CN213773928U - Structure is built with antidetonation room to hydraulic engineering - Google Patents
Structure is built with antidetonation room to hydraulic engineering Download PDFInfo
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- CN213773928U CN213773928U CN202022752695.2U CN202022752695U CN213773928U CN 213773928 U CN213773928 U CN 213773928U CN 202022752695 U CN202022752695 U CN 202022752695U CN 213773928 U CN213773928 U CN 213773928U
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- 229910000831 Steel Inorganic materials 0.000 claims abstract description 6
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- 238000010276 construction Methods 0.000 claims description 2
- 230000000694 effects Effects 0.000 abstract description 16
- XEEYBQQBJWHFJM-UHFFFAOYSA-N Iron Chemical compound [Fe] XEEYBQQBJWHFJM-UHFFFAOYSA-N 0.000 description 20
- 229910052742 iron Inorganic materials 0.000 description 10
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Abstract
The utility model relates to a structure is built with antidetonation room to hydraulic engineering, including building the control room of locating the dam body top surface, the control room is built by light steel and is formed, just the control room includes the perpendicular to the support column of dam body top surface, dam body top surface rigid coupling has the antidetonation mound, the bottom of support column is located in the antidetonation mound, the antidetonation mound with be provided with antidetonation mechanism between the support column. This application can improve the antidetonation effect in sluice control room, guarantees low reaches resident ecological environment.
Description
Technical Field
The application relates to hydraulic engineering's field especially relates to a structure is built with antidetonation room to hydraulic engineering.
Background
Hydraulic engineering is an engineering built for controlling and allocating surface water and underground water in nature to achieve the purposes of removing harmful substances and benefiting. Water is a valuable resource essential for human production and life, but its naturally occurring state does not completely meet the needs of human beings. Only when hydraulic engineering is built, water flow can be controlled, flood disasters are prevented, and water quantity is adjusted and distributed to meet the requirements of people on water resources in life and production. Hydraulic engineering needs to build different types of hydraulic buildings such as dams, dikes, spillways, water gates, water inlets, channels, transition troughs, rafts, fishways and the like to achieve the aims, and when a dam body is built, a house needs to be built on the dam body to control a gate on the dam body.
In the related art, the chinese utility model patent with publication number CN207149719U discloses a lightning protection grounding device suitable for a sluice control room, which comprises a vertical connection flat iron, a horizontal connection flat iron and a vertical grounding flat iron, wherein one end of the vertical connection flat iron is connected with the middle part of the horizontal connection flat iron, the horizontal connection flat iron is connected with one end of the vertical grounding flat iron, the other end of the vertical grounding flat iron is connected with the sluice control room, the vertical connection flat iron and the horizontal connection flat iron are in a wavy structure, and the surface of the concave part is coated with a corrosion-resistant paint; the lightning protection device can more effectively resist the acid-base corrosion of soil moisture, and the service life of the lightning protection device is prolonged.
With respect to the related art in the above, the inventors consider that: in the high emergence area of earthquake, because the sluice control room does not have earthquake-resistant structure, when the sluice control room leads to collapsing because of the earthquake, can cause sluice control inefficacy, and then can influence downstream resident's ecological environment.
SUMMERY OF THE UTILITY MODEL
In order to improve the antidetonation effect in sluice control room, guarantee low reaches resident ecological environment, this application provides a structure is built with antidetonation room to hydraulic engineering.
The application provides a pair of structure is built with antidetonation room to hydraulic engineering adopts following technical scheme:
the utility model provides a structure is built with antidetonation room to hydraulic engineering, is including building the control room of locating the dam body top surface, the control room is built by light steel and is formed, just the control room includes the perpendicular to the support column of dam body top surface, dam body top surface rigid coupling has the antidetonation mound, the bottom of support column is located in the antidetonation mound, the antidetonation mound with be provided with antidetonation mechanism between the support column.
Through adopting above-mentioned technical scheme, utilize the lightweight steel to build the control room, can improve the wholeness in control room, and utilize the antidetonation mechanism in the antidetonation mound, can reduce direct contact between control room and the dam body, and then hinder the power direct action that the dam body vibrations produced on the control room, improve the antidetonation effect in sluice control room, be favorable to guaranteeing low reaches resident ecological environment.
Preferably, the top surface of the anti-seismic pier is provided with a groove, and the bottom of the support column is positioned in the groove; the anti-seismic mechanism comprises a support ball and a butt joint, wherein the support ball and the butt joint are embedded in the bottom surface of the groove, the first spring is arranged between the side wall of the support column and the side wall of the groove in a penetrating mode, the first spring is fixedly connected to a limit bolt on the anti-seismic pier, the first spring is sleeved on the limit bolt, the limit bolt penetrates through the support column, and the bottom surface of the support column is abutted against the support ball.
Through adopting above-mentioned technical scheme, when the earthquake, the antidetonation mound is along with the dam body is together vibrations, because be soft connection between support column and the antidetonation mound this moment, utilizes the support ball can hinder support column and the same motion of antidetonation mound, and utilizes the spring one can cushion the mutual removal between antidetonation mound and the support column, has played the antidetonation effect.
Preferably, the side walls of two parallel sides of the anti-seismic pier are provided with first waist-shaped holes, the length direction of the first waist-shaped holes is consistent with that of the support columns, and the limiting bolts penetrate through the first waist-shaped holes; the anti-vibration mechanism further comprises a second spring and a limiting piece, the two sides of the limiting bolt are provided with the second spring, the axis direction of the second spring is consistent with the length direction of the first waist-shaped hole, the limiting piece is fixedly connected to the second spring and is close to one end of the limiting bolt, and the limiting piece is inconsistent with the outer side wall of the limiting bolt.
Through adopting above-mentioned technical scheme, when vertical earthquake ripples arrived, utilize spring two can cushion the support column and reciprocate, and spacing piece can guarantee that spring two acts on spacing bolt all the time, has further improved the antidetonation effect.
Preferably, all seted up the limit groove on the lateral wall of the both sides that are parallel to each other in the recess, anti-seismic mechanism still includes installing frame and fastening bolt, both sides the limit inslot all is provided with the installing frame, waist shape hole two has all been seted up on the lateral wall of the both sides that are parallel to each other in the installing frame, spacing bolt passes waist shape hole two, spring two is kept away from the one end of spacing piece contradict in on the inner wall of installing frame, fastening bolt passes the installing frame with the lateral wall in limit groove is connected, fastening bolt passes spring two.
Through adopting above-mentioned technical scheme, will fasten bolt and unscrew earlier, back with spacing bolt, can dismantle the installing frame, and then can change spring two to guarantee that anti-seismic mechanism can play the antidetonation effect all the time.
Preferably, the end of the limit bolt is in a conical shape.
Through adopting above-mentioned technical scheme, set up the tip of spacing bolt into the toper form, be convenient for insert spacing bolt between two upper and lower spacing pieces to the installation of antidetonation mechanism.
Preferably, the side wall of the limiting sheet, which is abutted to the limiting bolt, is embedded with a sliding ball.
Through adopting above-mentioned technical scheme, when spacing bolt passed spacing piece, utilize the slip ball, can be so that be rolling friction between spacing bolt and the spacing piece, and then reduced frictional force to spacing bolt passes spacing piece.
Preferably, the two limiting bolts in the anti-seismic pier are perpendicular to each other and staggered with each other.
Through adopting above-mentioned technical scheme, set up spacing bolt into two, can all be provided with spring one on four lateral walls of support column, further improved the antidetonation effect of antidetonation mechanism.
Preferably, a linear motion shaft sleeve is embedded in the support column, and the limit bolt penetrates through the linear motion shaft sleeve.
Through adopting above-mentioned technical scheme, utilize spacing bolt to slide in linear motion bearing, can reduce the friction between spacing bolt and the support column, and then be favorable to the support column to slide on supporting the ball.
In summary, the present application includes at least one of the following beneficial technical effects:
by arranging the anti-seismic mechanism, when an earthquake occurs, the anti-seismic piers vibrate together with the dam body, at the moment, because the support columns are in flexible connection with the anti-seismic piers, the support columns and the anti-seismic piers can be prevented from moving together by the support balls, and the anti-seismic effect is achieved by buffering the mutual movement between the anti-seismic piers and the support columns by the springs I, the force generated by the vibration of the dam body is prevented from directly acting on the control room, the anti-seismic effect of the water gate control room is improved, and the ecological environment of downstream residents is guaranteed;
when longitudinal seismic waves arrive, the second spring can be used for buffering the supporting column to move up and down, and the limiting piece can ensure that the second spring always acts on the limiting bolt, so that the anti-seismic effect is further improved;
through setting up the installing frame, can twist out fastening bolt earlier, twist out spacing bolt again, can dismantle the installing frame, and then can change spring two to guarantee that anti-seismic mechanism can play the antidetonation effect all the time.
Drawings
FIG. 1 is a schematic diagram of the overall structure of a dam and a control room according to an embodiment of the present invention.
Fig. 2 is a schematic sectional view of the seismic pier of fig. 1, mainly illustrating the construction of the seismic mechanism.
Description of reference numerals: 1. a dam body; 2. a control room; 21. a support pillar; 211. a linear motion shaft sleeve; 3. earthquake-resistant piers; 31. a groove; 32. a first waist-shaped hole; 311. a side groove; 4. an anti-seismic mechanism; 41. supporting the balls; 42. a first spring; 43. a limit bolt; 44. a second spring; 45. a limiting sheet; 451. a sliding ball; 46. installing a frame; 461. a second waist-shaped hole; 47. and fastening the bolt.
Detailed Description
The present application is described in further detail below with reference to figures 1-2.
The embodiment of the application discloses structure is built with antidetonation room to hydraulic engineering. Referring to fig. 1, the structure is built in antidetonation room includes control room 2 and antidetonation mound 3, and control room 2 is built on the top surface of dam body 1, and control room 2 is built by light steel and is formed, and 2 middle and upper corners department is provided with the support column 21 of building the light steel structure, and support column 21 perpendicular to dam body 1's top surface, 3 rigid couplings of antidetonation mound are on dam body 1's top surface, and the bottom of support column 21 is arranged in antidetonation mound 3.
Referring to fig. 2, the anti-seismic pier 3 is in a square shape, the top surface of the anti-seismic pier 3 is provided with a groove 31, the cross section of the groove 31 is square, four side walls of the groove 31 are provided with side grooves 311, the distance between the bottom surfaces of two adjacent side grooves 311 and the bottom surface of the groove 31 is inconsistent, and the heights of the bottom surfaces of two parallel side grooves 311 are consistent; all seted up waist shape hole one 32 on four lateral walls of antidetonation mound 3, the length direction in waist shape hole one 32 is unanimous with the length direction of support column 21, and waist shape hole one 32 communicates with limit groove 311, and waist shape hole one 32 is close to the bottom surface of limit groove 311, and every waist shape hole one 32 central point is unanimous with the interval between the bottom surface of limit groove 311 for.
Referring to fig. 2, an anti-seismic mechanism 4 is arranged between the supporting column 21 and the anti-seismic pier 3, and the anti-seismic mechanism 4 comprises a supporting ball 41, a first spring 42, a limiting bolt 43, a second spring 44, a limiting sheet 45, a mounting frame 46 and a fastening bolt 47. The supporting ball 41 is embedded in the bottom surface of the groove 31 and is abutted against the bottom surface of the supporting column 21; the number of the mounting frames 46 is four, the four mounting frames 46 are respectively located in the four side grooves 311, the mounting frames 46 are abutted to the bottom surfaces of the side grooves 311, the mounting frames 46 are in a hollow square shape, two parallel side walls of the mounting frames 46 are respectively provided with a second waist-shaped hole 461, the second waist-shaped holes 461 are communicated with the first waist-shaped holes 32, and the length directions of the second waist-shaped holes 461 and the first waist-shaped holes are consistent; two limiting bolts 43 penetrate through the anti-seismic pier 3, the two limiting bolts 43 are perpendicular to each other, the limiting bolts 43 penetrate through the first kidney-shaped hole 32 and the second kidney-shaped hole 461 and penetrate through the support column 21, a linear motion bearing is embedded in the support column 21, and the limiting bolts 43 are matched with the linear motion bearing; two first springs 42 are sleeved on each limiting bolt 43, the two first springs 42 are respectively located on two sides of the supporting column 21, and the first springs 42 abut against between the side wall of the supporting column 21 and the side wall of the mounting frame 46.
Referring to fig. 2, two limiting pieces 45 are arranged in each mounting frame 46, the cross section of each limiting piece 45 is arc-shaped, the two limiting pieces 45 are respectively positioned at the upper side and the lower side of each limiting bolt 43, the limiting pieces 45 are abutted against the side wall of each limiting bolt 43, sliding balls 451 are embedded on the side wall of each limiting piece 45 close to one side of each limiting bolt 43, the end part of each limiting bolt 43 is conical, the conical end of each limiting bolt 43 is favorable for penetrating through the two limiting pieces 45, and the sliding balls 451 can reduce friction between the limiting bolts 43 and the limiting pieces 45; a second spring 44 is fixedly connected between each limiting sheet 45 and the inner wall of the mounting frame 46; the fastening bolt 47 passes through the mounting frame 46 and is fixedly connected with the bottom surface of the side groove 311, the mounting frame 46 is fixedly connected with the side groove 311, and the fastening bolt 47 simultaneously passes through the second spring 44, the limiting sheet 45 and the limiting bolt 43.
The embodiment of the application provides a hydraulic engineering constructs implementation principle of structure with antidetonation room and does: when the anti-seismic mechanism 4 is installed, the installation frame 46 and the second spring 44 and the limiting piece 45 in the installation frame 46 are firstly placed in the side groove 311, then the bottom of the supporting column 21 is abutted against the supporting ball 41, the first spring 42 is placed between the supporting column 21 and the installation frame 46, then the limiting bolt 43 penetrates through the limiting piece 45 in the installation frame 46 and the linear motion shaft sleeve 211 in the supporting column 21, the limiting bolt 43 is fixed in the anti-seismic pier 3, and finally the fastening bolt 47 penetrates through the installation frame 46, the second spring 44, the limiting piece 45 and the limiting bolt 43, and the fastening bolt 47 is fixed on the bottom surface of the side groove 311.
When an earthquake occurs and transverse waves are transmitted, the anti-seismic pier 3 vibrates along with the dam body 1, at the moment, because the support column 21 is in flexible connection with the anti-seismic pier 3, the support column 21 and the anti-seismic pier 3 can not move together by using the support ball 41, and the mutual movement between the anti-seismic pier 3 and the support column 21 can be buffered by using the first spring 42, so that an anti-seismic effect is achieved; when longitudinal waves are transmitted, the second spring 44 can be used for buffering the vertical movement of the supporting column 21, and the limiting piece 45 can ensure that the second spring 44 acts on the limiting bolt 43 all the time, so that the anti-seismic effect is improved, the effect that the force generated by the vibration of the dam body 1 can be prevented from directly acting on the control room 2 is realized, the anti-seismic effect of the sluice control room 2 is improved, and the ecological environment of downstream residents is favorably ensured.
The above embodiments are preferred embodiments of the present application, and the protection scope of the present application is not limited by the above embodiments, so: all equivalent changes made according to the structure, shape and principle of the present application shall be covered by the protection scope of the present application.
Claims (8)
1. The utility model provides a structure is built with antidetonation room to hydraulic engineering, includes control room (2) of construction in dam body (1) top surface, its characterized in that: control room (2) are set up by light steel and are formed, just control room (2) are including the perpendicular to support column (21) of dam body (1) top surface, dam body (1) top surface rigid coupling has antidetonation mound (3), the bottom of support column (21) is located in antidetonation mound (3), antidetonation mound (3) with be provided with antidetonation mechanism (4) between support column (21).
2. The anti-seismic building structure for the hydraulic engineering according to claim 1, wherein: a groove (31) is formed in the top surface of the anti-seismic pier (3), and the bottom of the support column (21) is located in the groove (31); antidetonation mechanism (4) are including inlaying and locating support ball (41), butt on recess (31) bottom surface in support column (21) lateral wall and recess (31) between the lateral wall spring one (42), wear to locate in antidetonation mound (3) and rigid coupling in spacing bolt (43) on the antidetonation mound (3), spring one (42) cover is located on spacing bolt (43), spacing bolt (43) pass support column (21), the bottom surface of support column (21) with support ball (41) are contradicted.
3. The anti-seismic building structure for the hydraulic engineering according to claim 2, wherein: side walls of two parallel sides of the anti-seismic pier (3) are provided with a first waist-shaped hole (32), the length direction of the first waist-shaped hole (32) is consistent with that of the support column (21), and the limiting bolt (43) penetrates through the first waist-shaped hole (32); antidetonation mechanism (4) still include spring two (44) and spacing piece (45), spacing bolt (43) both sides all are provided with spring two (44), the axis direction of spring two (44) with the length direction in waist shape hole (32) is unanimous, spacing piece (45) rigid coupling in spring two (44) are close to the one end of spacing bolt (43), just spacing piece (45) with the lateral wall of spacing bolt (43) is inconsistent.
4. The anti-seismic building structure for the hydraulic engineering according to claim 3, wherein: all seted up limit groove (311) on the lateral wall of the both sides that are parallel to each other in recess (31), antidetonation mechanism (4) still include installing frame (46) and fastening bolt (47), both sides all be provided with in limit groove (311) installing frame (46), waist shape hole two (461) have all been seted up on the lateral wall of the both sides that are parallel to each other in installing frame (46), stop bolt (43) pass waist shape hole two (461), keep away from spring two (44) the one end of spacing piece (45) contradict in on the inner wall of installing frame (46), fastening bolt (47) pass installing frame (46) with the lateral wall of limit groove (311) is connected, fastening bolt (47) pass spring two (44).
5. The anti-seismic building structure for the hydraulic engineering according to claim 4, wherein: the end part of the limiting bolt (43) is in a conical shape.
6. The anti-seismic building structure for the hydraulic engineering according to claim 3, wherein: and sliding balls (451) are embedded in the side wall of the limiting sheet (45) which is abutted to the limiting bolt (43).
7. The anti-seismic building structure for the hydraulic engineering according to claim 2, wherein: two limiting bolts (43) in the anti-seismic pier (3) are arranged, and the two limiting bolts (43) are perpendicular to each other and are staggered with each other.
8. The anti-seismic building structure for the hydraulic engineering according to claim 2, wherein: the support column (21) is embedded with a linear motion shaft sleeve (211), and the limiting bolt (43) penetrates through the linear motion shaft sleeve (211).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202022752695.2U CN213773928U (en) | 2020-11-23 | 2020-11-23 | Structure is built with antidetonation room to hydraulic engineering |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202022752695.2U CN213773928U (en) | 2020-11-23 | 2020-11-23 | Structure is built with antidetonation room to hydraulic engineering |
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| Publication Number | Publication Date |
|---|---|
| CN213773928U true CN213773928U (en) | 2021-07-23 |
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202022752695.2U Active CN213773928U (en) | 2020-11-23 | 2020-11-23 | Structure is built with antidetonation room to hydraulic engineering |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN213773928U (en) |
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- 2020-11-23 CN CN202022752695.2U patent/CN213773928U/en active Active
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Effective date of registration: 20240301 Address after: 830000, Commercial Room 7, 9th Floor, Hexing Headquarters Office Building, No. 898 Weitai South Road, Urumqi Economic and Technological Development Zone (Toutunhe District), Urumqi, Xinjiang Uygur Autonomous Region, China Patentee after: Xinjiang Huajian Tongcheng Engineering Construction Co.,Ltd. Country or region after: China Address before: Room 901, 9 / F, building B, Xiangfeng Creative Park, intersection of Xiangzhang Avenue and Hongfeng Road, high tech Zone, Hefei City, Anhui Province 230000 Patentee before: Anhui Century Foundation Construction Engineering Co.,Ltd. Country or region before: China |