CN106120834A - A kind of buffer-type antidetonation civil engineering groundwork structure of sensing control - Google Patents
A kind of buffer-type antidetonation civil engineering groundwork structure of sensing control Download PDFInfo
- Publication number
- CN106120834A CN106120834A CN201610485055.5A CN201610485055A CN106120834A CN 106120834 A CN106120834 A CN 106120834A CN 201610485055 A CN201610485055 A CN 201610485055A CN 106120834 A CN106120834 A CN 106120834A
- Authority
- CN
- China
- Prior art keywords
- dashpot
- buffer
- pedestal
- bracing frame
- civil engineering
- 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.)
- Pending
Links
Classifications
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D27/00—Foundations as substructures
- E02D27/32—Foundations for special purposes
- E02D27/34—Foundations for sinking or earthquake territories
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D2600/00—Miscellaneous
- E02D2600/10—Miscellaneous comprising sensor means
Landscapes
- Engineering & Computer Science (AREA)
- Structural Engineering (AREA)
- Environmental & Geological Engineering (AREA)
- Life Sciences & Earth Sciences (AREA)
- General Life Sciences & Earth Sciences (AREA)
- Mining & Mineral Resources (AREA)
- Paleontology (AREA)
- Civil Engineering (AREA)
- General Engineering & Computer Science (AREA)
- Buildings Adapted To Withstand Abnormal External Influences (AREA)
Abstract
The present invention relates to the buffer-type antidetonation civil engineering groundwork structure of a kind of sensing control, including pedestal, pile group, mounting seat, bracing frame and crossbeam, mounting groove it is provided with on pedestal, mounting seat is fixedly disposed on mounting groove, and is provided with the first pressure inductor between the bottom surface of mounting seat and pedestal;Pile group includes king pile and some auxiliary piles;It is provided with dashpot in mounting seat, in dashpot, is provided with padded coaming, hydraulic cylinder;Bracing frame lower end is circumferentially provided with some position sensors, and the upper end of bracing frame is to be connected with each other with described crossbeam.The buffer-type antidetonation civil engineering groundwork structure of a kind of sensing control of the present invention, it is rational in infrastructure, have simple in construction, easy to use, quantities is little, anti seismic efficiency good, intelligence degree advantages of higher in earthwork process, effectively solves the problem that base anti seismic efficiency is poor traditionally.
Description
Technical field
The present invention relates to civil engineering plant field, especially relate to the buffer-type antidetonation civil engineering of a kind of sensing control
Foundation structure.
Background technology
Traditional many employings of building lot shape are gone to the bottom more greatly the foundation of area, improve the load force of ground with this,
And the impact of the seismic wave energy that the bottom surface of foundation directly subjects curstal fault or displacement causes during earthquake, floor space is more
Greatly, the probability of the dynamics being directly hit and fracture, displacement is the biggest, is connected owing to ground and landing load are directly fixing,
Ground is hit directly to earth's surface building conduction, thus uses poor compared with the foundation antidetonation effect of area of going to the bottom greatly;Mesh
Front relatively advanced technology is will to be connected by Flexible Connector between landmark with ground, plays certain when earthquake occurs
Cushioning effect, but this connection mode can only driven bearing by earthquake shock, intelligence degree is low, and once Flexible Connector is excessive
Deformation will lose the effect of shock absorbing, be mutually displaced even more so that expendable between ground and earth's surface building;
The earthwork process identical, use similarly in the case of capital construction material, in order to improve the antidetonation energy of building foundation
Power, also uses the foundation of area of going to the bottom more greatly, and quantities is huge, especially in the multiple area of earthquake, carries its foundation
Go out higher shockproof requirements, it is therefore necessary to invent the ground that a kind of construction work amount is little, intelligence degree is high, anti seismic efficiency is good
Based structures.
Summary of the invention
The technical problem to be solved in the present invention is: in order to overcome above-mentioned present in problem, it is provided that a kind of sensing control
Buffer-type antidetonation civil engineering groundwork structure, it is rational in infrastructure, has simple in construction, easy to use, the earthwork processes quantities
Little, anti seismic efficiency good, intelligence degree advantages of higher, effectively solves the problem that base anti seismic efficiency is poor traditionally.
The technical solution adopted for the present invention to solve the technical problems is: the buffer-type antidetonation building work of a kind of sensing control
Journey foundation structure, including having the pedestal of frustum cone structure, being fixedly installed on the pile group of base bottom, be arranged on the peace above pedestal
Dress seat, the bracing frame of T-shaped structure and the crossbeam for building wall, described pedestal is provided with mounting groove, mounting seat
It is fixedly disposed on mounting groove, and is provided with between the bottom surface of mounting seat and pedestal for monitoring ground each point stressing conditions
First pressure inductor;
Described pile group include the king pile being arranged on pedestal axis and be circumferentially provided on around king pile some auxiliary
Help stake;It is provided with the step structure for increasing king pile lifting surface area on described king pile, and the length of king pile is more than auxiliary
Stake;
It is provided with dashpot in described mounting seat, in dashpot, is provided with the padded coaming for buffering compressional wave, and
Dashpot inner circumferential is provided with some hydraulic cylinders for buffering shear wave;The lower end of described bracing frame is to stretch into dashpot with slow
Rushing material mutually to abut, and be circumferentially provided with some position sensors in bracing frame lower end, the upper end of bracing frame is with described
Crossbeam is connected with each other;
One end of described hydraulic cylinder is that the lower end with bracing frame is mutually permanently connected, and the other end of hydraulic cylinder is and dashpot
Inwall mutually abut, be provided with the second pressure sensing for monitoring secondary wave direction between hydraulic cylinder and dashpot inwall
Device, and hydraulic cylinder is to be connected with each other with the hydraulic pump being arranged in mounting seat.
As preferred scheme, the end face that described bracing frame is connected with crossbeam is provided with link slot.
As preferred scheme, described padded coaming is that rubber is made.
As preferred scheme, described pedestal and pile group are the integral structures that concreting is made.
As preferred scheme, described dashpot side wall surface and padded coaming are matched in clearance.
As preferred scheme, described dashpot and bracing frame are matched in clearance.
As preferred scheme, described the first pressure inductor, the second pressure transducer, position sensor, hydraulic pump
It is to be electrically connected to each other with the controller being arranged on pedestal respectively.
The invention has the beneficial effects as follows: the buffer-type antidetonation civil engineering groundwork structure of a kind of sensing control, including pedestal,
Pile group, mounting seat, bracing frame and crossbeam, pile group ensure that the steadiness of ground well, and need not the large-area earthwork
Process;Elastomeric cushion material and the hydraulic cylinder medium as buffering earthquake shock, horizontal plane is passed through between mounting seat and gripper shoe
Being separately provided for detecting the pressure transducer in earthquake shock direction with vertical direction, controller is according to punching when an earthquake occurs
The direction hitting ripple is controlled hydraulic pump adjustment cylinder pressure to adapt to the change of impact by controller, it is to avoid buffer medium deformation
Anti seismic efficiency is strengthened, by the cooperation between position sensor, hydraulic cylinder, controller, hydraulic pump by ground after earthquake while degree
Relative displacement between table building and ground recovers, and intelligence degree is high;It is rational in infrastructure, have simple in construction, easy to use,
Quantities is little, anti seismic efficiency good, intelligence degree advantages of higher in earthwork process, effectively solves base anti seismic efficiency traditionally poor
Problem.
Accompanying drawing explanation
The present invention is further described with embodiment below in conjunction with the accompanying drawings.
Fig. 1 is the overall structure signal of the buffer-type antidetonation civil engineering groundwork structure of a kind of sensing control of the present invention
Figure;
Fig. 2 is mounting seat and the support of the buffer-type antidetonation civil engineering groundwork structure of a kind of sensing control of the present invention
Frame connecting structure schematic diagram.
Accompanying drawing acceptance of the bid note is described below: 1, pedestal, and 11, mounting groove, the 12, first pressure inductor, 2, pile group, 21, king pile,
22, auxiliary pile, 3, mounting seat, 31, dashpot, 32, hydraulic cylinder, the 321, second pressure transducer, 33, hydraulic pump, 34, position passes
Sensor, 4, padded coaming, 5, bracing frame, 51, link slot, 6, crossbeam, 7, controller.
Detailed description of the invention
In conjunction with the accompanying drawings, the present invention is further detailed explanation.These accompanying drawings are the schematic diagram of simplification, only with
The basic structure of the illustration explanation present invention, therefore it only shows the composition relevant with the present invention.
The buffer-type antidetonation civil engineering groundwork structure of a kind of sensing control as shown in Figure 1, 2, including having round platform knot
The pedestal 1 of structure, it is fixedly installed on the pile group 2 bottom pedestal 1, is arranged on the mounting seat 3 above pedestal 1, the support of T-shaped structure
Frame 5 and the crossbeam 6 for building wall, described pedestal 1 is provided with mounting groove 11, and mounting seat 3 is fixedly disposed at peace
On tankage 11, and between the bottom surface of mounting seat 3 and pedestal 1, it is provided with the first feeling of stress for monitoring ground each point stressing conditions
Answer device 12;
Described pile group 2 includes the king pile 21 being arranged on pedestal 1 axis and is circumferentially provided on around king pile 21
Some auxiliary piles 22;The step structure for increasing king pile lifting surface area it is provided with on described king pile 21, and king pile 21
Length is more than auxiliary pile 22;
It is provided with dashpot 31 in described mounting seat 3, in dashpot 31, is provided with the padded coaming for buffering compressional wave
4, and dashpot 31 inner circumferential is provided with some hydraulic cylinders 32 for buffering shear wave;The lower end of described bracing frame 5 is to stretch
Enter dashpot 31 mutually to abut with padded coaming 4, and be circumferentially provided with some position sensors 34 in bracing frame 5 lower end, support
The upper end of frame 5 is to be connected with each other with described crossbeam 6;
One end of described hydraulic cylinder 32 is that the lower end with bracing frame 5 is mutually permanently connected, the other end of hydraulic cylinder 32 be with
The inwall of dashpot 31 mutually abuts, and is provided with for monitoring secondary wave direction between hydraulic cylinder 32 and dashpot 31 inwall
Second pressure transducer 321, and hydraulic cylinder 32 is to be connected with each other with the hydraulic pump 33 being arranged in mounting seat 3.
It is provided with link slot 51 on the end face that described bracing frame 5 is connected with crossbeam 6;Described padded coaming 4 is rubber
Make;Described pedestal 1 and pile group 2 are the integral structures that concreting is made;Described dashpot 31 side wall surface is with slow
Rushing material 4 is matched in clearance;Described dashpot 31 is matched in clearance with bracing frame 5;Described the first pressure inductor 12,
Two pressure transducers 321, position sensor 34, hydraulic pump 33 are mutually to be electrically connected with the controller 7 being arranged on pedestal 1 respectively
Connect.
The buffer-type antidetonation civil engineering groundwork structure of a kind of sensing control of the present invention, including pedestal, pile group, peace
Dress seat, bracing frame and crossbeam, pile group ensure that the steadiness of ground well, and need not large-area earthwork process;Peace
Elastomeric cushion material and the hydraulic cylinder medium as buffering earthquake shock, horizontal plane and vertically side is passed through between dress seat and gripper shoe
To being separately provided for detecting the pressure transducer in earthquake shock direction, controller is according to the side of shock wave when an earthquake occurs
Cylinder pressure is adjusted to adapt to the change of impact, it is to avoid while buffer medium deformation excessively to being controlled hydraulic pump by controller
Strengthen anti seismic efficiency, after earthquake by cooperation between position sensor, hydraulic cylinder, controller, hydraulic pump by earth's surface building with
Relative displacement between ground recovers, and intelligence degree is high;It is rational in infrastructure, has simple in construction, easy to use, earthwork process
Quantities is little, anti seismic efficiency good, intelligence degree advantages of higher, effectively solves the problem that base anti seismic efficiency is poor traditionally.
With the above-mentioned desirable embodiment according to the present invention for enlightenment, by above-mentioned description, relevant staff is complete
Entirely can carry out various change and amendment in the range of without departing from this invention technological thought.The technology of this invention
The content that property scope is not limited in description, it is necessary to determine its technical scope according to right.
Claims (7)
1. a buffer-type antidetonation civil engineering groundwork structure for sensing control, is characterized in that: include the base with frustum cone structure
Seat (1), it is fixedly installed on the pile group (2) of pedestal (1) bottom, is arranged on the mounting seat (3) of pedestal (1) top, T-shaped structure
Bracing frame (5) and the crossbeam (6) for building wall, described pedestal (1) is provided with mounting groove (11), mounting seat (3)
It is fixedly disposed on mounting groove (11), and is provided with for monitoring ground each point between the bottom surface of mounting seat (3) and pedestal (1)
First pressure inductor (12) of stressing conditions;
Described pile group (2) includes the king pile (21) being arranged on pedestal (1) axis and is circumferentially provided on king pile (21) week
The some auxiliary piles (22) enclosed;The step structure for increasing king pile lifting surface area it is provided with on described king pile (21), and
The length of king pile (21) is more than auxiliary pile (22);
It is provided with dashpot (31) in described mounting seat (3), in dashpot (31), is provided with the fender for buffering compressional wave
Material (4), and dashpot (31) inner circumferential is provided with some hydraulic cylinders (32) for buffering shear wave;Described bracing frame (5)
Lower end be to stretch into dashpot (31) mutually to abut with padded coaming (4), and be circumferentially provided with some positions in bracing frame (5) lower end
Putting sensor (34), the upper end of bracing frame (5) is to be connected with each other with described crossbeam (6);
One end of described hydraulic cylinder (32) is that the lower end with bracing frame (5) is mutually permanently connected, and the other end of hydraulic cylinder (32) is
Mutually abut with the inwall of dashpot (31), and be provided with for monitoring earthquake between hydraulic cylinder (32) and dashpot (31) inwall
Second pressure transducer (321) in shear wave direction, and hydraulic cylinder (32) is and hydraulic pump (33) phase being arranged in mounting seat (3)
Connect.
The buffer-type antidetonation civil engineering groundwork structure of a kind of sensing control the most according to claim 1, is characterized in that: institute
It is provided with link slot (51) on the end face that the bracing frame (5) stated is connected with crossbeam (6).
The buffer-type antidetonation civil engineering groundwork structure of a kind of sensing control the most according to claim 1, is characterized in that: institute
The padded coaming (4) stated is that rubber is made.
The buffer-type antidetonation civil engineering groundwork structure of a kind of sensing control the most according to claim 1, is characterized in that: institute
The pedestal (1) stated is the integral structure that concreting is made with pile group (2).
The buffer-type antidetonation civil engineering groundwork structure of a kind of sensing control the most according to claim 1, is characterized in that: institute
Dashpot (31) side wall surface stated and padded coaming (4) are matched in clearance.
The buffer-type antidetonation civil engineering groundwork structure of a kind of sensing control the most according to claim 1, is characterized in that: institute
The dashpot (31) stated and bracing frame (5) are matched in clearance.
The buffer-type antidetonation civil engineering groundwork structure of a kind of sensing control the most according to claim 1, is characterized in that: institute
The first pressure inductor (12) of stating, the second pressure transducer (321), position sensor (34), hydraulic pump (33) be respectively with
The controller (7) being arranged on pedestal (1) is electrically connected to each other.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201610485055.5A CN106120834A (en) | 2016-06-21 | 2016-06-21 | A kind of buffer-type antidetonation civil engineering groundwork structure of sensing control |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201610485055.5A CN106120834A (en) | 2016-06-21 | 2016-06-21 | A kind of buffer-type antidetonation civil engineering groundwork structure of sensing control |
Publications (1)
Publication Number | Publication Date |
---|---|
CN106120834A true CN106120834A (en) | 2016-11-16 |
Family
ID=57267297
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
CN201610485055.5A Pending CN106120834A (en) | 2016-06-21 | 2016-06-21 | A kind of buffer-type antidetonation civil engineering groundwork structure of sensing control |
Country Status (1)
Country | Link |
---|---|
CN (1) | CN106120834A (en) |
Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN107630473A (en) * | 2017-10-26 | 2018-01-26 | 日照职业技术学院 | A kind of civil engineering anti-seismic structure |
CN108166519A (en) * | 2017-12-13 | 2018-06-15 | 浙江海洋大学 | A kind of buffer-type antidetonation civil engineering groundwork structure of sensing control |
Citations (9)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPH11256873A (en) * | 1998-03-10 | 1999-09-21 | Yokohama Rubber Co Ltd:The | Displacement control device in base isolation device for general residence |
CN101364052A (en) * | 2008-10-08 | 2009-02-11 | 上海微电子装备有限公司 | Active vibration damping system and forecast control method thereof |
CN203741888U (en) * | 2014-02-04 | 2014-07-30 | 程钰翔 | Anti-seismic foundation |
CN204435376U (en) * | 2015-02-10 | 2015-07-01 | 济南轨道交通集团有限公司 | A kind of intelligent pile machine equipment |
CN204590055U (en) * | 2015-04-22 | 2015-08-26 | 扬州工业职业技术学院 | A kind of piling strtucture of reinforcing and shock absorption single pile |
CN105133600A (en) * | 2015-09-21 | 2015-12-09 | 周兆弟 | Compressive pile |
CN204919583U (en) * | 2015-08-22 | 2015-12-30 | 郭勇 | Cushion cap formula shock insulation pile foundation |
CN105625460A (en) * | 2016-03-11 | 2016-06-01 | 广州市建筑科学研究院有限公司 | Damping device used for connecting pile foundation and bearing platform and construction method of damping device |
CN105649100A (en) * | 2016-01-07 | 2016-06-08 | 浙江理工大学 | Seismic retrofit method for existing pile foundation buildings |
-
2016
- 2016-06-21 CN CN201610485055.5A patent/CN106120834A/en active Pending
Patent Citations (9)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPH11256873A (en) * | 1998-03-10 | 1999-09-21 | Yokohama Rubber Co Ltd:The | Displacement control device in base isolation device for general residence |
CN101364052A (en) * | 2008-10-08 | 2009-02-11 | 上海微电子装备有限公司 | Active vibration damping system and forecast control method thereof |
CN203741888U (en) * | 2014-02-04 | 2014-07-30 | 程钰翔 | Anti-seismic foundation |
CN204435376U (en) * | 2015-02-10 | 2015-07-01 | 济南轨道交通集团有限公司 | A kind of intelligent pile machine equipment |
CN204590055U (en) * | 2015-04-22 | 2015-08-26 | 扬州工业职业技术学院 | A kind of piling strtucture of reinforcing and shock absorption single pile |
CN204919583U (en) * | 2015-08-22 | 2015-12-30 | 郭勇 | Cushion cap formula shock insulation pile foundation |
CN105133600A (en) * | 2015-09-21 | 2015-12-09 | 周兆弟 | Compressive pile |
CN105649100A (en) * | 2016-01-07 | 2016-06-08 | 浙江理工大学 | Seismic retrofit method for existing pile foundation buildings |
CN105625460A (en) * | 2016-03-11 | 2016-06-01 | 广州市建筑科学研究院有限公司 | Damping device used for connecting pile foundation and bearing platform and construction method of damping device |
Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN107630473A (en) * | 2017-10-26 | 2018-01-26 | 日照职业技术学院 | A kind of civil engineering anti-seismic structure |
CN108166519A (en) * | 2017-12-13 | 2018-06-15 | 浙江海洋大学 | A kind of buffer-type antidetonation civil engineering groundwork structure of sensing control |
Similar Documents
Publication | Publication Date | Title |
---|---|---|
CN101775840B (en) | Beam column node suitable for quadrate steel pipe column | |
CN204919583U (en) | Cushion cap formula shock insulation pile foundation | |
CN103233526B (en) | A kind of enhancement Layer of adaptive damping | |
CN103822831B (en) | A kind of rigidity following loading framed structure | |
CN204551516U (en) | A kind of steam turbine generator spring vibration-isolated foundation | |
CN209145147U (en) | A kind of double limb Special-Shaped Columns of the lattice Concrete-Filled Square Steel Tube of replaceable component | |
CN102936931A (en) | Partitioning hole-arrangement energy-consumption steel sheet wall | |
CN102605785A (en) | Prestressing pile sealing device for statically pressed piles of anchor bars | |
CN106120834A (en) | A kind of buffer-type antidetonation civil engineering groundwork structure of sensing control | |
CN109235275A (en) | A kind of tooling suitable for the extra heavy 0# block bracket precompressed of high-block bridge degree continuous rigid frame | |
CN204098055U (en) | A kind of district structure earthquake proof foundation | |
CN105113655B (en) | Prestressing force viscoelasticity damps wall | |
CN103993744A (en) | Raising system for large-area net frame and installing method thereof | |
CN101838997A (en) | Intertidal belt wind electric field blower foundation and production method thereof | |
CN203412135U (en) | Building base shock insulation device | |
CN203741888U (en) | Anti-seismic foundation | |
CN206090600U (en) | Reinforcing apparatus is prevented subsiding by bridge ground | |
CN114033052B (en) | House upper laminated rubber shock insulation structure and construction process | |
CN206219972U (en) | A kind of bridge beam body anti-deviation device | |
CN206495207U (en) | A kind of piling machine hydraulic leg structure | |
CN206941367U (en) | A kind of damping spring seismic isolation device for being used to limit bridge lateral displacement | |
CN204080848U (en) | The two bar gate shaft tower self-regulated basis of transmission line of electricity | |
CN101525909A (en) | Hinged two-channel steel flexible restricting support | |
CN111236683B (en) | Column body reinforcing and pile body static pressure construction device under shearing damage and construction method | |
CN104213578B (en) | Transmission line of electricity double-rod gate shaft tower self-regulated basis |
Legal Events
Date | Code | Title | Description |
---|---|---|---|
C06 | Publication | ||
PB01 | Publication | ||
C10 | Entry into substantive examination | ||
SE01 | Entry into force of request for substantive examination | ||
RJ01 | Rejection of invention patent application after publication | ||
RJ01 | Rejection of invention patent application after publication |
Application publication date: 20161116 |