CN109853654A - A kind of construction method of vibration isolation groove, grooving mechanism and constructing device - Google Patents

A kind of construction method of vibration isolation groove, grooving mechanism and constructing device Download PDF

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Publication number
CN109853654A
CN109853654A CN201910256400.1A CN201910256400A CN109853654A CN 109853654 A CN109853654 A CN 109853654A CN 201910256400 A CN201910256400 A CN 201910256400A CN 109853654 A CN109853654 A CN 109853654A
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China
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plate
grooving
groove
vibration isolating
vibration isolation
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CN201910256400.1A
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CN109853654B (en
Inventor
姚占勇
齐辉
蒋红光
李慧
张吉哲
刘文广
陈茂盛
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Shandong University
Shandong High Speed Group Co Ltd
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Shandong University
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Abstract

The present invention relates to a kind of construction methods of vibration isolation groove, grooving mechanism and constructing device, including plate, the plate both ends are fixed with support tube, there is water pipe inside the support tube, described water pipe one end is connect with the nozzle of support tube end setting, the other end is connect with high pressure water generating device, the plate can be connect by bindiny mechanism with vibration isolating mechanism, bindiny mechanism can be such that plate and vibration isolating mechanism moves synchronously during grooving, during the bindiny mechanism can also make groove construction complete back card/back board removal groove, plate is separated with vibration isolating mechanism, vibration isolating mechanism is stayed in the trench, the plate is further fixed on mud tube, for extracting the mud generated during high-pressure water jet grooving out, construction method and constructing device of the invention greatly shortens construction period, improve construction efficiency.

Description

A kind of construction method of vibration isolation groove, grooving mechanism and constructing device
Technical field
The present invention relates to land-based engineering technical fields, and in particular to a kind of construction method of vibration isolation groove, grooving mechanism and Constructing device
Background technique
During a series of Construction of Civil Engineering such as strong rammer, blast working, the vibration of generation can cause ambient enviroment Detrimental effect results even in peripheral structure, underground installation and relevant device instrument equivalent damage when serious.Conventional side at present Method is such as to fill flyash, vibration isolation panel assembly etc. using packing material progress vibration isolation in deeper vibration isolation sky ditch or ditch is excavated.This A little vibration isolation measures require preparatory grooving, mechanically or manually excavate inventors have found that existing various ditches generally use, deeper All there is the problems such as poor groove stability, grooving low efficiency or equipment are heavy, at high cost, execute-in-place is inconvenient in groove, and In order to improve the stability of groove, needs to fill the devices such as vibration isolation plate in the trench, vibration isolation plate is refilled after the completion of channel excavation Consuming time is long for equal devices, and construction efficiency is low.
Summary of the invention
The purpose of the present invention is to overcome above-mentioned the deficiencies in the prior art, provide a kind of vibration isolation groove construction method, grooving High-efficient, the construction time is short, and construction efficiency is high.
It is a further object to provide a kind of grooving mechanism, can while carrying out high-pressure water jet grooving, Vibration isolating mechanism is built into slot.
To achieve the above object, the present invention adopts the following technical solutions:
A kind of construction method of vibration isolation groove carries out grooving using high-pressure water jet, while grooving, synchronizes and set in slot Enter vibration isolating mechanism.
Construction method of the invention, while vibration isolation groove construction is completed, vibration isolating mechanism has been placed in vibration isolation groove, pole Big shortens construction period, improves construction efficiency.
It is a further object to provide a kind of grooving mechanism of vibration isolation groove, including plate, the plate both ends It is fixed with support tube, there is water pipe inside the support tube, described water pipe one end is connect with the nozzle of support tube end setting, separately One end is connect with high pressure water generating device, and the plate can be connect by bindiny mechanism with vibration isolating mechanism, and bindiny mechanism can Move synchronously plate and vibration isolating mechanism during grooving, the bindiny mechanism can also make groove construction complete back card/back board During removing groove, plate is separated with vibration isolating mechanism, and vibration isolating mechanism is stayed in the trench, and the plate is further fixed on mud Pipe, for extracting the mud generated during high-pressure water jet grooving out.
Third object of the present invention is to provide a kind of constructing devices of vibration isolation groove, including chute forming machine and the grooving Mechanism, the grooving mechanism are mounted on chute forming machine.
Fourth object of the present invention is to provide a kind of construction method of the constructing device of vibration isolation groove, and chute forming machine drives institute The plate of the grooving mechanism stated moves, and is slotted using high-pressure water jet, in grooving process, the mud of generation passes through mud tube Discharge, while fluting, plate drives vibration isolating mechanism to move synchronously by bindiny mechanism, and synchronous be placed in of vibration isolating mechanism is opened up Groove in, after the completion of groove construction, chute forming machine drive plate remove groove, during removal, bindiny mechanism by plate with every Shake organizational separation, and vibration isolating mechanism stays in trench interiors.
Beneficial effects of the present invention:
1. construction method and constructing device of the invention, are slotted, grooving is high-efficient using high-pressure water jet.
2. construction method and constructing device of the invention can be placed in vibration isolating mechanism while fluting simultaneously, it is not necessarily to It is placed in vibration isolating mechanism again after the completion of fluting, greatly shortens construction period, improves construction efficiency, reduce construction personnel's Labor intensity.
Detailed description of the invention
The accompanying drawings constituting a part of this application is used to provide further understanding of the present application, and the application's shows Meaning property embodiment and its explanation do not constitute the restriction to the application for explaining the application.
Fig. 1 is 2 overall structure diagram of the embodiment of the present invention;
Fig. 2 is the hook of the embodiment of the present invention 2 and socket assembling schematic diagram;
Fig. 3 is 2 protective plate assembling schematic diagram of the embodiment of the present invention;
Fig. 4 is 3 overall structure diagram of the embodiment of the present invention;
Wherein, 1. support tube, 2. nozzles, 3. middle part plates, 4. side plates, 5. vacuum air cushions, 6. hooks, 7. sockets, 8. linking up with connecting plate, 9. limit plates, 10. protective plates, 11. Grouting Pipes, 12. water pipes, 13. high pressure water generating devices, 14. grooving Machine, 15. ground, 16. gag lever posts, 17. mud tubes.
Specific embodiment
It is noted that following detailed description is all illustrative, it is intended to provide further instruction to the application.Unless another It indicates, all technical and scientific terms used herein has usual with the application person of an ordinary skill in the technical field The identical meanings of understanding.
It should be noted that term used herein above is merely to describe specific embodiment, and be not intended to restricted root According to the illustrative embodiments of the application.As used herein, unless the context clearly indicates otherwise, otherwise singular Also it is intended to include plural form, additionally, it should be understood that, when in the present specification using term "comprising" and/or " packet Include " when, indicate existing characteristics, step, operation, device, component and/or their combination.
In order to facilitate narration, if there is "upper", "lower", " left side " " right side " printed words in the present invention, only expression and attached drawing itself Upper and lower, left and right direction it is consistent, not to structure rise restriction effect, it is only for convenient for description the present invention and simplification retouch It states, rather than the equipment of indication or suggestion meaning or element must have a particular orientation, and be constructed and operated in a specific orientation, Therefore it is not considered as limiting the invention.
As background technique is introduced, existing vibration isolation groove is using manually or mechanically excavating, grooving low efficiency, and In order to improve the stability of groove, need to fill the devices such as vibration isolation plate, long construction period, construction efficiency after the completion of channel excavation It is low, in view of the above-mentioned problems, present applicant proposes a kind of vibration isolation groove construction methods.
A kind of construction method of vibration isolation groove carries out grooving using high-pressure water jet, while grooving, synchronizes in the trench It is placed in vibration isolating mechanism.
The present embodiment additionally provides a kind of grooving mechanism of vibration isolation groove, including plate, and the plate both ends are fixed with branch Stay tube, the support tube inside have water pipe, and described water pipe one end is connect with the nozzle of support tube end setting, the other end and height Press water generating device connection, the plate can be connect by bindiny mechanism with vibration isolating mechanism, bindiny mechanism can make plate and Vibration isolating mechanism moves synchronously during grooving, and the bindiny mechanism can also make groove construction complete back card/back board removal groove In the process, plate is separated with vibration isolating mechanism, and vibration isolating mechanism is stayed in the trench, and the plate is further fixed on mud tube, for taking out The mud generated during high-pressure water jet grooving out.
Further, the plate includes middle part plate and is symmetrically fixed on the side plate of middle part plate two sides, described Side plate is distributed in obtuse angle with middle part plate, and the mud tube is fixedly connected with middle part plate.
Further, the mud tube is connect with diaphragm pump, and the mud that diaphragm pump can drive jet process to generate is through mud Starch pipe discharge.
Further, the vibration isolating mechanism is using the internal vacuum air cushion for filling vibration isolation material.
Further, the bindiny mechanism include the hook being connect with vacuum air cushion and setting plate and with hook phase The socket matched, the hook are fixedly connected with hook connecting plate rotation connection, hook connecting plate with vacuum air cushion, and the hook connects Limit plate is additionally provided on fishplate bar, the position of the limit plate should meet: during grooving, limit plate can limit turning for hook It is dynamic, make hook that can hook socket, plate is able to drive vacuum air cushion and moves synchronously, and when plate removes groove, limit plate is not It will limit the rotation of hook, the movement of plate can make hook be detached from socket, so that plate be made to remove groove, vacuum air cushion is stayed in Trench interiors.
Further, the vibration isolating mechanism side is provided with protective plate, the protective plate with for during preventing grooving The damage of the silt, stone of underground to vibration isolating mechanism is penetrated in punching, and the protective plate and plate are rotatablely connected, and the plate fixation is limited Position bar, for limiting rotation of the protective plate to one side direction of vibration isolating mechanism.
Further, vacuum air cushion both ends winding has wrapped Grouting Pipe, when vacuum air cushion unaerated, can drive Grouting Pipe moves synchronously, and after inflation, the part for being wrapped in Grouting Pipe trails, and is unable to drive Grouting Pipe movement.
The present embodiment also discloses a kind of constructing device of vibration isolation groove, including chute forming machine and the grooving mechanism, institute Grooving mechanism is stated to connect with chute forming machine.
The present embodiment also discloses a kind of construction method of the constructing device of vibration isolation groove: chute forming machine drives the grooving The plate of mechanism moves, and is slotted using high-pressure water jet, and in grooving process, the mud of generation is discharged by mud tube, opens While slot, plate drives vibration isolating mechanism to move synchronously by bindiny mechanism, the groove that the synchronous merging of vibration isolating mechanism is opened up In, after the completion of groove construction, chute forming machine drives plate to remove groove, and during removal, bindiny mechanism is by plate and vibration isolating mechanism Separation, vibration isolating mechanism stay in trench interiors.
The present embodiment is described in detail with reference to the accompanying drawing:
Embodiment 1:
Present embodiment discloses a kind of vibration isolation groove construction method, grooving is carried out using high-pressure water jet, while grooving, The synchronous merging vibration isolating mechanism in slot.
Grooving is carried out using high-pressure water jet, grooving is high-efficient, while synchronous merging vibration isolating mechanism during grooving, vibration isolation Mechanism can guarantee the stability of groove, and after the completion of groove construction, vibration isolating mechanism has been placed in groove, with traditional groove construction It places vibration isolating mechanism in the trench again after the completion to compare, greatly shortens construction period, improve construction efficiency.
Embodiment 2:
Present embodiment discloses a kind of grooving mechanisms of vibration isolation groove, as shown in Figs. 1-3, comprising: plate, the plate two Side end is fixed with support tube 1, and the support tube is rectangular tube, and there are two nozzle 2, the sprays for the bottom end setting of the support tube Mouth is connect with the one end for the water pipe 12 being located in support tube, and the other end of water pipe is connect with high pressure water generating device 13, high pressure water Generating device can produce high pressure water, be sprayed through water pipe by nozzle, form high-pressure water jet.Plate and support tube insertion ground and to Lower movement, opens up groove using high-pressure water jet on the ground.Single-stage or multistage hydraulic pressure can be used in the jet stream of nozzle, to realize The fly-cutting of groove simultaneously forms the mud that consistency is moderate, is easy to be discharged, and the distribution form of nozzle will advantageously form setting shape The groove of shape.
The plate includes middle part plate and the side plate that is fixedly connected with middle part plate two sides integral type, middle part plate 3 and side plate 4 be distributed in obtuse angle, the length of middle part plate is less than the length of support tube, middle part plate and two side plates Centre forms a space, and the middle part plate is fixed with mud tube 17, and mud tube is located at middle part plate and two side plate shapes At space in, mud tube will not influence the forming shape of groove, and the mud tube is connect with diaphragm pump, in the effect of diaphragm pump Under, the mud that high-pressure water jet grooving generates can be expelled to outside through mud tube.
Side where the space that definition middle part plate and side plate are formed is the front of plate, and the other side of plate is The back side of plate.
Side where the plate back side is provided with vibration isolating mechanism, and the vibration isolating mechanism is internal filling vibration isolation material Vacuum air cushion 5, the vacuum air cushion can be connect with plate by bindiny mechanism, be moved synchronously with plate.
The bindiny mechanism includes hook 6 and socket 7, and the hook is rotatablely connected with hook connecting plate 8, and the hook connects Fishplate bar is fixed on vacuum air cushion, and the socket is arranged on plate, and the socket matches with hook, is linked up with and be can be inserted into socket In, the socket uses waist hole, and limit plate 9 is further fixed on the hook connecting plate, and the limit plate is located at the lower section of hook, For limiting the rotation of hook.
When original state, in hook insertion socket, after grooving starts, plate is moved downward, and carries out high-pressure water jet grooving, The upper surface of socket is pressed on hook, and due to the effect of limit plate, hook can not be rotated down, and plate can drive vacuum gas at this time Pad makees moving downward for synchronization, and with the progress of grooving, vacuum air cushion can be synchronized into groove.
After the completion of grooving, plate moves upwards removal groove, and the lower surface of socket is contacted with hook, since hook top does not have There is setting limit plate, socket lower surface can drive hook to be rotated up, and be detached from socket until linking up with, at this time vacuum air cushion and plate Separation, plate continue up, and vacuum air cushion then stays in trench interiors.
In the present embodiment, two sockets are arranged in middle part plate, and a socket is respectively set in side plate, matched , four hooks are set on vacuum air cushion.
The bottom end of the vacuum air cushion is provided with protective plate 10, and the bottom end of the protective plate and middle part plate passes through hinge turn It is dynamic to connect, it is further fixed on gag lever post 16 on the middle part plate, for limiting protective plate towards vacuum air cushion side direction Rotation.
The both ends winding of the vacuum air cushion is enclosed with Grouting Pipe 11, and when vacuum air cushion unaerated, vacuum air cushion both ends can Grouting Pipe is tightly wrapped, Grouting Pipe is driven to move synchronously, when mattress is inflated surely, the expansion of vacuum air cushion both ends is stretched, thus nothing Method fixes Grouting Pipe, and Grouting Pipe is separated with vacuum air cushion.
Embodiment 3:
Present embodiment discloses a kind of constructing devices of vibration isolation groove, as shown in figure 4, include chute forming machine 14 and it is described at The conveying mechanism of groove mechanism, the plate of the grooving mechanism and chute forming machine connects, the conveying mechanism can be used rack-driving or Hydraulic drive, can will stand on the grooving mechanism on ground toward below ground direction conveying or by plate from groove upwards It is mobile, plate is removed into groove.
Embodiment 4:
Present embodiment discloses a kind of construction methods of the constructing device of vibration isolation groove: by the vacuum air cushion after extraction vacuum By hook be connected on plate, chute forming machine work, high pressure water generating device starting, chute forming machine drive plate, vacuum air cushion and Grouting Pipe does the movement in synchronous 15 or less directions to the ground, and high pressure water is sprayed from nozzle, realizes high-pressure water jet grooving, The mud that jet stream generates is expelled to outside through mud tube under the action of diaphragm pump, and during grooving, protective plate is in mud, the soil body Under the action of gag lever post, near-horizontal state can be kept, makes vacuum air cushion from the damage of silt, stone, reaches setting Depth after, chute forming machine and high pressure water generating device stop working, and carry out unsaturated inflation to vacuum air cushion, make vacuum air cushion with The ditch groove groove wall of underground is close together, and increases the frictional force of vacuum air cushion and ditch groove groove wall, and chute forming machine is again started up, will Plate extracts groove, and during plate moves upwards, socket lower surface is contacted with hook, and hook rotation, hook takes off from socket From, so plate can extract groove, after vacuum air cushion inflation, protective plate can be driven to rotate to the direction far from vacuum air cushion, The approximate state in a vertical shape of protective plate, protective plate will not interfere the extraction of plate, and vacuum air cushion and Grouting Pipe then continue to stay in groove In.
After plate is extracted, a series of civil constructions such as strong rammer, blast working can be carried out, due to the effect of vacuum air cushion, ditch Slot high stability, and play the role of good vibration isolation.
After the completion of the constructions such as strong rammer, explosion, vacuum air cushion deflate step by step and extracts vacuum air cushion upwards simultaneously, by After vacuum air cushion inflation, vacuum air cushion both ends part is stretched, and is detached from Grouting Pipe, so the upward withdrawal process of vacuum air cushion In, Grouting Pipe will not be synchronized and be moved upwards, and is to continue with and stayed in groove, at this point, slip casting can be carried out by Grouting Pipe to groove Processing, groove is filled.
The construction method of the present embodiment, after the completion of groove, vacuum air cushion has been placed in trench interiors, and has been placed in Grouting Pipe, greatly shortens construction period, improves construction efficiency.
Above-mentioned, although the foregoing specific embodiments of the present invention is described with reference to the accompanying drawings, not protects model to the present invention The limitation enclosed, those skilled in the art should understand that, based on the technical solutions of the present invention, those skilled in the art are not Need to make the creative labor the various modifications or changes that can be made still within protection scope of the present invention.

Claims (10)

1. a kind of construction method of vibration isolation groove, which is characterized in that grooving is carried out using high-pressure water jet, while grooving, Synchronous merging vibration isolating mechanism in groove.
2. a kind of grooving mechanism of vibration isolation groove, which is characterized in that including plate, the plate both ends are fixed with support tube, institute Stating has water pipe inside support tube, described water pipe one end is connect with the nozzle of support tube end setting, and the other end and high pressure water are sent out Generating apparatus connection, the plate can be connect by bindiny mechanism with vibration isolating mechanism, and bindiny mechanism can make plate and vibration isolation machine Structure moves synchronously during grooving, and the bindiny mechanism can also make groove construction complete back card/back board removal groove process In, plate is separated with vibration isolating mechanism, and vibration isolating mechanism is stayed in the trench, and the plate is further fixed on mud tube, for extracting height out The mud generated during pressure water jet grooving.
3. a kind of grooving mechanism of vibration isolation groove as claimed in claim 2, which is characterized in that the plate includes middle part plate And it is symmetrically fixed on the side plate of middle part plate two sides, the side plate is distributed in obtuse angle with middle part plate, the mud Pipe is fixedly connected with middle part plate.
4. a kind of grooving mechanism of vibration isolation groove as claimed in claim 2, which is characterized in that the mud tube and diaphragm pump connect It connects, the mud that diaphragm pump can drive jet process to generate is discharged through mud tube.
5. a kind of grooving mechanism of vibration isolation groove as claimed in claim 2, which is characterized in that the vibration isolating mechanism is using internal Fill the vacuum air cushion of vibration isolation material.
6. a kind of grooving mechanism of vibration isolation groove as claimed in claim 5, which is characterized in that the bindiny mechanism include with very The hook of mattress connection and the socket that plate is arranged in and matches with hook, the hook connect with hook connecting plate rotation It connects, hook connecting plate is fixedly connected with vacuum air cushion, is additionally provided with limit plate, the position of the limit plate on the hook connecting plate Should meet: during grooving, limit plate can limit the rotation of hook, make hook that can hook socket, plate is able to drive very Mattress moves synchronously, and when plate removes groove, without limitation on the rotation of hook, the movement of plate can make to link up with limit plate It is detached from socket, so that plate be made to remove groove, vacuum air cushion stays in trench interiors.
7. a kind of grooving mechanism of vibration isolation groove as claimed in claim 2, which is characterized in that the vibration isolating mechanism side setting Have a protective plate, the protective plate with for preventing from rushing the damage of the silt, stone of penetrating underground to vibration isolating mechanism, institute during grooving It states protective plate and plate is rotatablely connected, the plate is fixed with gag lever post, for limiting protective plate to one side direction of vibration isolating mechanism Rotation.
8. a kind of grooving mechanism of vibration isolation groove as claimed in claim 5, which is characterized in that the winding of vacuum air cushion both ends Grouting Pipe is wrapped.
9. a kind of constructing device of vibration isolation groove, which is characterized in that including chute forming machine and claim 2-8 it is described in any item at Groove mechanism, the grooving mechanism are connect with chute forming machine.
10. a kind of construction method of the constructing device of vibration isolation groove as claimed in claim 9, which is characterized in that chute forming machine drives The plate of the grooving mechanism moves, and is slotted using high-pressure water jet, in grooving process, the mud of generation passes through mud Pipe discharge, while fluting, plate drives vibration isolating mechanism to move synchronously by bindiny mechanism, and synchronous be placed in of vibration isolating mechanism is opened If groove in, after the completion of groove construction, chute forming machine drive plate remove groove, during removal, bindiny mechanism by plate with Vibration isolating mechanism separation, vibration isolating mechanism stay in trench interiors.
CN201910256400.1A 2019-04-01 2019-04-01 Construction method, grooving mechanism and construction device for vibration isolation groove Active CN109853654B (en)

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Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN110820830A (en) * 2019-11-08 2020-02-21 山东大学 Device for arranging vibration isolation air bag by utilizing high-pressure water jet grooving and using method

Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5612422A (en) * 1979-07-13 1981-02-06 Sumitomo Metal Ind Ltd Steel pipe pile wall for ground vibration interception
CN201087426Y (en) * 2007-07-17 2008-07-16 广州大学 Novel effective vibration isolation trench structure
CN102140810A (en) * 2011-01-22 2011-08-03 张永忠 Synchronous trenching machine
CN102535467A (en) * 2012-01-16 2012-07-04 中国石油大学(华东) Ocean platform high-pressure water jet assisted power pile-sinking construction method and pile-sinking system
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

Patent Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5612422A (en) * 1979-07-13 1981-02-06 Sumitomo Metal Ind Ltd Steel pipe pile wall for ground vibration interception
CN201087426Y (en) * 2007-07-17 2008-07-16 广州大学 Novel effective vibration isolation trench structure
CN102140810A (en) * 2011-01-22 2011-08-03 张永忠 Synchronous trenching machine
CN102535467A (en) * 2012-01-16 2012-07-04 中国石油大学(华东) Ocean platform high-pressure water jet assisted power pile-sinking construction method and pile-sinking system
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

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN110820830A (en) * 2019-11-08 2020-02-21 山东大学 Device for arranging vibration isolation air bag by utilizing high-pressure water jet grooving and using method
CN110820830B (en) * 2019-11-08 2021-07-09 山东大学 Device for arranging vibration isolation air bag by utilizing high-pressure water jet grooving and using method

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