 2 is square and arranges, and vertical pole 2 is four in quantity on square one edge, and stiffener 4 sets up between relative inboard vertical pole 2, and stiffener 4 includes two horizontal stiffeners 12 and two vertical stiffeners 13, and horizontal stiffener 12 sets up perpendicularly with vertical stiffener 13. Each edge that the square setting of vertical pole 2 formed respectively is equipped with two joint mounting 5, and crisscross butt setting between the joint mounting 5 on the adjacent limit. The central axis of the square formed by the vertical rods 2 is coincided with the central axis of the concrete body 1. The corner reinforcing piece 14 comprises a U-shaped hook 15 hooked on the vertical rod 2, n-shaped hooks 16 are arranged on two sides of the U-shaped hook 15 respectively, one n-shaped hook 16 is hooked with the transverse reinforcing rod 12, and the other n-shaped hook 16 is hooked with the vertical reinforcing rod 13.
When the fixing structure is used, the vertical rods 2 are placed at proper positions, the transverse reinforcing rods 12 and the vertical reinforcing rods 13 are arranged between the vertical rods 2, then the clamping fixing piece 5 on one side is hung, then the clamping fixing piece 5 on the opposite side is hung, and finally the clamping fixing piece 5 on the vertical side of the installed clamping fixing piece 5 on the two sides needs to be hung, and at the moment, the clamping relation of the adjacent sides needs to be considered so as to ensure the fixing structure between the transverse reinforcing rods 12 and the vertical reinforcing rods 13; and finally, installing corner reinforcing parts according to requirements so as to ensure the structural stability and the integral reliability as much as possible.
The above are merely examples of the present application and are not intended to limit the present application. Various modifications and changes may occur to those skilled in the art to which the present application pertains. Any modification, equivalent replacement, improvement, etc. made within the spirit and principle of the present application should be included in the scope of the claims of the present application.

Claims (7)

1. The utility model provides a water supply pipe is with antidetonation type concrete support which characterized in that: including the concrete body, be equipped with a plurality of vertical poles that set up along circumference at the concrete body, peripheral cover at vertical pole is equipped with a plurality of annular stirrups that set up in the vertical pole outside along the direction of height equipartition, is equipped with the stiffener of a plurality of overlap joint settings in the top of annular stirrups, the both ends and the vertical pole of stiffener collude even the setting, are equipped with the joint mounting between stiffener and its relative annular stirrups.
2. An anti-seismic concrete support for water supply pipelines according to claim 1, wherein: the joint mounting includes the U-shaped splice bar of a joint in the annular stirrup outside, the upside that upwards extends to the annular stirrup in the top of U-shaped splice bar is equipped with the horizontal depression bar that the level set up respectively in the both sides of U-shaped splice bar, still is equipped with down the folding rod at the tip of horizontal depression bar, the folding rod butt sets up the one side that deviates from the annular stirrup at the stiffener down.
3. An anti-seismic concrete support for a water supply pipeline according to claim 1, wherein: the reinforcing rod comprises a middle connecting rod, hook connecting rods are arranged at two ends of the middle connecting rod respectively, and an extension rod sleeved outside the vertical rod is arranged on at least one hook connecting rod.
4. An anti-seismic concrete support for water supply pipelines according to claim 1, wherein: the vertical rod is square and arranges, the quantity of vertical rod on a square edge is four, the stiffener sets up between the vertical rod of relative inboard, the stiffener includes two horizontal stiffeners and two vertical stiffeners, and horizontal stiffener and vertical stiffener set up perpendicularly.
5. An anti-seismic concrete support for a water supply pipeline according to claim 4, wherein: each edge that the square setting of vertical pole formed respectively is equipped with two joint mountings, and crisscross butt setting between the joint mounting on adjacent limit.
6. An anti-seismic concrete support for water supply pipelines according to claim 4, wherein: the square central shaft formed by the vertical rods is superposed with the central shaft of the concrete body.
7. An anti-seismic concrete support for water supply pipelines according to claim 5, wherein: still include a bight reinforcement, the bight reinforcement includes that a colludes the U-shaped hook that the knot set up on vertical pole, is equipped with an n shape hook respectively in the both sides of U-shaped hook, and one of them n shape hook colludes with horizontal stiffener and links to each other the setting, and another n shape hook colludes with vertical stiffener and links to each other the setting.
CN202122806632.5U 2021-11-16 2021-11-16 Anti-seismic concrete support for water supply pipeline Active CN216618772U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN202122806632.5U CN216618772U (en) 2021-11-16 2021-11-16 Anti-seismic concrete support for water supply pipeline

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN202122806632.5U CN216618772U (en) 2021-11-16 2021-11-16 Anti-seismic concrete support for water supply pipeline

Publications (1)

Publication Number Publication Date
CN216618772U true CN216618772U (en) 2022-05-27

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Family Applications (1)

Application Number Title Priority Date Filing Date
CN202122806632.5U Active CN216618772U (en) 2021-11-16 2021-11-16 Anti-seismic concrete support for water supply pipeline

Country Status (1)

Country Link
CN (1) CN216618772U (en)

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