CN108625379A - A kind of efficiently bridge construction method of deep foundation ditch - Google Patents
A kind of efficiently bridge construction method of deep foundation ditch Download PDFInfo
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- CN108625379A CN108625379A CN201810704144.3A CN201810704144A CN108625379A CN 108625379 A CN108625379 A CN 108625379A CN 201810704144 A CN201810704144 A CN 201810704144A CN 108625379 A CN108625379 A CN 108625379A
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- top pressure
- adjustment seat
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- adjusting cavity
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- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D17/00—Excavations; Bordering of excavations; Making embankments
- E02D17/02—Foundation pits
- E02D17/04—Bordering surfacing or stiffening the sides of foundation pits
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- Engineering & Computer Science (AREA)
- Mining & Mineral Resources (AREA)
- Life Sciences & Earth Sciences (AREA)
- General Life Sciences & Earth Sciences (AREA)
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- General Engineering & Computer Science (AREA)
- Structural Engineering (AREA)
- Bridges Or Land Bridges (AREA)
Abstract
The invention discloses a kind of efficiently bridge construction method of deep foundation ditch,It uses a kind of bridge deep foundation pit construction equipment,A kind of bridge deep foundation pit construction equipment includes being fixedly mounted on the construction frame body of mechanical arm subordinate side,The first accommodating chamber is equipped in the construction frame body bottom end face,The first accommodating chamber roof connection is equipped with the first adjusting cavity,Being slidably installed in first adjusting cavity has the first adjustment seat,Lower reinforcement mechanism is equipped in first adjustment seat,The second accommodating chamber is equipped in the construction frame body right end face,The second accommodating chamber left side wall connection is equipped with the second adjusting cavity,Being slidably installed in second adjusting cavity has the second adjustment seat,Right reinforcement mechanism is equipped in second adjustment seat,The first guide runner is equipped in the first adjusting cavity inner left wall,The first drive cavity is equipped on the upside of first guide runner,Being slidably installed in first guide runner has the first slider guide.
Description
Technical field
The present invention relates to technical field of bridge construction, specially a kind of efficiently bridge construction method of deep foundation ditch.
Background technology
When to bridge deep foundation pit construction, need to carry out Ramming operation to deep basal pit bottom wall and side wall, to prevent collapsing
It collapses, it is existing that bridge deep basal pit compacting construction equipment is typically only capable to carry out Ramming operation to side, it adjusts and uses complex steps,
It is not convenient to use so that low construction efficiency, therefore, it is necessary to a kind of multi-functional bridge deep foundation pit constructions to set.
Invention content
It is in the prior art for overcoming the purpose of the present invention is to provide a kind of efficiently bridge construction method of deep foundation ditch
Drawbacks described above.
A kind of efficiently bridge construction method of deep foundation ditch according to the present invention, is set using a kind of bridge deep foundation pit construction
Standby, a kind of bridge deep foundation pit construction equipment includes being fixedly mounted on the construction frame body of mechanical arm subordinate side, the scaffold
The first accommodating chamber is equipped in body bottom end face, the first accommodating chamber roof connection is equipped with the first adjusting cavity, and described first is adjusted
Intracavitary, which is slidably installed, the first adjustment seat, and lower reinforcement mechanism, the construction frame body right side are equipped in first adjustment seat
The second accommodating chamber is equipped in end face, the second accommodating chamber left side wall, which is connected to, is equipped with the second adjusting cavity, in second adjusting cavity
Being slidably installed has the second adjustment seat, is equipped with right reinforcement mechanism in second adjustment seat, on the left of first adjusting cavity in
It is equipped with the first guide runner in wall, the first drive cavity is equipped on the upside of first guide runner, is slidably matched in first guide runner
First slider guide is installed, first slider guide is fixedly connected with first adjustment seat, the first slider guide internal thread
Cooperation is equipped with the first screw rod, and first screw rod bottom extending end and the first guide runner inner bottom wall are rotatably assorted company
It connects, the first screw tip extending end be connected by power has first motor, the first motor to be fixedly arranged on first slide guide
In slot inner roof wall, in the cooperation of the first motor top power peace and quiet have a first rotating shaft, the first rotating shaft is rotatably assorted installation
It in the scaffold body and stretches into first drive cavity, the first rotating shaft top end is installed with the first cone pulley, described
Intermeshing is equipped with the second cone pulley on the right side of first cone pulley, and the second cone pulley right end face is installed with the second shaft, and described first
The second guide runner is equipped in the second adjusting cavity inner roof wall on the right side of drive cavity, second shaft is rotatably assorted mounted on institute
It states between the first drive cavity and second guide runner, being slidably installed in second guide runner has the second slider guide, institute
The second slider guide to be stated to be fixedly connected with second adjustment seat, the second slider guide screw-internal thread fit is equipped with the second screw rod,
The second screw rod left distal end is fixedly connected with the second shaft right end, on the right side of second screw rod extending end with
Inner wall is rotatably assorted connection on the right side of second guide runner, and the first adjusting cavity connection is equipped with the first top pressure chamber, and described first
Top pressure intracavitary clearance fit is equipped with the first top pressure cam, and the first top pressure cam right end face is installed with third shaft, institute
It states third shaft right end power and is connected with the second motor, second motor is fixedly arranged in the scaffold body, institute
It states and is equipped with the second drive cavity in the scaffold body on the right side of the second motor, the second motor right-hand end power is connected with third
Cone pulley, third cone pulley upside intermeshing are equipped with the 4th cone pulley, and the 4th cone pulley top is installed with the 4th shaft, described
It is equipped with the second top pressure chamber for be connected to and being arranged with second adjusting cavity in the scaffold body on the upside of second drive cavity, described the
Four shafts are rotatably assorted in the scaffold body and stretch into the second top pressure intracavitary, the 4th shaft top end
It is installed with the second top pressure cam, second top pressure cam clearance is fitted to the second top pressure intracavitary, the scaffold
It is additionally provided with lighting device in body bottom end face and in right end face.
Further technical solution, the lower reinforcement mechanism include be arranged in the first adjustment seat bottom end face
One sliding groove, be slidably installed in first sliding groove the first sliding seat, and the first buffering is equipped in first sliding seat
Chamber, being slidably installed in first cushion chamber has the first buffer board, and first buffer board top is buffered with described first
Top pressure cooperation is equipped with the first buffer spring between the wall of bottom of chamber, and first buffer board bottom end is installed with the first joining beam, and described the
One joining beam stretches out outside the first sliding seat bottom end face and bottom end is installed with lower compaction plate, is pushed up in first sliding groove
The second sliding groove is equipped in wall, being slidably installed in second sliding groove has the first top pressing board, first top pressing board with
First sliding seat is fixedly connected, symmetrical peace between the first top pressing board bottom face and the second sliding groove bottom wall
Equipped with the first top pressure spring, connection is equipped with the first U-shaped hydraulic pressure slot, the first U-shaped hydraulic pressure in the second sliding groove inner roof wall
The cooperation of slot left slide is equipped with first piston block, and the first piston block is fixedly connected with first top pressing board, and described the
The first liquid is equipped in the first U-shaped hydraulic pressure slot on the upside of one piston block, be slidably matched peace on the right side of the first U-shaped hydraulic pressure slot
Equipped with second piston block, bottom wall connection is equipped with the first open slot, first open slot and institute on the right side of the first U-shaped hydraulic pressure slot
State the connection of the first top pressure chamber.
Further technical solution, the right reinforcement mechanism include be arranged in the second adjustment seat right end face
Three sliding grooves, be slidably installed in the third sliding groove the second sliding seat, and the second buffering is equipped in second sliding seat
Chamber, being slidably installed in second cushion chamber has the second buffer board, and the second buffer board left-hand end is slow with described second
Top pressure cooperation is equipped with the second buffer spring between rushing chamber left side wall, and the second buffer board right-hand end is installed with the second joining beam,
Second joining beam stretches out outside the second sliding seat right end face and right end is installed with right compaction plate, the third sliding
The 4th sliding groove is equipped in slot inner left wall, being slidably installed in the 4th sliding groove has the second top pressing board, and described second
Top pressing board is fixedly connected with second sliding seat, between second top pressing board right side and the 4th sliding groove right side wall
Symmetrical above and below to be equipped with the second top pressure spring, connection is described equipped with the second U-shaped hydraulic pressure slot in the 4th sliding groove inner left wall
Being slidably installed on the upside of second U-shaped hydraulic pressure slot has third piston block, and the third piston block is fixed with second top pressing board
Connection, is equipped with second liquid in the second U-shaped hydraulic pressure slot on the left of the third piston block, under the second U-shaped hydraulic pressure slot
Slideslip cooperation is equipped with the 4th piston block, and the connection of right end wall is described equipped with the second open slot on the downside of the second U-shaped hydraulic pressure slot
Second open slot is connected to the second top pressure chamber.
Further technical solution, the lighting device include being respectively and fixedly installed to the construction frame body bottom and the right side
Lamp holder in side end face is equipped with illuminating lamp body in the lamp holder.
Described method includes following steps：
When original state, the first adjustment seat is in the first adjusting cavity bottom wall, and lower compaction plate stretches out outside construction frame body bottom end face, the
One top pressure cam coordinates with second piston block top pressure；Second adjustment seat is in the second adjusting cavity left side wall, and right compaction plate is stretched completely
Enter in the second accommodating chamber, the second top pressure cam and the 4th piston block are detached from top pressure cooperation；
Compaction plate, which is moved to, when needing to carrying out compacting construction working on the downside of bridge deep basal pit, under being controlled by mechanical arm hand needs
Position is tamped, starts the second motor and the first top pressure cam and the second top pressure cam is driven to rotate simultaneously, the first top pressure cam
To the reciprocal top pressure of second piston block, the second top pressure cam dallies, upward due to first the first top pressing board of top pressure spring pair
Top pressure active force, lower compaction plate is to carrying out reciprocal compacting construction working on the downside of bridge deep basal pit；
When needing to carry out compacting construction working to bridge deep-foundation side wall, being moved to by the right compaction plate of mechanical arm hand control needs
Position is tamped, starts first motor and the first screw rod and first rotating shaft is driven to rotate simultaneously, the first screw rod drives the first slide guide
Sliding on block, the first slider guide drives sliding in the first adjustment seat until the first adjustment seat top end face is abutted with the first adjusting cavity roof,
At this point, the first top pressure cam is detached from top pressure cooperation with second piston block, meanwhile, first rotating shaft rotation drives the second slider guide to the right
Sliding, the second adjustment seat is driven to slide to the right for the second slider guide until the second adjustment seat right end face and the second adjusting cavity right end wall
It abuts, at this point, the second top pressure cam and the 4th piston block top pressure coordinate, then, starts the second motor and drive the first top pressure cam
And second top pressure cam rotate simultaneously, the reciprocal top pressure of four piston block of the second top pressure cam pair, the first top pressure cam dallies,
Due to the top pressure active force to the left of second the second top pressing board of top pressure spring pair, right compaction plate carries out bridge deep-foundation side wall reciprocal
Tamp construction working.
The beneficial effects of the invention are as follows：The configuration of the present invention is simple, it is easy to operate, by the way that in the initial state, first is adjusted
Seat is in the first adjusting cavity bottom wall, and lower compaction plate stretches out outside construction frame body bottom end face, the first top pressure cam and second piston block
Top pressure coordinates；Second adjustment seat is in the second adjusting cavity left side wall, and right compaction plate is fully inserted into the second accommodating chamber, the second top pressure
Cam and the 4th piston block are detached from top pressure cooperation, consequently facilitating right compaction plate is stored, reduce present apparatus volume, under convenient
Compaction plate carries out Ramming operation；
Compaction plate, which is moved to, when needing to carrying out compacting construction working on the downside of bridge deep basal pit, under being controlled by mechanical arm hand needs
Position is tamped, starts the second motor and the first top pressure cam and the second top pressure cam is driven to rotate simultaneously, the first top pressure cam
To the reciprocal top pressure of second piston block, the second top pressure cam dallies, upward due to first the first top pressing board of top pressure spring pair
Top pressure active force, lower compaction plate is to carrying out reciprocal compacting construction working on the downside of bridge deep basal pit, consequently facilitating to bridge deep basal pit
The convenient Ramming operation in downside increases to bridge deep foundation pit construction efficiency, effectively reduces labor workload, and the rammer of lower compaction plate
Positive activity simple operation；
When needing to carry out compacting construction working to bridge deep-foundation side wall, being moved to by the right compaction plate of mechanical arm hand control needs
Position is tamped, starts first motor and the first screw rod and first rotating shaft is driven to rotate simultaneously, the first screw rod drives the first slide guide
Sliding on block, the first slider guide drives sliding in the first adjustment seat until the first adjustment seat top end face is abutted with the first adjusting cavity roof,
At this point, the first top pressure cam is detached from top pressure cooperation with second piston block, meanwhile, first rotating shaft rotation drives the second slider guide to the right
Sliding, the second adjustment seat is driven to slide to the right for the second slider guide until the second adjustment seat right end face and the second adjusting cavity right end wall
It abuts, at this point, the second top pressure cam and the 4th piston block top pressure coordinate, then, starts the second motor and drive the first top pressure cam
And second top pressure cam rotate simultaneously, the reciprocal top pressure of four piston block of the second top pressure cam pair, the first top pressure cam dallies,
Due to the top pressure active force to the left of second the second top pressing board of top pressure spring pair, right compaction plate carries out bridge deep-foundation side wall reciprocal
Construction working is tamped, so that convenient carry out storage to lower compaction plate and stretch out right compaction plate, lower compaction plate and right compaction plate
Synchronous progress is adjusted, simple operation is adjusted, convenient for carrying out Ramming operation to bridge deep-foundation side wall, effectively reduces manual working
Amount, is worth of widely use.
Description of the drawings
Fig. 1 is overall structure diagram inside a kind of efficiently bridge construction method of deep foundation ditch of the present invention；
Fig. 2 is the partial enlargement structural representation in Fig. 1；
Fig. 3 is the partial enlargement structural representation in Fig. 1.
Specific implementation mode
With reference to Fig. 1-3, the present invention is described in detail.
Referring to Fig.1-3, a kind of efficiently bridge construction method of deep foundation ditch according to an embodiment of the invention, using a kind of
Bridge deep foundation pit construction equipment, a kind of bridge deep foundation pit construction equipment include being fixedly mounted on 124 downside of mechanical arm hand
Construction frame body 100,100 bottom end face of construction frame body is interior to be equipped with the first accommodating chamber 109,109 roof of the first accommodating chamber
Connection is equipped with the first adjusting cavity 114, and being slidably installed in first adjusting cavity 114 has the first adjustment seat 200, and described first
It is equipped with lower reinforcement mechanism in adjustment seat 200, equipped with the second accommodating chamber 131 in 100 right end face of construction frame body, described second
The connection of 131 left side wall of accommodating chamber is equipped with the second adjusting cavity 128, and being slidably installed in second adjusting cavity 128 has the second tune
Seat 306 is saved, right reinforcement mechanism is equipped in second adjustment seat 306, first is equipped in 114 inner left wall of the first adjusting cavity
Guide runner 113, first guide runner, 113 upside are equipped with the first drive cavity 121, are slidably matched in first guide runner 113
First slider guide 112 is installed, first slider guide 112 is fixedly connected with first adjustment seat 200, first slide guide
112 screw-internal thread fit of block is equipped with the first screw rod 111, first screw rod, 111 bottom extending end and first guide runner
113 inner bottom walls are rotatably assorted connection, and first screw rod, 111 top extending end be connected by power has a first motor 115, and described
One motor 115 is fixedly arranged in 113 inner roof wall of the first guide runner, in 115 top power cooperation of the first motor peace and quiet have
First rotating shaft 116, the first rotating shaft 116, which is rotatably assorted, to be installed in the construction frame body 100 and stretches into first drive cavity
In 121,116 top end of the first rotating shaft is installed with the first cone pulley 117, and first cone pulley, 117 right side intermeshing is set
There are the second cone pulley 122,122 right end face of the second cone pulley to be installed with the second shaft 123, first drive cavity, 121 right side
128 inner roof wall of the second adjusting cavity in be equipped with the second guide runner 126, second shaft 123 is rotatably assorted mounted on institute
It states between the first drive cavity 121 and second guide runner 126, being slidably installed in second guide runner 126 has second
Slider guide 125, second slider guide 125 are fixedly connected with second adjustment seat 306, spiral shell in second slider guide 125
Line cooperation is equipped with the second screw rod 127, and 127 left distal end of the second screw rod is fixed with 123 right end of the second shaft
Connection, second screw rod, 127 right side extending end is rotatably assorted with second guide runner, 126 right side inner wall and connect, described
The connection of first adjusting cavity 114 is equipped with the first top pressure chamber 108, and 108 internal clearance of the first top pressure chamber cooperation is equipped with the first top pressure
Cam 107,107 right end face of the first top pressure cam are installed with third shaft 106,106 right end of third shaft
Power is connected with the second motor 105, and second motor 105 is fixedly arranged in the construction frame body 100, second motor
The second drive cavity 103 is equipped in the construction frame body 100 on 105 right sides, second motor, 105 right-hand end power is connected with the
Three cone pulleys 104,104 upside intermeshing of the third cone pulley are equipped with the 4th cone pulley 102, and 102 top of the 4th cone pulley is fixed
There is the 4th shaft 101, is equipped with and second adjusting cavity 128 in the construction frame body 100 of second drive cavity, 103 upside
It is connected to the second top pressure chamber 132 of setting, the 4th shaft 101 is rotatably assorted in the construction frame body 100 and stretches into
In the second top pressure chamber 132,101 top end of the 4th shaft is installed with the second top pressure cam 133, second top pressure
133 clearance fit of cam is mounted in the second top pressure chamber 132, and 100 bottom end face of construction frame body is interior and right-hand end
Lighting device is additionally provided in face.
Valuably or illustratively, the lower reinforcement mechanism includes being arranged in 200 bottom end face of the first adjustment seat
The first sliding groove 211, be slidably installed in first sliding groove 211 first sliding seat 203, first sliding seat
The first cushion chamber 208 is equipped in 203, being slidably installed in first cushion chamber 208 has the first buffer board 205, and described the
Top pressure cooperation is equipped with the first buffer spring 204 between one buffer board, 205 top and 208 bottom wall of the first cushion chamber, described
First buffer board, 205 bottom end is installed with the first joining beam 207, and first joining beam 207 stretches out 203 bottom end of the first sliding seat
Outside face and bottom end is installed with lower compaction plate 206, and the second sliding groove 213, institute are equipped in 211 inner roof wall of the first sliding groove
It states to be slidably installed in the second sliding groove 213 and has the first top pressing board 214, first top pressing board 214 is slided with described first
Seat 203 is fixedly connected, and is left and right symmetrically arranged between 214 bottom face of the first top pressing board and 213 bottom wall of the second sliding groove
There is the first top pressure spring 212, is connected in 213 inner roof wall of the second sliding groove and is equipped with the first U-shaped hydraulic pressure slot 216, the first U
The cooperation of 216 left slide of shape hydraulic pressure slot is equipped with first piston block 215, the first piston block 215 and first top pressing board
214 are fixedly connected, and the first liquid 217 is equipped in the first U-shaped hydraulic pressure slot 216 of 215 upside of the first piston block, described
First U-shaped hydraulic pressure slot, 216 right side is slidably installed and has second piston block 201, the 216 right side bottom wall of the first U-shaped hydraulic pressure slot
Connection is equipped with the first open slot 202, and first open slot 202 is connected to the first top pressure chamber 108, to pass through the first top
Belling wheel 107 automatically controls 201 reciprocal top pressure of second piston block the lower compaction plate 206 to being carried out on the downside of bridge deep basal pit
Tamp construction working.
Valuably or illustratively, the right reinforcement mechanism includes being arranged in 306 right end face of the second adjustment seat
Third sliding groove 303, be slidably installed in the third sliding groove 303 second sliding seat 315, second sliding seat
The second cushion chamber 317 is equipped in 315, being slidably installed in second cushion chamber 317 has the second buffer board 302, and described the
Top pressure cooperation is equipped with the second buffer spring 316 between two buffer boards, 302 left-hand end and 317 left side wall of the second cushion chamber,
Second buffer board, 302 right-hand end is installed with the second joining beam 301, and second joining beam 301 stretches out second sliding seat 315
Right end face is outer and right end is installed with right compaction plate 300, and the 4th sliding is equipped in 303 inner left wall of third sliding groove
Slot 313, being slidably installed in the 4th sliding groove 313 has the second top pressing board 312, second top pressing board 312 with it is described
Second sliding seat 315 is fixedly connected, between 312 right side of the second top pressing board and 313 right side wall of the 4th sliding groove on
Under be symmetrically installed with the second top pressure spring 314, in 313 inner left wall of the 4th sliding groove connection be equipped with the second U-shaped hydraulic pressure slot
308,308 upside of the second U-shaped hydraulic pressure slot is slidably installed and has third piston block 311, the third piston block 311 and institute
It states the second top pressing board 312 to be fixedly connected, second is equipped in the second U-shaped hydraulic pressure slot 308 in 311 left side of the third piston block
Liquid 307,308 downside of the second U-shaped hydraulic pressure slot are slidably installed and have the 4th piston block 305, the second U-shaped hydraulic pressure slot
308 downside right end wall connections are equipped with the second open slot 304, and second open slot 304 is connected to the second top pressure chamber 132,
To by the second top pressure cam 133 to the 4th piston block 305 reciprocal top pressure by automatically control the right compaction plate 300 to bridge
Deep-foundation side wall carries out compacting construction working.
Valuably or illustratively, the lighting device include be respectively and fixedly installed to 100 bottom of construction frame body with
And the lamp holder 151 in right end face, illuminating lamp body 152 is installed in the lamp holder 151, consequently facilitating to the construction frame body
100 downsides and right side carry out illuminating effect.
Described method includes following steps：
When original state, the first adjustment seat 200 is in 114 bottom wall of the first adjusting cavity, and lower compaction plate 206 stretches out construction frame body 100
Outside bottom end face, the first top pressure cam 107 coordinates with 201 top pressure of second piston block；Second adjustment seat 306 is in the second adjusting cavity
128 left side walls, right compaction plate 300 are fully inserted into the second accommodating chamber 131, and the second top pressure cam 133 and the 4th piston block 305 are de-
Coordinate from top pressure；
When needing to carrying out compacting construction working on the downside of bridge deep basal pit, lower compaction plate 206 is controlled by mechanical arm hand 124 and is moved
It moves to compacting position is needed, starts the second motor 105 and the first top pressure cam 107 and the second top pressure cam 133 is driven to turn simultaneously
Dynamic, the first top pressure cam 107 dallies to 201 reciprocal top pressure of second piston block, the second top pressure cam 133, due to the first top
Pressing spring 212 is to the upward top pressure active force of the first top pressing board 214, and lower compaction plate 206 on the downside of bridge deep basal pit to carrying out back and forth
Tamp construction working；
When needing to carry out compacting construction working to bridge deep-foundation side wall, right compaction plate 300 is controlled by mechanical arm hand 124 and is moved
It moves to compacting position is needed, starts first motor 115 and the first screw rod 111 and first rotating shaft 116 is driven to rotate simultaneously, the first spiral shell
Bar 111 drives and is slided on the first slider guide 112, and the first slider guide 112 drives sliding until the first adjustment seat in the first adjustment seat 200
200 top end faces are abutted with 114 roof of the first adjusting cavity, at this point, the first top pressure cam 107 is detached from top pressure with second piston block 201
Cooperation, meanwhile, the rotation of first rotating shaft 116 drives the second slider guide 125 to slide to the right, and the second slider guide 125 drives second to adjust
The sliding to the right of seat 306 is until 306 right end face of the second adjustment seat is abutted with 128 right end wall of the second adjusting cavity, at this point, the second top pressure
Cam 133 and 305 top pressure of the 4th piston block coordinate, and then, start the second motor 105 and drive the first top pressure cam 107 and the
Two top pressure cams 133 rotate simultaneously, the second top pressure cam 133 to four piston blocks, 305 reciprocal top pressure, the first top pressure cam 107 into
Row idle running, since the second top pressure spring 314 is to the top pressure active force to the left of the second top pressing board 312, right compaction plate 300 is to bridge depth
Foundation pit side-wall carries out reciprocal compacting construction working.
The beneficial effects of the invention are as follows：The configuration of the present invention is simple, it is easy to operate, by the way that in the initial state, first is adjusted
Seat is in the first adjusting cavity bottom wall, and lower compaction plate stretches out outside construction frame body bottom end face, the first top pressure cam and second piston block
Top pressure coordinates；Second adjustment seat is in the second adjusting cavity left side wall, and right compaction plate is fully inserted into the second accommodating chamber, the second top pressure
Cam and the 4th piston block are detached from top pressure cooperation, consequently facilitating right compaction plate is stored, reduce present apparatus volume, under convenient
Compaction plate carries out Ramming operation；
Compaction plate, which is moved to, when needing to carrying out compacting construction working on the downside of bridge deep basal pit, under being controlled by mechanical arm hand needs
Position is tamped, starts the second motor and the first top pressure cam and the second top pressure cam is driven to rotate simultaneously, the first top pressure cam
To the reciprocal top pressure of second piston block, the second top pressure cam dallies, upward due to first the first top pressing board of top pressure spring pair
Top pressure active force, lower compaction plate is to carrying out reciprocal compacting construction working on the downside of bridge deep basal pit, consequently facilitating to bridge deep basal pit
The convenient Ramming operation in downside increases to bridge deep foundation pit construction efficiency, effectively reduces labor workload, and the rammer of lower compaction plate
Positive activity simple operation；
When needing to carry out compacting construction working to bridge deep-foundation side wall, being moved to by the right compaction plate of mechanical arm hand control needs
Position is tamped, starts first motor and the first screw rod and first rotating shaft is driven to rotate simultaneously, the first screw rod drives the first slide guide
Sliding on block, the first slider guide drives sliding in the first adjustment seat until the first adjustment seat top end face is abutted with the first adjusting cavity roof,
At this point, the first top pressure cam is detached from top pressure cooperation with second piston block, meanwhile, first rotating shaft rotation drives the second slider guide to the right
Sliding, the second adjustment seat is driven to slide to the right for the second slider guide until the second adjustment seat right end face and the second adjusting cavity right end wall
It abuts, at this point, the second top pressure cam and the 4th piston block top pressure coordinate, then, starts the second motor and drive the first top pressure cam
And second top pressure cam rotate simultaneously, the reciprocal top pressure of four piston block of the second top pressure cam pair, the first top pressure cam dallies,
Due to the top pressure active force to the left of second the second top pressing board of top pressure spring pair, right compaction plate carries out bridge deep-foundation side wall reciprocal
Construction working is tamped, so that convenient carry out storage to lower compaction plate and stretch out right compaction plate, lower compaction plate and right compaction plate
Synchronous progress is adjusted, simple operation is adjusted, convenient for carrying out Ramming operation to bridge deep-foundation side wall, effectively reduces manual working
Amount, is worth of widely use.
Those skilled in the art can define, can in the case of not departing from overall spirit and the design of the present invention
To make the various modifications for above example.It each falls within protection scope of the present invention.The protection scheme of the present invention
It is subject to claims appended hereto.
Claims (4)
1. a kind of efficiently bridge construction method of deep foundation ditch, uses a kind of bridge deep foundation pit construction equipment, a kind of bridge
Deep foundation pit construction equipment includes being fixedly mounted on the construction frame body of mechanical arm subordinate side, it is characterised in that：The construction frame body bottom
The first accommodating chamber is equipped in end surface, the first accommodating chamber roof, which is connected to, is equipped with the first adjusting cavity, in first adjusting cavity
Being slidably installed has the first adjustment seat, and lower reinforcement mechanism, the construction frame body right end face are equipped in first adjustment seat
It is inside equipped with the second accommodating chamber, the second accommodating chamber left side wall connection is equipped with the second adjusting cavity, is slided in second adjusting cavity
Cooperation is equipped with the second adjustment seat, is equipped with right reinforcement mechanism in second adjustment seat, in the first adjusting cavity inner left wall
Equipped with the first guide runner, it is equipped with the first drive cavity on the upside of first guide runner, is slidably installed in first guide runner
There are the first slider guide, first slider guide to be fixedly connected with first adjustment seat, the first slider guide screw-internal thread fit
First screw rod is installed, first screw rod bottom extending end is rotatably assorted with the first guide runner inner bottom wall and connect, institute
Stating the first screw tip extending end be connected by power has first motor, the first motor to be fixedly arranged on top in first guide runner
In wall, in the cooperation of the first motor top power peace and quiet have a first rotating shaft, the first rotating shaft is rotatably assorted described in installation and applies
It in movements and postures of actors body and stretches into first drive cavity, the first rotating shaft top end is installed with the first cone pulley, first cone
The intermeshing of wheel right side is equipped with the second cone pulley, and the second cone pulley right end face is installed with the second shaft, first drive cavity
The second guide runner is equipped in the second adjusting cavity inner roof wall on right side, second shaft is rotatably assorted mounted on described first
Between drive cavity and second guide runner, being slidably installed in second guide runner has the second slider guide, and described second
Slider guide is fixedly connected with second adjustment seat, and the second slider guide screw-internal thread fit is equipped with the second screw rod, and described
Two screw rod left distal ends are fixedly connected with the second shaft right end, extending end and described the on the right side of second screw rod
Inner wall is rotatably assorted connection on the right side of two guide runners, and the first adjusting cavity connection is equipped with the first top pressure chamber, the first top pressure chamber
Internal clearance cooperation is equipped with the first top pressure cam, and the first top pressure cam right end face is installed with third shaft, the third
Shaft right end power is connected with the second motor, and second motor is fixedly arranged in the scaffold body, and described second
The second drive cavity is equipped in scaffold body on the right side of motor, the second motor right-hand end power is connected with third cone pulley,
Intermeshing is equipped with the 4th cone pulley on the upside of the third cone pulley, and the 4th cone pulley top is installed with the 4th shaft, and described second
It is equipped with the second top pressure chamber for be connected to and being arranged with second adjusting cavity in the scaffold body on the upside of drive cavity, described 4th turn
Shaft rotation is dynamic to be fitted in the scaffold body and stretches into the second top pressure intracavitary, and the 4th shaft top end is fixed
There are the second top pressure cam, second top pressure cam clearance to be fitted to the second top pressure intracavitary, the construction frame body bottom
It is additionally provided with lighting device in end surface and in right end face.
2. a kind of efficiently bridge construction method of deep foundation ditch according to claim 1, it is characterised in that：The lower rammer compacter
Structure includes the first sliding groove being arranged in the first adjustment seat bottom end face, is slidably installed in first sliding groove
First sliding seat, first sliding seat is interior to be equipped with the first cushion chamber, and being slidably installed in first cushion chamber has first
Buffer board, top pressure, which coordinates, between first buffer board top and the first cushion chamber bottom wall is equipped with the first buffer spring,
First buffer board bottom end is installed with the first joining beam, and first joining beam stretches out outside the first sliding seat bottom end face and bottom
Portion end is installed with lower compaction plate, and the second sliding groove is equipped in the first sliding groove inner roof wall, is slided in second sliding groove
Dynamic cooperation is equipped with the first top pressing board, and first top pressing board is fixedly connected with first sliding seat, first top pressing board
It is left and right symmetrically arranged the first top pressure spring, the second sliding groove inner roof wall between bottom face and the second sliding groove bottom wall
Interior connection is equipped with the first U-shaped hydraulic pressure slot, and the first U-shaped hydraulic pressure slot left slide cooperation is equipped with first piston block, and described the
One piston block is fixedly connected with first top pressing board, is equipped in the first U-shaped hydraulic pressure slot on the upside of the first piston block
First liquid, the first U-shaped hydraulic pressure slot right side is slidably installed and has second piston block, on the right side of the first U-shaped hydraulic pressure slot
Bottom wall connection is equipped with the first open slot, and first open slot is connected to the first top pressure chamber.
3. a kind of efficiently bridge construction method of deep foundation ditch according to claim 1, it is characterised in that：The right rammer compacter
Structure includes the third sliding groove being arranged in the second adjustment seat right end face, is slidably installed in the third sliding groove
Second sliding seat, second sliding seat is interior to be equipped with the second cushion chamber, and being slidably installed in second cushion chamber has second
Buffer board, top pressure, which coordinates, between the second buffer board left-hand end and the second cushion chamber left side wall is equipped with the second buffering elastic
Spring, the second buffer board right-hand end are installed with the second joining beam, and second joining beam stretches out the second sliding seat right end face
Outer and right end is installed with right compaction plate, and the 4th sliding groove is equipped in the third sliding groove inner left wall, and the described 4th slides
Being slidably installed in dynamic slot has the second top pressing board, and second top pressing board is fixedly connected with second sliding seat, and described the
Symmetrical above and below between two top pressing board right sides and the 4th sliding groove right side wall to be equipped with the second top pressure spring, the described 4th slides
Connection is equipped with the second U-shaped hydraulic pressure slot in dynamic slot inner left wall, and being slidably installed on the upside of the second U-shaped hydraulic pressure slot has third work
Chock, the third piston block are fixedly connected with second top pressing board, the second U-shaped liquid on the left of the third piston block
Second liquid is equipped in indent, being slidably installed on the downside of the second U-shaped hydraulic pressure slot has the 4th piston block, second U-shaped
The connection of right end wall is equipped with the second open slot on the downside of hydraulic pressure slot, and second open slot is connected to the second top pressure chamber.
4. a kind of efficiently bridge construction method of deep foundation ditch according to claim 1, it is characterised in that：The lighting device
Including the lamp holder being respectively and fixedly installed in the construction frame body bottom and right end face, headlamp is installed in the lamp holder
Body；
Described method includes following steps：
When original state, the first adjustment seat is in the first adjusting cavity bottom wall, and lower compaction plate stretches out outside construction frame body bottom end face, the
One top pressure cam coordinates with second piston block top pressure；Second adjustment seat is in the second adjusting cavity left side wall, and right compaction plate is stretched completely
Enter in the second accommodating chamber, the second top pressure cam and the 4th piston block are detached from top pressure cooperation；
Compaction plate, which is moved to, when needing to carrying out compacting construction working on the downside of bridge deep basal pit, under being controlled by mechanical arm hand needs
Position is tamped, starts the second motor and the first top pressure cam and the second top pressure cam is driven to rotate simultaneously, the first top pressure cam
To the reciprocal top pressure of second piston block, the second top pressure cam dallies, upward due to first the first top pressing board of top pressure spring pair
Top pressure active force, lower compaction plate is to carrying out reciprocal compacting construction working on the downside of bridge deep basal pit；
When needing to carry out compacting construction working to bridge deep-foundation side wall, being moved to by the right compaction plate of mechanical arm hand control needs
Position is tamped, starts first motor and the first screw rod and first rotating shaft is driven to rotate simultaneously, the first screw rod drives the first slide guide
Sliding on block, the first slider guide drives sliding in the first adjustment seat until the first adjustment seat top end face is abutted with the first adjusting cavity roof,
At this point, the first top pressure cam is detached from top pressure cooperation with second piston block, meanwhile, first rotating shaft rotation drives the second slider guide to the right
Sliding, the second adjustment seat is driven to slide to the right for the second slider guide until the second adjustment seat right end face and the second adjusting cavity right end wall
It abuts, at this point, the second top pressure cam and the 4th piston block top pressure coordinate, then, starts the second motor and drive the first top pressure cam
And second top pressure cam rotate simultaneously, the reciprocal top pressure of four piston block of the second top pressure cam pair, the first top pressure cam dallies,
Due to the top pressure active force to the left of second the second top pressing board of top pressure spring pair, right compaction plate carries out bridge deep-foundation side wall reciprocal
Tamp construction working.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201810704144.3A CN108625379A (en) | 2018-06-30 | 2018-06-30 | A kind of efficiently bridge construction method of deep foundation ditch |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201810704144.3A CN108625379A (en) | 2018-06-30 | 2018-06-30 | A kind of efficiently bridge construction method of deep foundation ditch |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN108625379A true CN108625379A (en) | 2018-10-09 |
Family
ID=63688704
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201810704144.3A Withdrawn CN108625379A (en) | 2018-06-30 | 2018-06-30 | A kind of efficiently bridge construction method of deep foundation ditch |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN108625379A (en) |
-
2018
- 2018-06-30 CN CN201810704144.3A patent/CN108625379A/en not_active Withdrawn
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Application publication date: 20181009 |