CN204298845U - A kind of centrifuge ground based on existing terrace and spiral protecting wall - Google Patents

A kind of centrifuge ground based on existing terrace and spiral protecting wall Download PDF

Info

Publication number
CN204298845U
CN204298845U CN201420773800.2U CN201420773800U CN204298845U CN 204298845 U CN204298845 U CN 204298845U CN 201420773800 U CN201420773800 U CN 201420773800U CN 204298845 U CN204298845 U CN 204298845U
Authority
CN
China
Prior art keywords
centrifuge
wall
existing
reinforced concrete
security protection
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Expired - Fee Related
Application number
CN201420773800.2U
Other languages
Chinese (zh)
Inventor
张冰
陈立伟
陈永祥
赵帅帅
冯伟
闫旭东
徐海博
杨博
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Beijing Institute of Structure and Environment Engineering
Tianjin Aerospace Ruilai Technology Co Ltd
Beijing Aerostandard Technology Co Ltd
Original Assignee
Beijing Institute of Structure and Environment Engineering
Tianjin Aerospace Ruilai Technology Co Ltd
Beijing Aerostandard Technology Co Ltd
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by Beijing Institute of Structure and Environment Engineering, Tianjin Aerospace Ruilai Technology Co Ltd, Beijing Aerostandard Technology Co Ltd filed Critical Beijing Institute of Structure and Environment Engineering
Priority to CN201420773800.2U priority Critical patent/CN204298845U/en
Application granted granted Critical
Publication of CN204298845U publication Critical patent/CN204298845U/en
Expired - Fee Related legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Landscapes

  • Foundations (AREA)

Abstract

The utility model relates to centrifuge mounting foundation and security protection wall design field, be specifically related to a kind of centrifuge ground based on existing terrace and spiral protecting wall, object solves low, the great in constructing amount and problem that construction cost is high of existing centrifuge mounting foundation intensity.It is characterized in that, it comprises reinforced concrete base, vibration isolation groove, isolation brick wall, centrifuge mounting groove and security protection wall; Reinforced concrete base is cast on existing ground; Vibration isolation groove is arranged on existing ground, is positioned at security protection wall peripheral; Isolated brick wall is arranged on existing ground, reinforced concrete base and security protection wall front end; Centrifuge mounting groove is arranged on reinforced concrete base, is positioned at security protection portion within the walls; Security protection wall is arranged on reinforced concrete base.The utility model is applied to mounting foundation and the protecting wall of 100kg centrifuge in certain laboratory, and protection effect is good.Make project cost reduce 35% in practice of construction process, the construction period shortened to 12 days by two months.

Description

A kind of centrifuge ground based on existing terrace and spiral protecting wall
Technical field
The utility model relates to centrifuge mounting foundation and security protection wall design field, is specifically related to a kind of centrifuge ground based on existing terrace and spiral protecting wall.
Background technology
Centrifuge is as the equipment realizing fixed acceleration test the most generally adopted in laboratory, in the course of the work, due to load weight, acceleration is large, and pivoted arm deadweight is also larger, so consequent acceleration test power is quite huge, according to Newton's third law, centrifuge pedestal equally also will be subject to so huge reaction force, this power is delivered to again in mounting foundation by stone bolt, if there is no the ground of sufficient intensity and hardness, long-term stable operation for centrifuge all can bring very large impact, therefore, mounting foundation for centrifuge has certain engine request.Meanwhile, centrifuge is in rotary course, and the tangential velocity of pivoted arm edge reaches tens metre per second (m/s)s, and therefore safety problem is also very important.Therefore during centrifuge installation, common way is arranged on by centrifuge in special test melt pit.
Ground is sunken under the special test melt pit of centrifuge is usual, require to be generally to lay the thick 4:6 sand-gravel cushion of 300mm on the basis of rammed earth, build the C20 concrete that one deck 100mm is thick above, and then build the thick C20 steel concrete of 500mm, melt pit surrounding adopts the thick C20 steel concrete of 250mm as security protection.Build this test melt pit meeting centrifuge installation requirement and security protection requirement usually great in constructing amount, long construction period, cost are also large.Especially the existing terrace in some laboratory has partly been met to the situation of centrifuge mounting foundation requirement, building test melt pit will the existing terrace of large-scale damage, not only cause the waste of resource and the repetition of construction, and difficulty of construction, increase construction period, increase construction cost can be strengthened.
Utility model content
The purpose of this utility model solves complicated, the great in constructing amount and problem that construction cost is high of existing centrifuge mounting foundation construction sequence, provide one and can at utmost utilize existing ground thus cost-saving, the centrifuge ground based on existing terrace of security protection and spiral protecting wall can be realized simultaneously.
The utility model is achieved in that
Based on centrifuge ground and the spiral protecting wall of existing terrace, comprise reinforced concrete base, vibration isolation groove, isolation brick wall, centrifuge mounting groove and security protection wall; Reinforced concrete base is cast on existing ground; Vibration isolation groove is arranged on existing ground, is positioned at security protection wall peripheral; Isolated brick wall is arranged on existing ground, reinforced concrete base and security protection wall front end; Centrifuge mounting groove is arranged on reinforced concrete base, is positioned at security protection portion within the walls; Security protection wall is arranged on reinforced concrete base.
Reinforced concrete base entirety as above is rectangle tabular; The lower surface of reinforced concrete base is concordant with the upper surface of existing ground, and four, outside end face is built to pile through existing ground and existing sand-gravel cushion.
Reinforced concrete base as above adopts C30 steel concrete to make, and thickness is 300mm.
Vibration isolation groove entirety as above is rectangle ring-type, and thickness is 300mm, and width is 10mm.
Isolation brick wall entirety as above is rectangle, is highly 2400mm.
Centrifuge mounting groove as above is arranged on the upper surface of reinforced concrete base.
Security protection wall entirety as above is spirality, is combined by 3/4ths circles and 1/4th ellipses; Wherein, circular radius is equal with the length of oval minor axis; Security protection wall is arranged on the upper surface of reinforced concrete base.
Security protection wall as above adopts C30 steel concrete to make, and is highly 2400mm.
The beneficial effects of the utility model are:
The utility model comprises reinforced concrete base, vibration isolation groove, isolation brick wall, centrifuge mounting groove and security protection wall.The utility model is applied to mounting foundation and the protecting wall of 100kg centrifuge in certain laboratory, and intensity is high, protection effect good.The utility model, compared with traditional design scheme, makes project cost reduce 35% in practice of construction process, and the construction period also shortened to 12 days by two months.
Accompanying drawing explanation
Fig. 1 is of the present utility model a kind of based on the centrifuge ground of existing terrace and the top view of spiral protecting wall;
Fig. 2 is of the present utility model a kind of based on the centrifuge ground of existing terrace and the A-A sectional view of spiral protecting wall;
Fig. 3 is of the present utility model a kind of based on the centrifuge ground of existing terrace and the B-B sectional view of spiral protecting wall.
Wherein: 1. existing ground, 2. existing sand-gravel cushion, 3. reinforced concrete base, 4. vibration isolation groove, 5. isolate brick wall, 6. centrifuge mounting groove, 7. test bay, between 8. controlling, 9. security protection wall.
Detailed description of the invention
Below in conjunction with drawings and Examples, the utility model is described further.
As shown in Figure 1, a kind of centrifuge ground based on existing terrace and spiral protecting wall, comprise reinforced concrete base 3, vibration isolation groove 4, isolation brick wall 5, centrifuge mounting groove 6 and security protection wall 9.Reinforced concrete base 3 is cast on existing ground 1.Vibration isolation groove 4 is arranged on existing ground 1, is positioned at security protection wall 9 peripheral.Isolation brick wall 5 is arranged on existing ground 1, reinforced concrete base 3 and security protection wall 9 front end.Centrifuge mounting groove 6 is arranged on reinforced concrete base 3, is positioned at security protection wall 9 inner.Security protection wall 9 is arranged on reinforced concrete base 3.
As shown in Figures 2 and 3, reinforced concrete base 3 entirety is rectangle tabular.The lower surface of reinforced concrete base 3 is concordant with the upper surface of existing ground 1, and four, outside end face is built to pile through existing ground 1 and existing sand-gravel cushion 2.Reinforced concrete base 3 adopts C30 steel concrete to make, and thickness is 300mm.Reinforced concrete base 3, for transmitting the test force produced in the centrifuge course of work, is passed to sand-gravel cushion 2 and following ground; Fixing also for centrifuge and security protection wall 9 of reinforced concrete base 3.
Vibration isolation groove 4 entirety is rectangle ring-type, and thickness is 300mm, and width is 10mm.Vibration vibration isolation groove 4 is for installing imbalance or rotating the uneven test caused during by centrifuge and external environment condition are isolated, and avoid outside environmental effects.
Isolation brick wall 5 entirety is rectangle, is highly 2400mm.Isolation brick wall 5, for 8 carrying out physical isolation by test bay 7 and between controlling, ensures the safety of the personnel in the centrifuge course of work.
Centrifuge mounting groove 6 is arranged on the upper surface of reinforced concrete base 3.Centrifuge mounting groove 6 is for fixing centrifuge.
Security protection wall 9 entirety is spirality, is combined by 3/4ths circles and 1/4th ellipses.Wherein, circular radius is equal with the length of oval minor axis.Security protection wall 9 is arranged on the upper surface of reinforced concrete base 3.Security protection wall 9 adopts C30 steel concrete to make, and is highly 2400mm.Security protection wall 9 is for carrying out security protection, and the cast produced when preventing centrifuge from working throws away to surrounding environment.
The utility model comprises reinforced concrete base 3, vibration isolation groove 4, isolation brick wall 5, centrifuge mounting groove 6 and security protection wall 9.The utility model is applied to mounting foundation and the protecting wall of 100kg centrifuge in certain laboratory, and intensity is high, protection effect good.The utility model, compared with traditional design scheme, makes project cost reduce 35% in practice of construction process, and the construction period also shortened to 12 days by two months.

Claims (8)

1. based on centrifuge ground and the spiral protecting wall of existing terrace, it is characterized in that: it comprises reinforced concrete base (3), vibration isolation groove (4), isolation brick wall (5), centrifuge mounting groove (6) and security protection wall (9); Reinforced concrete base (3) is cast on existing ground (1); Vibration isolation groove (4) is arranged on existing ground (1), is positioned at security protection wall (9) peripheral; Isolation brick wall (5) is arranged in (1) on existing ground, reinforced concrete base (3) and security protection wall (9) front end; Centrifuge mounting groove (6) is arranged on reinforced concrete base (3), is positioned at security protection wall (9) inner; Security protection wall (9) is arranged on reinforced concrete base (3).
2. the centrifuge ground based on existing terrace according to claim 1 and spiral protecting wall, is characterized in that: described reinforced concrete base (3) entirety is rectangle tabular; The lower surface of reinforced concrete base (3) is concordant with the upper surface of existing ground (1), and four, outside end face is built to pile through existing ground (1) and existing sand-gravel cushion (2).
3. the centrifuge ground based on existing terrace according to claim 2 and spiral protecting wall, is characterized in that: described reinforced concrete base (3) adopts C30 steel concrete to make, and thickness is 300mm.
4. the centrifuge ground based on existing terrace according to claim 1 and spiral protecting wall, is characterized in that: described vibration isolation groove (4) entirety is rectangle ring-type, and thickness is 300mm, and width is 10mm.
5. the centrifuge ground based on existing terrace according to claim 1 and spiral protecting wall, is characterized in that: described isolation brick wall (5) entirety is rectangle, is highly 2400mm.
6. the centrifuge ground based on existing terrace according to claim 1 and spiral protecting wall, is characterized in that: described centrifuge mounting groove (6) is arranged on the upper surface of reinforced concrete base (3).
7. the centrifuge ground based on existing terrace according to claim 1 and spiral protecting wall, is characterized in that: described security protection wall (9) entirety is spirality, is combined by 3/4ths circles and 1/4th ellipses; Wherein, circular radius is equal with the length of oval minor axis; Security protection wall (9) is arranged on the upper surface of reinforced concrete base (3).
8. the centrifuge ground based on existing terrace according to claim 7 and spiral protecting wall, is characterized in that: described security protection wall (9) adopts C30 steel concrete to make, and is highly 2400mm.
CN201420773800.2U 2014-12-10 2014-12-10 A kind of centrifuge ground based on existing terrace and spiral protecting wall Expired - Fee Related CN204298845U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201420773800.2U CN204298845U (en) 2014-12-10 2014-12-10 A kind of centrifuge ground based on existing terrace and spiral protecting wall

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201420773800.2U CN204298845U (en) 2014-12-10 2014-12-10 A kind of centrifuge ground based on existing terrace and spiral protecting wall

Publications (1)

Publication Number Publication Date
CN204298845U true CN204298845U (en) 2015-04-29

Family

ID=53104394

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201420773800.2U Expired - Fee Related CN204298845U (en) 2014-12-10 2014-12-10 A kind of centrifuge ground based on existing terrace and spiral protecting wall

Country Status (1)

Country Link
CN (1) CN204298845U (en)

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN110805057A (en) * 2019-10-08 2020-02-18 中国电建集团华东勘测设计研究院有限公司 Large-scale ultra-high-speed centrifuge foundation suitable for soft foundation and implementation method
CN113463681A (en) * 2021-08-04 2021-10-01 中国电建集团华东勘测设计研究院有限公司 Large-scale supergravity centrifuge foundation suitable for deep soft foundation and implementation method thereof
CN114438989A (en) * 2020-11-02 2022-05-06 中国电建集团华东勘测设计研究院有限公司 Foundation treatment method for improving self-vibration frequency of foundation of large-scale ultrahigh-speed centrifugal machine

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN110805057A (en) * 2019-10-08 2020-02-18 中国电建集团华东勘测设计研究院有限公司 Large-scale ultra-high-speed centrifuge foundation suitable for soft foundation and implementation method
CN114438989A (en) * 2020-11-02 2022-05-06 中国电建集团华东勘测设计研究院有限公司 Foundation treatment method for improving self-vibration frequency of foundation of large-scale ultrahigh-speed centrifugal machine
CN113463681A (en) * 2021-08-04 2021-10-01 中国电建集团华东勘测设计研究院有限公司 Large-scale supergravity centrifuge foundation suitable for deep soft foundation and implementation method thereof

Similar Documents

Publication Publication Date Title
CN204298845U (en) A kind of centrifuge ground based on existing terrace and spiral protecting wall
CN102383433A (en) Design method for large deep foundation pit of super high-rise building
CN203547753U (en) Profile steel concrete shaft wall base
CN203716046U (en) Steel trestle for earthwork transportation of foundation pit
CN202577313U (en) Supporting combined system for deep foundation pit
CN202969971U (en) Elevator shaft protection device
CN101545267B (en) Method for closed construction of large-area factory building equipment foundations
CN103225307A (en) Construction method for dynamic steel supporting system of deep foundation pit
CN201857619U (en) Protective pile foundation
CN204266216U (en) Bamboo beam anchoring and supporting structure of side slope
CN204418654U (en) For the aluminum alloy pattern plate between body of wall
CN204435200U (en) High ferro prefabricated case beam end-blocking rubber sleeve
CN204226126U (en) The improved-type blower foundation ring of a kind of variation rigidity anchoring
CN203049588U (en) Pit-in-pit cylindrical mould
CN205986066U (en) Climbing type cable ditch
CN204080863U (en) Inspection shaft construction protection cylinder
CN102071692A (en) Construction method for performing bottom plate support replacement on foundation pit by using annular plate
CN201972711U (en) Device for controlling deformation of near metro tunnel caused by super-deep foundation pit evacuation in soft soil areas
CN201554033U (en) Tower crane foundation for deep foundation ditch
CN105804087A (en) Installation method for steel structure below large deep foundation pit supporting beam
CN201169781Y (en) Cap digging pit structure
CN202577343U (en) External reinforcement retaining supporting structure
CN204081638U (en) Industrialization enclosure wall
CN204059396U (en) Fixed infrastructure bottom tower crane
CN205936609U (en) Tunnel shaft mouth safety protection dish

Legal Events

Date Code Title Description
C14 Grant of patent or utility model
GR01 Patent grant
CF01 Termination of patent right due to non-payment of annual fee
CF01 Termination of patent right due to non-payment of annual fee

Granted publication date: 20150429