CN110117993A - A kind of assembled architecture support with function of seismic resistance - Google Patents
A kind of assembled architecture support with function of seismic resistance Download PDFInfo
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- CN110117993A CN110117993A CN201910515277.0A CN201910515277A CN110117993A CN 110117993 A CN110117993 A CN 110117993A CN 201910515277 A CN201910515277 A CN 201910515277A CN 110117993 A CN110117993 A CN 110117993A
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- 238000013016 damping Methods 0.000 claims abstract description 47
- 239000000956 alloy Substances 0.000 description 19
- 229910045601 alloy Inorganic materials 0.000 description 19
- 230000000694 effects Effects 0.000 description 5
- 230000035939 shock Effects 0.000 description 4
- 230000006378 damage Effects 0.000 description 3
- 238000005516 engineering process Methods 0.000 description 3
- 238000000034 method Methods 0.000 description 3
- 239000002775 capsule Substances 0.000 description 2
- 238000010276 construction Methods 0.000 description 2
- 230000008878 coupling Effects 0.000 description 2
- 238000010168 coupling process Methods 0.000 description 2
- 238000005859 coupling reaction Methods 0.000 description 2
- 238000010586 diagram Methods 0.000 description 2
- 238000006073 displacement reaction Methods 0.000 description 2
- 230000006872 improvement Effects 0.000 description 2
- 238000002955 isolation Methods 0.000 description 2
- 238000004519 manufacturing process Methods 0.000 description 2
- 241000233855 Orchidaceae Species 0.000 description 1
- 230000000703 anti-shock Effects 0.000 description 1
- 230000033228 biological regulation Effects 0.000 description 1
- 230000005540 biological transmission Effects 0.000 description 1
- 238000001125 extrusion Methods 0.000 description 1
- 239000003292 glue Substances 0.000 description 1
- 238000009434 installation Methods 0.000 description 1
- 238000009413 insulation Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000008569 process Effects 0.000 description 1
- 230000009467 reduction Effects 0.000 description 1
- 230000004044 response Effects 0.000 description 1
- 239000007787 solid Substances 0.000 description 1
- 230000006641 stabilisation Effects 0.000 description 1
- 238000011105 stabilization Methods 0.000 description 1
- 230000032258 transport Effects 0.000 description 1
Classifications
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04H—BUILDINGS OR LIKE STRUCTURES FOR PARTICULAR PURPOSES; SWIMMING OR SPLASH BATHS OR POOLS; MASTS; FENCING; TENTS OR CANOPIES, IN GENERAL
- E04H9/00—Buildings, groups of buildings or shelters adapted to withstand or provide protection against abnormal external influences, e.g. war-like action, earthquake or extreme climate
- E04H9/02—Buildings, groups of buildings or shelters adapted to withstand or provide protection against abnormal external influences, e.g. war-like action, earthquake or extreme climate withstanding earthquake or sinking of ground
- E04H9/021—Bearing, supporting or connecting constructions specially adapted for such buildings
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- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Business, Economics & Management (AREA)
- Emergency Management (AREA)
- Environmental & Geological Engineering (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Vibration Prevention Devices (AREA)
- Foundations (AREA)
Abstract
The invention discloses a kind of assembled architecture support with function of seismic resistance, the support includes that longitudinal support and several transverse directions alleviated alleviate device, longitudinal device of alleviating mainly passes through the strength that Anti-seismic flexural pivot reduces pitch amplitude generation, so that longitudinal seismic force is dispersed；Laterally alleviate device and alleviate device circumferentially equal point arrangement around longitudinal, by being provided with air damping device, so that lateral seismic force is uniformly absorbed by air damping device；The support is arranged in ground below the crossbeam, and support quantity is adjusted according to actual needs, and then effectively consumes and alleviate the horizontal and vertical strength of earthquake.
Description
[technical field]
The invention belongs to technical field of civil engineering, and in particular to a kind of assembled architecture branch with function of seismic resistance
Seat.
[background technique]
With the development of modern industrial technology, building house can be manufactured in batch completely as machine production, as long as
Prefabricated house component, transports to assemble in site and get up the construction in house can be completed.Assembled architecture early 20th century just
Start to arouse people's interest, be realized finally to the sixties.The states such as English, method, the Soviet Union attempt first.Since assembled is built
The construction speed built is fast, and lower production costs, promotes come all over the world rapidly.
But earthquake brings serious destruction to various building structure especially prefabricated buildings.Seismic isolation technology is nearly 30
Seismic resistance field develops a special kind of skill that is faster and constantly improve over year, is mainly used in building structure field at present.
It when earthquake magnitude is larger, has been difficult to meet expected shockproof when requiring, has reduced the earthquake of input using seismic isolation technology
Energy can reach good effect.The essential of shock insulation is to make structure or component and may cause the seismic ground of destruction
Movement or support movement separate, and reduce the seismic force being input on building structure and energy, to reduce superstructure
Earthquake response, reach expected requirement of setting up defences.
Often structure is more complicated for existing prefabricated buildings anti-seismic structure, and antishock device typically just simply separates on ground
The route of transmission for shaking energy, prevent seismic force causes to bring serious destruction to building structure from effectively dispersing and consuming.
[summary of the invention]
It is an object of the invention to overcome the above-mentioned prior art, a kind of assembled with function of seismic resistance is provided and is built
It builds and uses support.The support is designed by structure, enables to longitudinal strength to be dispersed, lateral strength is absorbed, to reach
To the effect for consuming earthquake strength effectively.
In order to achieve the above objectives, the present invention is achieved by the following scheme:
A kind of assembled architecture support with function of seismic resistance, including longitudinal alleviation device and M lateral alleviation device,
Longitudinal upper end for alleviating device and the upper end for laterally alleviating device are connected to the lower surface of ground crossbeam；The transverse direction is slow
The lower end for solving device is fixedly connected with longitudinal lower end for alleviating device, and M lateral alleviation device alleviates device circumferential direction around longitudinal
Equal part arrangement, the natural number that M is >=2；
Longitudinal device of alleviating includes the Anti-seismic flexural pivot for absorbing longitudinally brisance, each laterally alleviates packet in device
Air damping device is included, the air damping device is for absorbing lateral seismic force.
A further improvement of the present invention is that:
Preferably, longitudinal device of alleviating includes foundation pile, and the upper end of foundation pile and the lower end of Anti-seismic flexural pivot are fixed
Connection, the upper end of Anti-seismic flexural pivot is fixedly connected with the lower surface of ground crossbeam.
Preferably, be provided with lower part billet between foundation pile and Anti-seismic flexural pivot, Anti-seismic flexural pivot and ground crossbeam it
Between be provided with top billet.
Preferably, the upper end of air damping device is fixedly connected with first connecting rod, and the lower end of air damping device is fixed
It is connected with the second connecting rod；First connecting rod and the rotation connection of ground crossbeam, the second connecting rod and foundation pile rotation connection.
Preferably, the upper end of first connecting rod is rotatably connected to the first support plate, and the upper end of the first support plate and ground are horizontal
Beam is fixedly connected.
Preferably, the lower end of the second connecting rod is rotatably connected to the second support plate, one end of the second support plate and foundation pile
It is fixedly connected.
Preferably, the upper end of the air damping device is fixedly connected by flange with first connecting rod, air damping dress
The lower end set is fixedly connected by flange and the second connecting rod.
Preferably, the air damping device includes several bellows type air springs, and all bellows type air springs are along horizontal
Arrangement is arranged successively to the axial direction for alleviating device；Girdle ring is provided between adjacent bellows type air spring two-by-two.
Preferably, 4≤M≤8.
Preferably, longitudinal axial direction for alleviating device and any one angle laterally alleviated between the axial direction of device are α, α
Range be 30 ° -60 °.
Compared with prior art, the invention has the following advantages:
The invention discloses a kind of assembled architecture support with function of seismic resistance, the support include longitudinal alleviating support
Laterally alleviate device with several, longitudinal device of alleviating mainly passes through the strength that Anti-seismic flexural pivot reduction pitch amplitude generates, makes
Longitudinal seismic force is obtained to be dispersed；Laterally alleviation device circumferentially waits a point arrangement around longitudinal device of alleviating, free by being arranged
Gas damping device, so that lateral seismic force is uniformly absorbed by air damping device；The support is arranged in ground below the crossbeam,
Support quantity is adjusted according to actual needs, and then effectively consumes and alleviate the horizontal and vertical power of earthquake
Amount.
Further, longitudinal device of alleviating is arranged in foundation pile, so that the longitudinal force that earthquake generates passes through foundation pile
Upper surface passes to Anti-seismic flexural pivot along longitudinal axial direction for alleviating device.
Further, two end faces of Anti-seismic flexural pivot are provided with billet, are on the one hand separately connected Anti-seismic flexural pivot
And foundation pile and Anti-seismic flexural pivot and ground crossbeam, the concentration that the billet of another aspect lower part can transmit backing plate lower part
Any type of load such as load or evenly load or triangular load uniformly passes to flexural pivot.
Further, the both ends of air damping device pass through connecting rod and ground crossbeam and foundation pile rotation connection, a side
The lateral seismic force being subject to is passed to air damping device by the second connecting rod of face, and air damping device is squeezed, and absorbing should
Power；On the other hand, the axial force that air damping device is passed to by first connecting rod, makes the strength quilt of the vertical and horizontal of earthquake
Air damping device absorbs, and reduces the displacement of ground crossbeam.
Further, first connecting rod and the second connecting rod pass through two support plates and foundation pile respectively and ground crossbeam connects
It connects, foundation pile can be transmitted to air damping device from side by the strength of earthquake, so that lateral strength is absorbed；The
Two connecting rods can guarantee that entire support provides vertical support force for ground crossbeam.
Further, the characteristics of air damping device is connected by flange with first connecting rod or the second connecting rod, flange
For Mulit-point Connection, so that connecting rod when transmitting seismic force, can uniformly pass to air damping device, in turn
Air damping device is enabled uniformly to absorb seismic force.
Further, multiple bellows type air springs can be provided in air damping device, setting quantity can be according to sky
Between situation and shock attenuation needs set, to meet antidetonation demand.
Further, longitudinal angular range alleviated between device and each transverse direction alleviation device is defined, to guarantee
Lateral seismic force can uniformly and effectively be absorbed by laterally alleviating device.
[Detailed description of the invention]
Fig. 1 is positive structure diagram of the invention；
Fig. 2 is side structure schematic view of the invention；
Fig. 3 is the detail enlarged diagram at A of the invention；
Wherein: 1, foundation pile；2, lower part billet；3, Anti-seismic flexural pivot；4, top billet；5, ground crossbeam；6,
One support plate；7, first rotating shaft；8, first connecting rod；9, the second support plate；10, the second shaft；11, the second connecting rod；12, empty
Gas damping device；1201, the first alloy flange；1202, the second alloy flange；1203, rubber air spring；1204, girdle ring；
1205, third alloy flange；1206, the 4th alloy flange；1207- bellows type air spring.
[specific embodiment]
The invention will be described in further detail with reference to the accompanying drawing.It should be appreciated that specific embodiment described herein
Only to explain the present invention, it is not intended to limit the present invention.
In the description of the present invention, it should be noted that term " center ", "upper", "lower", "left", "right", "vertical",
The orientation or positional relationship of the instructions such as "horizontal", "inner", "outside" be based on the orientation or positional relationship shown in the drawings, merely to
Convenient for description the present invention and simplify description, rather than the device or element of indication or suggestion meaning must have a particular orientation,
It is constructed and operated in a specific orientation, therefore is not considered as limiting the invention；Term " first ", " second ", " third "
It is used for descriptive purposes only and cannot be understood as indicating or suggesting relative importance；In addition, unless otherwise specific regulation and limit
Fixed, term " installation ", " connected ", " connection " shall be understood in a broad sense, for example, it may be being fixedly connected, be also possible to detachably connect
It connects；It can be directly connected, the connection inside two elements can also be can be indirectly connected through an intermediary.For this
For the those of ordinary skill in field, the concrete meaning of above-mentioned term in the present invention can be understood with concrete condition.
Referring to Fig. 1, the invention discloses a kind of assembled architecture support with function of seismic resistance, which includes longitudinal
Alleviate device and laterally alleviates device, which is arranged under ground crossbeam 5, multiple supports can be set under ground crossbeam 5, if
Set quantity can shockproof requirements according to actual needs be configured；Alleviate device laterally with longitudinal lower end (for alleviating device
Foundation pile 1) centered on, circumferential equal point arrangement；Set it is longitudinal alleviate device and each laterally alleviates angle between device as α,
To guarantee that lateral seismic force can uniformly and effectively be absorbed by laterally alleviating device, set the range of angle α as 30 ° -60 °.
Longitudinal device of alleviating includes foundation pile 1, lower part billet 2, Anti-seismic flexural pivot 3 and top billet 4.
The top surface of the foundation pile 1 is fixedly connected with lower part billet 2, and the upper surface of the lower part billet 2 is fixed to be connected
It is connected to Anti-seismic flexural pivot 3, the top surface of the Anti-seismic flexural pivot 3 is fixedly connected with top billet 4, the top billet 4
Top surface is fixedly connected with ground crossbeam 5；Between above-mentioned lower part billet 2 and Anti-seismic flexural pivot 3, Anti-seismic flexural pivot 3 and top
The mode that is fixedly connected between billet 4, between top billet 4 and ground crossbeam can be to be bolted, weld or flange
Connection etc. other be fixedly connected with mode.Longitudinal longitudinal force alleviated device and be mainly used for alleviation earthquake, but 3 energy of Anti-seismic flexural pivot
It is enough to be able to bear the cross force of part because of its own, enable Anti-seismic flexural pivot 3 to alleviate the cross force of part.
It is described laterally to alleviate device, it is the center of circle with the foundation pile 1 in longitudinal alleviation device, is circumferentially arranged symmetrically, one is vertical
M laterally alleviation device is provided with around device to alleviating, the natural number that M is >=2, the setting quantity of preferred M is 4-8
It is a；For setting, there are four the front views and side view of laterally alleviating device referring to Fig. 1 and Fig. 2, it can be seen from the figure that four cross
It is identical to the structure for alleviating device, and using longitudinal device of alleviating as the center of circle, it is circumferential symmetrical, i.e., four laterally alleviate device it
Between circumferential distance it is equal.
Each laterally alleviate device include the first support plate 6, first rotating shaft 7, first connecting rod 8, the second support plate 9,
Second shaft 10, the second connecting rod 11 and air damping device 12；The bottom surface of ground crossbeam 5 is fixedly connected with M first support
Plate 6, the surface pivots of each the first support plate 6 are connected with first rotating shaft 7, and the surface pivots of first rotating shaft 7 are connected with first
One end of connecting rod 8, first connecting rod 8 is fixedly connected with the upper end of air damping device 12；The side of foundation pile 1 is fixedly connected
There are M the second support plates 9, the surface pivots of each the second support plate 9 are connected with the second shaft 10, the surface of the second shaft 10
It is rotatably connected to the second connecting rod 11, one end of the second connecting rod 11 is fixedly connected with the lower end of air damping device 12.It is above-mentioned
In structure, when an earthquake occurs, on the one hand the horizontal and vertical seismic force being subject to is passed to air and subtracted by the second connecting rod 11
Device 12 is shaken, air damping device 12 is given its axial force by the second connecting rod 11, and air damping device 12 is squeezed, and inhales
Receive the power；On the other hand, incoming axial force of the air damping device 12 by first connecting rod 8 makes longitudinal direction and the cross of earthquake
To strength absorbed by air damping device 12, reduce the displacement of ground crossbeam 5.Air damping device 12 can also absorb
What a part of longitudinal force, the second support plate 9 and foundation pile 1 were connected together, and the direction of longitudinal force is upward, can cause second
Support plate 9 and the common upward deformation of foundation pile 1, but the second shaft 10 can prevent the second support plate 9 upwardly-deformed at this time, at this moment
Mutual extrusion will be generated between the second support plate 9 and the second shaft 10 by waiting, and cause internal force.To guarantee the second shaft 10 balance,
Second connecting rod 11 must have the axial force along 11 tilted direction of connecting rod, will at this time generate and squeeze to air damping device
Pressure, air damping device consume energy.
Referring to Fig. 3, each air damping device 12 includes the first alloy flange 1201, the second alloy flange 1202, rubber
Glue air spring 1203, girdle ring 1204, third alloy flange 1205 and the 4th alloy flange 1206.First alloy flange 1201
One end is fixedly connected with the second connecting rod 11, and the other end of the first alloy flange 1201 passes through bolt and the second alloy flange 1202
One end be fixedly connected, the other end of the second alloy flange 1202 is fixedly connected with the end surface of rubber air spring 1203,
Another end surfaces of rubber air spring 1203 are fixedly connected with one end of third alloy flange 1205, third alloy flange 1205
Another end surfaces be fixedly connected by bolt with the surface of the 4th alloy flange 1206, the surface of the 4th alloy flange 1206 with
One end of first connecting rod 8 is fixedly connected；Rubber air spring 1203 includes several bellows type air springs 1207, all capsules
The axial direction that formula air spring 1207 transversely alleviates device is arranged successively arrangement, 1207 He of the lowermost bellows air spring
Second alloy flange 1202 is fixedly connected, and the bellows type air spring 1207 of the top is fixedly connected with third alloy flange 1205,
The coupling part between adjacent bellows type air spring 1207 is surrounded with girdle ring 1204 two-by-two, and middle section is made not have radial expansion
, and prevent phase mutual friction between two sections；It is that there are two the embodiment of bellows type air spring 1207, two capsules for setting referring to Fig. 3
Coupling part between formula air spring 1207 is provided with a girdle ring 1204.
When axial force is passed to air damping device 12 by first connecting rod 8 or the second connecting rod 11, the first alloyage
The surface of orchid 1201 is fixedly connected by rubber air spring 1203 with the surface of the 4th alloy flange 1206, and air is sealed
In rubber air spring 1203, the stabilization of damping air pressure ensure that.
Working principle: when there is the assembled architecture of function of seismic resistance to be worked with support for the invention, the top surface of foundation pile 1 passes through
Billet 2 and the surface of Anti-seismic flexural pivot 3 are bolted, and the top surface of Anti-seismic flexural pivot 3 passes through billet 4 and ground crossbeam 5
Bottom surface is fixedly connected, when longitudinal strength is transmitted to Anti-seismic flexural pivot by 1 top surface of foundation pile by the strength in length and breadth that earthquake generates
3, using the shock resistance of Anti-seismic flexural pivot 3, reduce the strength generated by earthquake pitch amplitude；It is solid by the side of foundation pile 1
Surely it is connected with the second support plate 9, the surface of the second support plate 9 is connected by one end activity of the second shaft 10 and the second connecting rod 11
It connecing, the surface of the first support plate 6 is flexibly connected by first rotating shaft 7 with one end of first connecting rod 8, and the one of first connecting rod 8
End is fixedly connected by air damping device 12 with one end of the second connecting rod 11, and lateral strength is made to pass through 1 side of foundation pile
Lateral strength is transmitted to M air damping device 12, so that longitudinal strength is dispersed, lateral strength is inhaled
It receives, has achieved the effect that earthquake strength is made effectively to disperse and consume.
It in the above process, is transmitted to by foundation pile 1 in the power of Anti-seismic flexural pivot 3, predominantly longitudinal force, but because seismic wave
Complexity, foundation pile 1 still can transmitting portions cross force absorbed to Anti-seismic flexural pivot 3 by Anti-seismic flexural pivot 3, therefore Anti-seismic
Flexural pivot 3 can absorb parts transversely power；Similarly, it is passed to by the side of foundation pile 1 in the axial force in air damping device,
Predominantly cross force further includes part longitudinal force, therefore air damping device 12 can absorb part longitudinal force.
The support quantity that ground crossbeam 5 is arranged can be set according to spatial dimension, practical antidetonation demand；When earthquake passes
When passing vertical, horizontal power, all supports play breaking-out jointly, disperse longitudinal strength, absorb lateral strength, reduce seismic force
Measure the influence to prefabricated buildings.
The present invention is used in the assembled architecture support with shockproof requirements, by the way that foundation pile, billet, Anti-seismic is arranged
Flexural pivot, air damping device, when longitudinal strength is transmitted to by the vertical and horizontal strength that earthquake generates by foundation pile top surface
Anti-seismic flexural pivot reduces the strength generated by earthquake pitch amplitude using the shock resistance of Anti-seismic flexural pivot, and lateral strength is logical
It crosses foundation pile side and lateral strength is transmitted to air damping device, so that longitudinal strength is dispersed, lateral power
Amount is absorbed, and has achieved the effect that consume earthquake strength effectively.
The foregoing is merely illustrative of the preferred embodiments of the present invention, is not intended to limit the invention, all in essence of the invention
Within mind and principle, any modification, equivalent replacement, improvement and so on be should all be included in the protection scope of the present invention.
Claims (10)
1. a kind of assembled architecture support with function of seismic resistance, which is characterized in that lateral including longitudinal alleviation device and M
Alleviate device, longitudinal upper end for alleviating device and the upper end for laterally alleviating device are connected to the following table of ground crossbeam (5)
Face；The lower end for laterally alleviating device is fixedly connected with longitudinal lower end for alleviating device, and M laterally alleviates device around longitudinal
Alleviate device circumferentially equal point arrangement, the natural number that M is >=2；
Longitudinal device of alleviating includes the Anti-seismic flexural pivot (3) for absorbing longitudinally brisance, each laterally alleviates packet in device
It has included air damping device (12), the air damping device (12) is for absorbing lateral seismic force.
2. a kind of assembled architecture support with function of seismic resistance according to claim 1, which is characterized in that described vertical
It include foundation pile (1) to device is alleviated, the upper end of foundation pile (1) is fixedly connected with the lower end of Anti-seismic flexural pivot (3), Anti-seismic ball
The upper end of hinge (3) is fixedly connected with the lower surface of ground crossbeam (5).
3. a kind of assembled architecture support with function of seismic resistance according to claim 2, which is characterized in that foundation pile
(1) it is provided between Anti-seismic flexural pivot (3) lower part billet (2), is arranged between Anti-seismic flexural pivot (3) and ground crossbeam (5)
There are top billet (4).
4. a kind of assembled architecture support with function of seismic resistance according to claim 2, which is characterized in that air subtracts
The upper end of shake device (12) is fixedly connected with first connecting rod (8), and the lower end of air damping device (12) is fixedly connected with second
Connecting rod (11)；First connecting rod (8) and ground crossbeam (5) rotation connection, the second connecting rod (11) and foundation pile (1) rotation connect
It connects.
5. a kind of assembled architecture support with function of seismic resistance according to claim 4, which is characterized in that first connects
The upper end of extension bar (8) is rotatably connected to the first support plate (6), the upper end of the first support plate (6) and the fixed company of ground crossbeam (5)
It connects.
6. a kind of assembled architecture support with function of seismic resistance according to claim 4, which is characterized in that second connects
The lower end of extension bar (11) is rotatably connected to the second support plate (9), and one end of the second support plate (9) is fixedly connected with foundation pile (1).
7. a kind of assembled architecture support with function of seismic resistance according to claim 4, which is characterized in that the sky
The upper end of gas damping device (12) is fixedly connected by flange with first connecting rod (8), and the lower end of air damping device (12) is logical
It crosses flange and the second connecting rod (11) is fixedly connected.
8. a kind of assembled architecture support with function of seismic resistance according to claim 1, which is characterized in that the sky
Gas damping device (12) includes several bellows type air springs (1207), and all bellows type air springs (1207) are transversely alleviated
The axial direction of device is arranged successively arrangement；Girdle ring (1204) are provided between adjacent bellows type air spring (1207) two-by-two.
9. a kind of assembled architecture support with function of seismic resistance according to claim 1, which is characterized in that 4≤M≤
8。
10. having the assembled architecture support of function of seismic resistance described in -9 any one according to claim 1, feature exists
In, longitudinal axial direction for alleviating device and any one laterally to alleviate the angle between the axial direction of device be α, the range of α is 30 °-
60°。
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| Application Number | Priority Date | Filing Date | Title |
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| CN201910515277.0A CN110117993A (en) | 2019-06-14 | 2019-06-14 | A kind of assembled architecture support with function of seismic resistance |
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| Application Number | Priority Date | Filing Date | Title |
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| CN201910515277.0A CN110117993A (en) | 2019-06-14 | 2019-06-14 | A kind of assembled architecture support with function of seismic resistance |
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Cited By (2)
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| CN112627189A (en) * | 2020-12-11 | 2021-04-09 | 王杰 | Be used for excavation supporting batter pile structure |
| CN113700021A (en) * | 2020-09-23 | 2021-11-26 | 李运筹 | Building foundation pile with high anti-seismic performance |
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| CN113700021A (en) * | 2020-09-23 | 2021-11-26 | 李运筹 | Building foundation pile with high anti-seismic performance |
| CN113700021B (en) * | 2020-09-23 | 2023-01-24 | 中顾国际工程咨询有限公司 | Building foundation pile with high anti-seismic performance |
| CN112627189A (en) * | 2020-12-11 | 2021-04-09 | 王杰 | Be used for excavation supporting batter pile structure |
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