CN203846536U - Vibration isolation plate device in earth base processing engineering - Google Patents
Vibration isolation plate device in earth base processing engineering Download PDFInfo
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- CN203846536U CN203846536U CN201420237238.1U CN201420237238U CN203846536U CN 203846536 U CN203846536 U CN 203846536U CN 201420237238 U CN201420237238 U CN 201420237238U CN 203846536 U CN203846536 U CN 203846536U
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- vibration isolation
- vibration
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- plate device
- air bag
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Abstract
The utility model discloses a vibration isolation plate device in the earth base processing engineering. The vibration isolation plate device comprises a vibration isolation array formed by a plurality of paratactic vibration isolation units. The front end of the first vibration isolation unit at the end of the vibration isolation array is closed to prevent soil chips from falling. The connected parts of every two adjacent vibration isolation units are partially overlapped and used for blocking the soil chips. Each vibration isolation unit comprises two vibration isolation single plates which are arranged in parallel in an up-and-down mode, and vibration isolation modules are arranged between the two vibration isolation single plates at intervals. According to the vibration isolation plate device in the earth base processing engineering, collapse caused by vibration of groove walls in the dynamic compaction process can be avoided, and the vibration isolation effect of a vibration isolation groove can be ensured to the maximum. The vibration isolation modules are arranged in the vibration isolation single plates, the vibration isolation single plates are supported, wave energy can be absorbed, and the influences on adjacent buildings due to vibration are reduced. According to the vibration isolation plate device, the vibration isolation effect of the vibration isolation groove is greatly enhanced, and the use amount of filling materials is reduced.
Description
Technical field
The utility model relates to a kind of vibration isolation panel assembly that is suitable for earthen foundation that can be widely used in neighboring buildings vibration isolation in a series of civil engineerings such as dynamic consolidation construction, explosion, track traffic.
Background technology
In industrial production, often there are the three class vibration sources that vibration effect worsens environment.
The first kind is transient state vibration source, and as the explosive dropping hammer in hammering ground, blasting works in strong rammer operation discharges chemical energy etc., these vibration sources belong to the formula of rushing and clash into, and vibration source vibrational energy is very large, and spectral band is wider, and influence basin is very wide.
Equations of The Second Kind is stable state vibration source, as air compressor machine, vibrosieve, and refrigeration compressor, blower fan, water pump etc., these vibration sources belong to regular cycle repeated action.
The 3rd class is randomness vibration source.Mainly contain train, automobile, crane and lathe class, these vibration sources are because being subject to probabilistic dominance, and its vibration processes is assumed to be ergodic random process stably.Wherein train vibration energy is larger, and scope impact is wider.
There is corresponding vibration effect and harm in above-mentioned three class vibration sources, needs to treat in earnest in engineering design, and appropriate taking appropriate measures solved.How wave energy is effectively intercepted, reduce it is that engineering circles and academia endeavour the problem solving near impact of constructing and infringement always.
At present, in the middle of Practical Project, the general barrier vibration isolation technology that adopts arranges one vibration isolation barrier, to block the propagation of wave energy (especially ground roll) between vibration source and protected target.The mode of barrier vibration isolation is a lot, but from vibration isolation mechanism, what effect was best is to use open drain vibration isolation, and it allows wave energy transmission hardly.But because open drain easily caves in, poor durability, and it is dumb to cause place to use, so in Practical Project, apply less, generation be the filling ditch getting up with various material fillings.Conventional filler has flyash, concrete, gravel etc. at present.Facts have proved, the vibration isolating effect of flyash is undesirable, and utmost point proportioning is difficult to grasp, and long-term vibration isolating effect is poorer; Concrete filling ditch cost is too high, very uneconomical.Generally speaking, dig on a wide area vibration isolate ditch earth volume is large, wastes time and energy; And due to needs filler, vibration isolating effect is also not fully up to expectations.
Utility model content
The purpose of this utility model is for overcoming above-mentioned the deficiencies in the prior art, a kind of vibration isolation panel assembly that is widely used in neighboring buildings vibration isolation in a series of civil engineerings such as dynamic consolidation construction, explosion, track traffic is provided, can effectively block the propagation of wave energy, simultaneously, simultaneously, owing to having reduced excavation and the mechanized construction of earth volume, efficiency of construction is also significantly improved.In addition,, for major works, can significantly improve economic benefit.
For achieving the above object, the utility model adopts following technical proposals:
A vibration isolation panel assembly in soil treatment engineering, comprises
By some vibration isolation arrays that longitudinally vibration isolation unit arranged side by side forms, and the front end of first vibration isolation unit of vibration isolation array end is closed, prevents that soil bits from dropping;
Adjacent two vibration isolation unit connecting part parts are superimposed up and down, for stopping soil bits;
Described vibration isolation unit comprises two vibration isolation veneers that be arranged in parallel up and down, between two vibration isolation veneers, is arranged at intervals with vibration isolation module.
The flange that on relative two faces of described two vibration isolation veneers, the corresponding outside, edge being provided with vibration isolation module matches respectively, for being embedded in vibration isolation module between two vibration isolation veneers.
The one-shot forming of described vibration isolation veneer is made, and its composition material is polypropylene or PVC construction formwork or high-carbon steel.
Described vibration isolation module is air bag, Compress Spring or viscoelastic damping.
Laterally, between the vibration isolation veneer of two block gap certain widths, according to a determining deviation, corresponding vibration isolation module is set and forms a vibration isolation unit.
Longitudinally, a plurality of vibration isolation units are arranged side by side, form vibration isolation array.
Vertical, the open drain of excavation certain depth, its width and length dimension and vibration isolation unit size adapt.
Excavation open drain can adopt construction technology maturation and efficient chain ditcher.
Because chain ditcher exists limit cutting depth, maximum cutting depth approaches 3m.Therefore,, when the vibration isolation degree of depth is less than 3m, adopt trench digging poling board method; When the vibration isolation degree of depth is greater than 3m, adopt pressing plate compacting method; Compacted machinery can adopt pile driver.The one-shot forming of vibration isolation veneer is made.Vibration isolation veneer by the vibration isolation degree of depth can be divided into 1, the high molecular polymer such as polypropylene, polyvinyl chloride, can select the PVC construction formwork of production technology maturation; 2, high strength, high rigidity, the high-carbon steel of high-wearing feature.Vibration isolation veneer of the present utility model inside arranges vibration isolation module.Vibration isolation module is vibration damping absorbing material, can select air bag, Compress Spring, viscoelastic damping etc.
When adopting deep layer vibration isolation, in vertical, be divided into multilayer vibration isolation veneer, interlayer is bolted;
Vibration isolation unit two ends are provided with link slot, are convenient to closely connect between adjacent vibration isolation unit.
For avoiding native dropping of considering to be worth doing in compacted process, steel column (breast boards) is first inserted in vibration isolation unit one end, extracts out, then be connected with follow-up vibration isolation unit after compacted completing.
On in the compacted process of vibration isolation veneer, cover loaded plate, dispersed hammer force.
In order to maintain vibration isolation veneer (especially first vibration isolation unit is motherboard) vertical position, need in soil, to lay in advance spud pile, spud pile pile body is provided with link slot, is connected with motherboard.
Utilize a construction technology for the vibration isolation panel assembly in soil treatment engineering, comprise shallow-layer vibration isolation and deep layer vibration isolation, shallow-layer vibration isolation:
1), according to site operation, require the groove in foundation soil excavation corresponding length;
2), assembling vibration isolation unit, between two vibration isolation veneers, along certain distance, air bag is set, on vibration isolation veneer wooden partition, set up the projection of laminating air bag edge line, air bag can be embedded between two sides vibration isolation veneer; In addition, one end of first vibration isolation unit needs closure, prevents that soil bits from dropping;
3), first vibration isolation unit is placed in ditch, in put procedure, note avoiding the disturbance to the soil body;
4), remaining vibration isolation unit pasted to previous element be placed into successively in ditch, two adjacent vibration isolation unit connecting parts are by superimposed to stop soil bits mutually;
5), after strong rammer, blasting works complete, air bag pressure release is shifted out vibration isolation unit successively from soil, recycles;
6), by the empty trench backfill previously having excavated, vibration isolation veneer is moved to next construction plant and continues to repeat 1)～5) flow process of step, until the completing of strong rammer, bursting work;
Deep layer vibration isolation:
1), check i.e. first connection of squeezing into the vibration isolation veneer each several part of ground of assembly and connection situation, especially motherboard of each independent vibration isolation plate;
2), first ground is squeezed into in spud pile lower end, reserving coupling part waits for and being connected with motherboard;
3), by motherboard and spud pile build-in, on motherboard top, be covered with loaded plate, with impact shock hammer, motherboard is squeezed into the degree of depth of motherboard long 3/4ths in ground; Note keeping vibration isolation veneer and grade level to keep vertically;
4), vibration isolation veneer laterally connects: by the steel column of motherboard one side, be that breast boards is extracted, the vibration isolation veneer that daughter board connects inserts in the link slot of spud pile; Daughter board is squeezed into plate in ground along link slot and grow 3/4ths the degree of depth; Motherboard residual altitude is continued to knock in ground, and notice guaranteeing that motherboard top is higher than ground horizontal plane; Follow-up daughter board connects in turn according to above flow process, until reach the needed vibration isolation length of on-the-spot strong rammer;
5), after completing the operation of this layer of vibration isolation veneer, by motherboard, start to splice successively lower one deck vibration isolation veneer, upper and lower two-layer vibration isolation veneer is bolted; Subsequent operation is according to step 3)～4);
6), after dynamic consolidation construction completes, air bag pressure release, and utilize hoist engine to be pulled in the reserved hole in vibration isolation veneer upper end vibration isolation veneer is extracted successively, carries out the construction of next section.
The beneficial effects of the utility model are that the utility model, by vibration isolation veneer is set in open drain, not only can avoid furrow bank because vibration causes, to cave in during operation, can guarantee to greatest extent the vibration isolating effect of vibration isolate ditch.In addition, in vibration isolation veneer inside, vibration isolation module is set, not only vibration isolation veneer is played a supportive role, can absorb wave energy on the other hand, reduce the impact of vibration on contiguous structure.This utility model has been strengthened the vibration isolating effect of vibration isolate ditch greatly, reduces the use of filler simultaneously, and adopts mechanized construction, and efficiency of construction is significantly improved.
Accompanying drawing explanation
Fig. 1 is that embodiment 1 arranges in air bag situation shallow-layer vibration isolation after the elevation of vibration plate;
Fig. 2 is that embodiment 1 arranges in air bag situation shallow-layer vibration isolation after the lateral view of vibration plate;
Fig. 3 is that embodiment 1 arranges in air bag situation shallow-layer vibration isolation after the top view of vibration plate;
Fig. 4 (a) is the longitudinal connection diagram of the utility model vibration isolation unit;
Fig. 4 (b) is the top view of Fig. 4 (a);
Fig. 5 is the effect schematic diagram in the soil body after the utility model embodiment 1 has constructed;
Fig. 6 (a), (b) are respectively that embodiment 2 arranges in air bag situation deep layer vibration isolation after top view and the end detail structure of vibration plate (motherboard);
Fig. 7 is that embodiment 2 arranges in air bag situation deep layer vibration isolation after the plan view of vibration plate (motherboard);
Fig. 8 is that embodiment 2 arranges in air bag situation deep layer vibration isolation after the lateral view of vibration plate (motherboard);
Fig. 9 (a), (b) are respectively that embodiment 2 arranges in air bag situation deep layer vibration isolation after top view and the end detail structure thereof of vibration plate (daughter board);
Figure 10 is that embodiment 2 arranges in air bag situation deep layer vibration isolation after the plan view of vibration plate (daughter board);
Figure 11 is that embodiment 2 arranges in air bag situation deep layer vibration isolation after the lateral view of vibration plate (motherboard);
Figure 12 (a), (b) are respectively that embodiment 2 arranges in air bag situation deep layer vibration isolation after the longitudinal connection diagram of vibration plate and detail structure;
Figure 13 (a), (a '); (b) be respectively that embodiment 2 arranges in air bag situation deep layer vibration isolation after vibration plate vertical connection diagram and detail structure;
Figure 14 (a), (b), (c) are respectively loaded plate three-dimensional views;
Figure 15 (a), (a '); (b); (c) (c '), be, spud pile plan view, top view and detail structure respectively;
Figure 16 is the construction process schematic diagram of embodiment 1 when deep layer vibration isolation in air bag situation is set;
1. vibration isolation veneers wherein, 2. vibration isolation module.
The specific embodiment
Below in conjunction with drawings and Examples, the utility model is further illustrated.
Embodiment 1 (shallow-layer vibration isolation):
As shown in Fig. 1～5, a kind of novel vibration isolation plate, comprises the vibration isolation module 2 arranging in the middle of 1, two block of vibration isolation plate of vibration isolation veneer, and this sentences air bag is example.The composition of vibration isolation veneer 1 is the polymers such as polypropylene, polyvinyl chloride polymerization, can select the PVC construction formwork of production technology maturation.Air bag 2 can be selected the rubber tyre of suitable size, also can be according to actual conditions designed, designed.In addition, by connect the filling channel of certain length on air bag, be convenient to regulate at any time the air pressure of inside air bag, be conducive to the installation and removal of vibration isolation plate.
Laterally, between the vibration isolation veneer of two block gap certain widths, according to a determining deviation, corresponding vibration isolation module is set and forms a vibration isolation unit.
Longitudinally, a plurality of vibration isolation units are arranged side by side, form vibration isolation array.
Vertical, the open drain of excavation certain depth, its width and length dimension and vibration isolation unit size adapt.
Excavation open drain can adopt construction technology maturation and efficient chain ditcher.
Utilize a shallow-layer vibration isolation construction technology for the vibration isolation panel assembly in soil treatment engineering,
1). according to site operation, require the groove in foundation soil excavation corresponding length;
2), assembling vibration isolation unit, between two vibration isolation veneers, along certain distance, air bag is set, on vibration isolation veneer wooden partition, set up the projection of laminating air bag edge line, air bag can be embedded between two sides vibration isolation veneer; In addition, one end of first vibration isolation unit needs closure, prevents that soil bits from dropping;
3), first vibration isolation unit is placed in ditch, in put procedure, note avoiding the disturbance to the soil body;
4), remaining vibration isolation unit pasted to previous element be placed into successively in ditch, two adjacent vibration isolation unit connecting parts are by superimposed to stop soil bits mutually;
5), after strong rammer, blasting works complete, air bag pressure release is shifted out vibration isolation unit successively from soil, recycles;
6), by the empty trench backfill previously having excavated, vibration isolation veneer is moved to next construction plant and continues to repeat 1)～5) flow process of step, until the completing of the operations such as strong rammer, explosion;
Embodiment 2 (deep layer vibration isolation):
As shown in Fig. 6～16, a kind of novel vibration isolation plate, comprises the vibration isolation module 2 arranging in the middle of 1, two block of vibration isolation plate of vibration isolation veneer, and this sentences air bag is example.The composition of vibration isolation veneer 1 is high-carbon steel.Air bag 2 can be selected the rubber tyre of suitable size, also can be according to actual conditions designed, designed.In addition, by connect the filling channel of certain length on air bag, be convenient to regulate at any time the air pressure of inside air bag, be conducive to the installation and removal of vibration isolation plate.Because reinforcement depth is larger, the mode of splicing successively up and down by bolt in vertical.Be positioned at undermost vibration isolation unit bottom for sharp cone distal structure, be convenient to solid soil.
Because chain ditcher exists limit cutting depth, maximum cutting depth approaches 3m.Therefore,, when the vibration isolation degree of depth is less than 3m, adopt trench digging poling board method; When the vibration isolation degree of depth is greater than 3m, adopt pressing plate compacting method; Compacted machinery can adopt pile driver.
When adopting deep layer vibration isolation, in vertical, be divided into multilayer vibration isolation veneer, interlayer is bolted;
Vibration isolation unit two ends are provided with link slot, are convenient to closely connect between adjacent vibration isolation unit.
For avoiding native dropping of considering to be worth doing in compacted process, steel column (breast boards) is first inserted in vibration isolation unit one end, extracts out, then be connected with follow-up vibration isolation unit after compacted completing.
On in the compacted process of vibration isolation veneer, cover loaded plate, dispersed hammer force.
In order to maintain vibration isolation veneer (especially first vibration isolation unit is motherboard) vertical position, need in soil, to lay in advance spud pile, spud pile pile body is provided with link slot, is connected with motherboard.
Utilize a deep layer vibration isolation construction technology for the vibration isolation panel assembly in soil treatment engineering,
1), check i.e. first connection of squeezing into the vibration isolation veneer each several part of ground of assembly and connection situation, especially motherboard of each independent vibration isolation plate;
2), first ground is squeezed into in spud pile lower end, reserving coupling part waits for and being connected with motherboard;
3), by motherboard and spud pile build-in, on motherboard top, be covered with loaded plate, with impact shock hammer, motherboard is squeezed into the degree of depth of motherboard long 3/4ths in ground; Note keeping vibration isolation veneer and grade level to keep vertically;
4), vibration isolation veneer laterally connects: by the steel column of motherboard one side, be that breast boards is extracted, the vibration isolation veneer that daughter board connects inserts in the link slot of spud pile; Daughter board is squeezed into plate in ground along link slot and grow 3/4ths the degree of depth; Motherboard residual altitude is continued to knock in ground, and notice guaranteeing that motherboard top is higher than ground horizontal plane; Follow-up daughter board connects in turn according to above flow process, until reach the needed vibration isolation length of on-the-spot strong rammer;
5), after completing the operation of this layer of vibration isolation veneer, by motherboard, start to splice successively lower one deck vibration isolation veneer, upper and lower two-layer vibration isolation veneer is bolted; Subsequent operation is according to step 3)～4);
6), after dynamic consolidation construction completes, air bag pressure release, and utilize hoist engine to be pulled in the reserved hole in vibration isolation veneer upper end vibration isolation veneer is extracted successively, carries out the construction of next section.
Embodiment 3:
As different from Example 1, vibration isolation module 2 is Compress Spring.
Embodiment 4:
As different from Example 2, vibration isolation module 2 is viscoelastic damping.
Although above-mentioned, by reference to the accompanying drawings the specific embodiment of the present utility model is described; but the not restriction to the utility model protection domain; one of ordinary skill in the art should be understood that; on the basis of the technical solution of the utility model, those skilled in the art do not need to pay various modifications that creative work can make or distortion still in protection domain of the present utility model.
Claims (3)
1. the vibration isolation panel assembly in soil treatment engineering, is characterized in that, comprises
By some vibration isolation arrays that longitudinally vibration isolation unit arranged side by side forms, and the front end of first vibration isolation unit of vibration isolation array end is closed, prevents that soil bits from dropping;
Adjacent two vibration isolation unit connecting part parts are superimposed up and down, for stopping soil bits;
Described vibration isolation unit comprises two vibration isolation veneers that be arranged in parallel up and down, between two vibration isolation veneers, is arranged at intervals with vibration isolation module;
The flange that on relative two faces of described two vibration isolation veneers, the corresponding outside, edge being provided with vibration isolation module matches respectively, for being embedded in vibration isolation module between two vibration isolation veneers.
2. the vibration isolation panel assembly in soil treatment engineering as claimed in claim 1, is characterized in that, the one-shot forming of described vibration isolation veneer is made, and its composition material is polypropylene or PVC construction formwork or high-carbon steel.
3. the vibration isolation panel assembly in soil treatment engineering as claimed in claim 1, is characterized in that, described vibration isolation module is air bag, Compress Spring or viscoelastic damping.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201420237238.1U CN203846536U (en) | 2014-05-09 | 2014-05-09 | Vibration isolation plate device in earth base processing engineering |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201420237238.1U CN203846536U (en) | 2014-05-09 | 2014-05-09 | Vibration isolation plate device in earth base processing engineering |
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| CN203846536U true CN203846536U (en) | 2014-09-24 |
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|---|---|---|---|
| CN201420237238.1U Withdrawn - After Issue CN203846536U (en) | 2014-05-09 | 2014-05-09 | Vibration isolation plate device in earth base processing engineering |
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Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103938657A (en) * | 2014-05-09 | 2014-07-23 | 山东大学 | Vibration isolation plate device in soil matrix treatment engineering and construction technology thereof |
| CN115126007A (en) * | 2022-07-29 | 2022-09-30 | 山东大学 | Static pressure type flexible vibration isolation air bag plate inserting machine and construction method |
-
2014
- 2014-05-09 CN CN201420237238.1U patent/CN203846536U/en not_active Withdrawn - After Issue
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103938657A (en) * | 2014-05-09 | 2014-07-23 | 山东大学 | Vibration isolation plate device in soil matrix treatment engineering and construction technology thereof |
| CN103938657B (en) * | 2014-05-09 | 2015-08-05 | 山东大学 | Vibration isolation panel assembly in soil treatment engineering and construction technology thereof |
| CN115126007A (en) * | 2022-07-29 | 2022-09-30 | 山东大学 | Static pressure type flexible vibration isolation air bag plate inserting machine and construction method |
| CN115126007B (en) * | 2022-07-29 | 2023-02-24 | 山东大学 | Static pressure type flexible vibration isolation air bag plate inserting machine and construction method |
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Legal Events
| Date | Code | Title | Description |
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| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| AV01 | Patent right actively abandoned |
Granted publication date: 20140924 Effective date of abandoning: 20150805 |
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| RGAV | Abandon patent right to avoid regrant |