CN108625380B - A kind of bridge deep foundation pit construction equipment and its application method - Google Patents
A kind of bridge deep foundation pit construction equipment and its application method Download PDFInfo
- Publication number
- CN108625380B CN108625380B CN201810704145.8A CN201810704145A CN108625380B CN 108625380 B CN108625380 B CN 108625380B CN 201810704145 A CN201810704145 A CN 201810704145A CN 108625380 B CN108625380 B CN 108625380B
- Authority
- CN
- China
- Prior art keywords
- press
- adjustment seat
- wall
- sliding groove
- piston block
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Active
Links
Classifications
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D3/00—Improving or preserving soil or rock, e.g. preserving permafrost soil
- E02D3/02—Improving by compacting
- E02D3/046—Improving by compacting by tamping or vibrating, e.g. with auxiliary watering of the soil
-
- 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
-
- 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
Landscapes
- Engineering & Computer Science (AREA)
- Mining & Mineral Resources (AREA)
- Life Sciences & Earth Sciences (AREA)
- Structural Engineering (AREA)
- General Engineering & Computer Science (AREA)
- Civil Engineering (AREA)
- Paleontology (AREA)
- General Life Sciences & Earth Sciences (AREA)
- Agronomy & Crop Science (AREA)
- Environmental & Geological Engineering (AREA)
- Soil Sciences (AREA)
- Buildings Adapted To Withstand Abnormal External Influences (AREA)
- Soil Working Implements (AREA)
- Bridges Or Land Bridges (AREA)
Abstract
The invention discloses a kind of bridge deep foundation pit construction equipment, a kind of bridge deep foundation pit construction equipment includes the construction frame body for being fixedly mounted on 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, it is slidably installed and first leads in first guide runner Sliding block.
Description
Technical field
The present invention relates to technical field of bridge construction, specially a kind of bridge deep foundation pit construction equipment and its application method.
Background technique
When to bridge deep foundation pit construction, need to carry out Ramming operation to deep basal pit bottom wall and side wall, to prevent from 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 construction efficiency is low, therefore, it is necessary to a kind of multi-functional bridge deep foundation pit constructions to set.
Summary of the invention
The purpose of the present invention is to provide a kind of bridge deep foundation pit construction equipment and its application methods, for overcoming existing skill
Drawbacks described above in art.
A kind of bridge deep foundation pit construction equipment according to the present invention, a kind of bridge deep foundation pit construction equipment include fixing
It is 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, described first holds
Chamber roof of receiving connection is equipped with the first adjusting cavity, and being slidably installed in first adjusting cavity has the first adjustment seat, and described first
It is equipped with lower reinforcement mechanism in adjustment seat, the second accommodating chamber is equipped in the construction frame body right end face, second accommodating chamber is left
Side wall connection is equipped with the second adjusting cavity, and being slidably installed in second adjusting cavity has the second adjustment seat, and described second is adjusted
It is equipped with right reinforcement mechanism in, the first guide runner, the first guide runner upside are equipped in the first adjusting cavity inner left wall
Equipped with the first drive cavity, being slidably installed in first guide runner has the first slider guide, first slider guide with it is described
First adjustment seat is fixedly connected, and the first slider guide screw-internal thread fit is equipped with the first screw rod, and first screw rod bottom is prolonged
It stretches end and is rotatably assorted with the first guide runner inner bottom wall and connect, the first screw tip extending end has been connected by power
One motor, the first motor are fixedly arranged in the first guide runner inner roof wall, and first motor top power is coupled
There is first rotating shaft, the first rotating shaft, which is rotatably assorted, to be installed in the scaffold body and protrude into first drive cavity, described
First rotating shaft top end is installed with the first cone pulley, is intermeshed on the right side of first cone pulley and is equipped with the second cone pulley, and described second
Cone pulley right end face is installed with the second shaft, and second is equipped in the second adjusting cavity inner roof wall on the right side of first drive cavity
Guide runner, second shaft, which is rotatably assorted, to be mounted between first drive cavity and second guide runner, and described second
Being slidably installed in guide runner has the second slider guide, and second slider guide is fixedly connected with second adjustment seat, described
Second slider guide screw-internal thread fit is equipped with the second screw rod, the second screw rod left distal end and the second shaft right end
It being fixedly connected, extending end is rotatably assorted with the second guide runner right side inner wall and connect on the right side of second screw rod, and described the
The connection of one adjusting cavity is equipped with the first press chamber, and the intracavitary clearance fit of first press is equipped with the first press cam, and described the
One press cam right end face is installed with third shaft, and the third shaft right end power is connected with the second motor,
Second motor is fixedly arranged in the scaffold body, and the second drive cavity is equipped in the scaffold body on the right side of second motor,
The second motor right-hand end power is connected with third cone pulley, and intermeshing is equipped with the 4th cone on the upside of the third cone pulley
Wheel, the 4th cone pulley top are installed with the 4th shaft, are equipped with and institute in the scaffold body on the upside of second drive cavity
The second press chamber of the second adjusting cavity connection setting is stated, the 4th shaft, which is rotatably assorted, to be mounted in the scaffold body and stretch
Enter that second press is intracavitary, and the 4th shaft top end is installed with the second press cam, between the second press cam
It is intracavitary that gap is fitted to second press.
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, first buffer board top and first buffering
Press is fitted 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, top 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, and is symmetrically pacified 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 hydraulic slot of the first U-shaped in the second sliding groove inner roof wall, and first U-shaped is hydraulic
Slot left slide is fitted with first piston block, and the first piston block is fixedly connected with first top pressing board, and described
The first liquid is equipped in the hydraulic slot of the first U-shaped on the upside of one piston block, be slidably matched peace on the right side of the hydraulic slot of the first U-shaped
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 hydraulic slot of the first U-shaped
State the connection of the first press 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
It rushing press between chamber left side wall and is fitted with the second buffer spring, 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 equipped with the hydraulic slot of the second U-shaped in the 4th sliding groove inner left wall, described
Being slidably installed on the upside of the hydraulic slot of second U-shaped has third piston block, and the third piston block is fixed with second top pressing board
Connection, is equipped with second liquid in the hydraulic slot of the second U-shaped on the left of the third piston block, under the hydraulic slot of the second U-shaped
Slideslip is fitted with the 4th piston block, and the connection of right end wall is equipped with the second open slot on the downside of the hydraulic slot of the second U-shaped, described
Second open slot is connected to the second press chamber.
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 construction frame body bottom end face
Outside, the first press cam and the press of second piston block cooperate；Second adjustment seat is in the second adjusting cavity left side wall, and right compaction plate is complete
It protrudes into the second accommodating chamber entirely, the second press cam and the 4th piston block are detached from press cooperation；
When needing to compacting construction working is carried out on the downside of bridge deep basal pit, it is mobile that lower compaction plate is controlled by mechanical arm hand
To needing to tamp position, the second motor of starting drives the first press cam and the second press cam to rotate simultaneously, the first press
Cam back and forth presses second piston block, and the second press cam dallies, since the first top pressure spring is to the first top pressing board
Press active force upwards, lower compaction plate is to the reciprocal compacting construction working of progress on the downside of bridge deep basal pit；
When needing to carry out compacting construction working to bridge deep-foundation side wall, it is mobile that right compaction plate is controlled by mechanical arm hand
To needing to tamp position, starting first motor drives the first screw rod and first rotating shaft to rotate simultaneously, and the first screw rod drives first
Sliding on slider guide, the first slider guide drives sliding in the first adjustment seat until the first adjustment seat top end face is supported with the first adjusting cavity roof
It connects, at this point, the first press cam and second piston block are detached from press cooperation, meanwhile, first rotating shaft rotation drives the second slider guide
It slides to the right, 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 are right
End wall abuts, at this point, the second press cam and the press of the 4th piston block cooperate, then, the second motor of starting drives the first press
Cam and the second press cam rotate simultaneously, and the second press cam back and forth presses four piston blocks, and the first press cam carries out
Idle running, since the second top pressure spring is to the press active force to the left of the second top pressing board, right compaction plate to bridge deep-foundation side wall into
The reciprocal compacting construction working of row.
The beneficial effects of the present invention are: the configuration of the present invention is simple, 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 press cam and second piston block
Press cooperation；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 press
Cam and the 4th piston block are detached from press cooperation, consequently facilitating right compaction plate is stored, reduce present apparatus volume, under convenient
Compaction plate carries out Ramming operation；
When needing to compacting construction working is carried out on the downside of bridge deep basal pit, it is mobile that lower compaction plate is controlled by mechanical arm hand
To needing to tamp position, the second motor of starting drives the first press cam and the second press cam to rotate simultaneously, the first press
Cam back and forth presses second piston block, and the second press cam dallies, since the first top pressure spring is to the first top pressing board
Press active force upwards, lower compaction plate is to reciprocal compacting construction working is carried out on the downside of bridge deep basal pit, consequently facilitating to bridge depth
Convenient Ramming operation on the downside of foundation pit, increases to bridge deep foundation pit construction efficiency, effectively reduces labor workload, and lower compaction plate
Ramming operation operation it is convenient；
When needing to carry out compacting construction working to bridge deep-foundation side wall, it is mobile that right compaction plate is controlled by mechanical arm hand
To needing to tamp position, starting first motor drives the first screw rod and first rotating shaft to rotate simultaneously, and the first screw rod drives first
Sliding on slider guide, the first slider guide drives sliding in the first adjustment seat until the first adjustment seat top end face is supported with the first adjusting cavity roof
It connects, at this point, the first press cam and second piston block are detached from press cooperation, meanwhile, first rotating shaft rotation drives the second slider guide
It slides to the right, 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 are right
End wall abuts, at this point, the second press cam and the press of the 4th piston block cooperate, then, the second motor of starting drives the first press
Cam and the second press cam rotate simultaneously, and the second press cam back and forth presses four piston blocks, and the first press cam carries out
Idle running, since the second top pressure spring is to the press active force to the left of the second top pressing board, right compaction plate to bridge deep-foundation side wall into
It goes and back and forth tamps construction working, so that convenient carry out storage to lower compaction plate and stretch out right compaction plate, lower compaction plate and the right side
Compaction plate adjusts synchronous progress, and adjusting operation is convenient, convenient for carrying out Ramming operation to bridge deep-foundation side wall, is effectively reduced manually
Workload is worth of widely use.
Detailed description of the invention
Fig. 1 is overall structure diagram inside a kind of bridge construction method of deep foundation ditch of the invention；
Fig. 2 is the partial enlargement structural representation in Fig. 1；
Fig. 3 is the partial enlargement structural representation in Fig. 1.
Specific embodiment
Below with reference to Fig. 1-3, the present invention is described in detail.
Referring to Fig.1-3, a kind of bridge deep foundation pit construction equipment of embodiment according to the present invention, a kind of bridge depth base
Hole construction equipment includes the construction frame body 100 for being fixedly mounted on 124 downside of mechanical arm hand, 100 bottom end face of construction frame body
It is inside equipped with the first accommodating chamber 109,109 roof of the first accommodating chamber connection is equipped with the first adjusting cavity 114, first adjusting cavity
Being slidably installed in 114 has the first adjustment seat 200, is equipped with lower reinforcement mechanism, the scaffold in first adjustment seat 200
The second accommodating chamber 131 is equipped in 100 right end face of body, 131 left side wall of the second accommodating chamber connection is equipped with the second adjusting cavity
128, being slidably installed in second adjusting cavity 128 has the second adjustment seat 306, is equipped with the right side in second adjustment seat 306
Reinforcement mechanism, 114 inner left wall of the first adjusting cavity is interior to be equipped with the first guide runner 113, sets on the upside of first guide runner 113
There is the first drive cavity 121, being slidably installed in first guide runner 113 has the first slider guide 112, first slider guide
112 are fixedly connected with first adjustment seat 200, and 112 screw-internal thread fit of the first slider guide is equipped with the first screw rod 111,
First screw rod, the 111 bottom extending end is rotatably assorted with 113 inner bottom wall of the first guide runner to be connect, first screw rod
111 top extending ends have been connected by power first motor 115, and the first motor 115 is fixedly arranged in first guide runner 113
In roof, the 115 top power of first motor is fitted with first rotating shaft 116, and the first rotating shaft 116 is rotatably assorted peace
It fills in the construction frame body 100 and protrudes into first drive cavity 121,116 top end of first rotating shaft is installed with the
One cone pulley 117, intermeshing is equipped with the second cone pulley 122,122 right end face of the second cone pulley on the right side of first cone pulley 117
It is installed with the second shaft 123, second is equipped in 128 inner roof wall of the second adjusting cavity on 121 right side of the first drive cavity and leads
Sliding slot 126, second shaft 123 be rotatably assorted be mounted on first drive cavity 121 and second guide runner 126 it
Between, being slidably installed in second guide runner 126 has the second slider guide 125, second slider guide 125 and described second
Adjustment seat 306 is fixedly connected, and 125 screw-internal thread fit of the second slider guide is equipped with the second screw rod 127, second screw rod
127 left distal ends are fixedly connected with 123 right end of the second shaft, the 127 right side extending end of the second screw rod and institute
It states 126 right side inner wall of the second guide runner to be rotatably assorted connection, the connection of the first adjusting cavity 114 is equipped with the first press chamber 108, institute
It states 108 internal clearance of the first press chamber and is fitted with the first press cam 107, the first press 107 right end face of cam is solid
Equipped with third shaft 106, the 106 right end power of third shaft is connected with the second motor 105, second motor
105 are fixedly arranged in the construction frame body 100, are equipped with the second drive cavity in the construction frame body 100 on 105 right side of the second motor
103, the 105 right-hand end power of the second motor is connected with third cone pulley 104, and 104 upside of third cone pulley is mutually nibbled
It closes and is equipped with the 4th cone pulley 102,102 top of the 4th cone pulley is installed with the 4th shaft 101,103 upside of the second drive cavity
The construction frame body 100 in be equipped be connected to second adjusting cavity 128 setting second press chamber 132, described 4th turn
Axis 101, which is rotatably assorted, to be mounted in the construction frame body 100 and protrudes into the second press chamber 132, the 4th shaft 101
Top end is installed with the second press cam 133, and the second press 133 clearance fit of cam is mounted on the second press chamber
In 132.
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
Press is fitted 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, is equipped with the second sliding groove 213, institute 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 and first sliding
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, connection is equipped with the hydraulic slot 216 of the first U-shaped, the first U in 213 inner roof wall of the second sliding groove
Hydraulic 216 left slide of slot of shape is fitted with first piston block 215, the first piston block 215 and first top pressing board
214 are fixedly connected, and are equipped with the first liquid 217 in the hydraulic slot 216 of first U-shaped of 215 upside of first piston block, described
Being slidably installed on the right side of the hydraulic slot 216 of first U-shaped has second piston block 201, the hydraulic 216 right side bottom wall of slot of the first U-shaped
Connection is equipped with the first open slot 202, and first open slot 202 is connected to the first press chamber 108, to pass through the first top
Belling wheel 107 back and forth presses second piston block 201 and automatically controls the lower compaction plate 206 to progress 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
Press is fitted 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, connection is equipped with the hydraulic slot of the second U-shaped in 313 inner left wall of the 4th sliding groove
308, being slidably installed on the upside of the hydraulic slot 308 of the second U-shaped has third piston block 311, the third piston block 311 and institute
It states the second top pressing board 312 to be fixedly connected, is equipped with second in the hydraulic slot 308 of second U-shaped in 311 left side of third piston block
Liquid 307, being slidably installed on the downside of the hydraulic slot 308 of the second U-shaped has the 4th piston block 305, the hydraulic slot of the second U-shaped
The connection of 308 downside right end walls is equipped with the second open slot 304, and second open slot 304 is connected to the second press chamber 132,
To which by the second press cam 133, to the 4th piston block 305, back and forth press automatically controls the right compaction plate 300 to bridge
Deep-foundation side wall carries out compacting construction working.
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
Outside 100 bottom end faces, the first press cam 107 and the press of second piston block 201 cooperate；Second adjustment seat 306 is in second and adjusts
128 left side wall of chamber is saved, right compaction plate 300 is fully inserted into the second accommodating chamber 131, the second press cam 133 and the 4th piston block
305 are detached from press cooperation；
When needing to compacting construction working is carried out on the downside of bridge deep basal pit, lower compaction plate is controlled by mechanical arm hand 124
206 are moved to and need to tamp position, and the second motor 105 of starting drives the first press cam 107 and the second press cam 133 same
When rotate, the first press cam 107 back and forth presses second piston block 201, and the second press cam 133 dallies, due to the
One top pressure spring 212 is to the upward press active force of the first top pressing board 214, and lower compaction plate 206 is to progress on the downside of bridge deep basal pit
Reciprocal compacting construction working；
When needing to carry out compacting construction working to bridge deep-foundation side wall, right compaction plate is controlled by mechanical arm hand 124
300 are moved to and need to tamp position, and starting first motor 115 drives the first screw rod 111 and first rotating shaft 116 to rotate simultaneously,
First screw rod 111 drives and slides on the first slider guide 112, and the first slider guide 112 drives sliding in the first adjustment seat 200 until first adjusts
Section 200 top end face of seat is abutted with 114 roof of the first adjusting cavity, at this point, the first press cam 107 and second piston block 201 are detached from
Press 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
Adjustment seat 306 is slided to the right 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, second
Press cam 133 and the 4th piston block 305 press cooperate, then, starting the second motor 105 drive first press cam 107 with
And second press cam 133 rotate simultaneously, for the second press cam 133 to the back and forth press of four piston blocks 305, first presses cam
107 dally, and since the second top pressure spring 314 is to the press active force to the left of the second top pressing board 312, right compaction plate 300 is right
Bridge deep-foundation side wall carries out reciprocal compacting construction working.
The beneficial effects of the present invention are: the configuration of the present invention is simple, 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 press cam and second piston block
Press cooperation；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 press
Cam and the 4th piston block are detached from press cooperation, consequently facilitating right compaction plate is stored, reduce present apparatus volume, under convenient
Compaction plate carries out Ramming operation；
When needing to compacting construction working is carried out on the downside of bridge deep basal pit, it is mobile that lower compaction plate is controlled by mechanical arm hand
To needing to tamp position, the second motor of starting drives the first press cam and the second press cam to rotate simultaneously, the first press
Cam back and forth presses second piston block, and the second press cam dallies, since the first top pressure spring is to the first top pressing board
Press active force upwards, lower compaction plate is to reciprocal compacting construction working is carried out on the downside of bridge deep basal pit, consequently facilitating to bridge depth
Convenient Ramming operation on the downside of foundation pit, increases to bridge deep foundation pit construction efficiency, effectively reduces labor workload, and lower compaction plate
Ramming operation operation it is convenient；
When needing to carry out compacting construction working to bridge deep-foundation side wall, it is mobile that right compaction plate is controlled by mechanical arm hand
To needing to tamp position, starting first motor drives the first screw rod and first rotating shaft to rotate simultaneously, and the first screw rod drives first
Sliding on slider guide, the first slider guide drives sliding in the first adjustment seat until the first adjustment seat top end face is supported with the first adjusting cavity roof
It connects, at this point, the first press cam and second piston block are detached from press cooperation, meanwhile, first rotating shaft rotation drives the second slider guide
It slides to the right, 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 are right
End wall abuts, at this point, the second press cam and the press of the 4th piston block cooperate, then, the second motor of starting drives the first press
Cam and the second press cam rotate simultaneously, and the second press cam back and forth presses four piston blocks, and the first press cam carries out
Idle running, since the second top pressure spring is to the press active force to the left of the second top pressing board, right compaction plate to bridge deep-foundation side wall into
It goes and back and forth tamps construction working, so that convenient carry out storage to lower compaction plate and stretch out right compaction plate, lower compaction plate and the right side
Compaction plate adjusts synchronous progress, and adjusting operation is convenient, convenient for carrying out Ramming operation to bridge deep-foundation side wall, is effectively reduced manually
Workload is worth of widely use.
Those skilled in the art can define, can in the case of not departing from overall spirit of the invention and design
To make the various modifications for above embodiments.It falls within the scope of protection of the present invention.Protection scheme of the invention
It is subject to claims appended hereto.
Claims (3)
1. a kind of bridge deep foundation pit construction equipment, a kind of bridge deep foundation pit construction equipment includes being fixedly mounted on mechanical arm hand
The construction frame body of downside, it is characterised in that: the first accommodating chamber, first accommodating chamber are equipped in the construction frame body bottom end face
Roof connection is equipped with the first adjusting cavity, and being slidably installed in first adjusting cavity has the first adjustment seat, and described first is adjusted
It is equipped with lower reinforcement mechanism in seat, is equipped with the second accommodating chamber, the second accommodating chamber left side wall in the construction frame body right end face
Connection is equipped with the second adjusting cavity, and being slidably installed in second adjusting cavity has the second adjustment seat, in second adjustment seat
Equipped with right reinforcement mechanism, it is equipped with the first guide runner in the first adjusting cavity inner left wall, is equipped on the upside of first guide runner
First drive cavity, being slidably installed in first guide runner has the first slider guide, first slider guide and described first
Adjustment seat is fixedly connected, and the first slider guide screw-internal thread fit is equipped with the first screw rod, and first screw rod bottom extends end
End is rotatably assorted with the first guide runner inner bottom wall to be connect, and the first screw tip extending end has been connected by power the first electricity
Machine, the first motor are fixedly arranged in the first guide runner inner roof wall, and first motor top power is fitted with
One shaft, the first rotating shaft, which is rotatably assorted, to be installed in the scaffold body and protrudes into first drive cavity, described first
Shaft top end is installed with the first cone pulley, and intermeshing is equipped with the second cone pulley, second cone pulley on the right side of first cone pulley
Right end face is installed with the second shaft, and the second slide guide is equipped in the second adjusting cavity inner roof wall on the right side of first drive cavity
Slot, second shaft, which is rotatably assorted, to be mounted between first drive cavity and second guide runner, second slide guide
Being slidably installed in slot has the second slider guide, and second slider guide is fixedly connected with second adjustment seat, and described second
Slider guide screw-internal thread fit is equipped with the second screw rod, and the second screw rod left distal end is fixed with the second shaft right end
Connection, the second screw rod right side extending end is rotatably assorted with inner wall on the right side of second guide runner to be connect, and described first adjusts
It saves chamber connection and is equipped with the first press chamber, the intracavitary clearance fit of first press is equipped with the first press cam, first top
Belling wheel right end face is installed with third shaft, and the third shaft right end power is connected with the second motor, described
Second motor is fixedly arranged in the scaffold body, and the second drive cavity is equipped in the scaffold body on the right side of second motor, described
Second motor right-hand end power is connected with third cone pulley, and intermeshing is equipped with the 4th cone pulley, institute on the upside of the third cone pulley
It states the 4th cone pulley top and is installed with the 4th shaft, be equipped with and described second in the scaffold body on the upside of second drive cavity
Second press chamber of adjusting cavity connection setting, the 4th shaft be rotatably assorted be mounted in the scaffold body and protrude into it is described
Second press is intracavitary, and the 4th shaft top end is installed with the second press cam, second press cam clearance cooperation
It is intracavitary to be mounted on second press.
2. a kind of bridge deep foundation pit construction equipment according to claim 1, it is characterised in that: the lower reinforcement mechanism includes
The first sliding groove in the first adjustment seat bottom end face is set, and be slidably installed the first cunning in first sliding groove
Dynamic seat, first sliding seat is interior to be equipped with the first cushion chamber, and being slidably installed in first cushion chamber has the first buffer board,
It is pressed between first buffer board top and the first cushion chamber bottom wall and is fitted with the first buffer spring, described 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 end is solid
Equipped with lower compaction plate, the second sliding groove is equipped in the first sliding groove inner roof wall, be slidably matched peace in second sliding groove
Equipped with the first top pressing board, first top pressing board is fixedly connected with first sliding seat, the first top pressing board bottom face with
It is left and right symmetrically arranged the first top pressure spring between the second sliding groove bottom wall, connection is set in the second sliding groove inner roof wall
There is the hydraulic slot of the first U-shaped, the hydraulic slot left slide of the first U-shaped is fitted with first piston block, the first piston block
It is fixedly connected with first top pressing board, the first liquid is equipped in the hydraulic slot of the first U-shaped on the upside of the first piston block,
Being slidably installed on the right side of the hydraulic slot of first U-shaped has second piston block, and bottom wall connection is set on the right side of the hydraulic slot of the first U-shaped
There is the first open slot, first open slot is connected to the first press chamber.
3. a kind of bridge deep foundation pit construction equipment according to claim 1, it is characterised in that: the right reinforcement mechanism includes
Third sliding groove in the second adjustment seat right end face is set, and be slidably installed the second cunning in the third sliding groove
Dynamic seat, second sliding seat is interior to be equipped with the second cushion chamber, and being slidably installed in second cushion chamber has the second buffer board,
Press is fitted with the second buffer spring between the second buffer board left-hand end and the second cushion chamber left side wall, described
Second buffer board right-hand end is installed with the second joining beam, and second joining beam stretches out outside the second sliding seat right end face and right side
End is installed with right compaction plate, and the 4th sliding groove is equipped in the third sliding groove inner left wall, is slided in the 4th sliding groove
Dynamic to be fitted with the second top pressing board, second top pressing board is fixedly connected with second sliding seat, second top pressing board
It is symmetrical above and below between right side and the 4th sliding groove right side wall that the second top pressure spring, the 4th sliding groove left side are installed
Connection is equipped with the hydraulic slot of the second U-shaped in inner wall, and being slidably installed on the upside of the hydraulic slot of the second U-shaped has third piston block, institute
It states third piston block to be fixedly connected with second top pressing board, in the hydraulic slot of the second U-shaped on the left of the third piston block
Equipped with second liquid, being slidably installed on the downside of the hydraulic slot of the second U-shaped has the 4th piston block, the hydraulic slot of the second U-shaped
Right end wall connection in downside is equipped with the second open slot, and second open slot is connected to the second press chamber；
A kind of operating procedure of bridge deep foundation pit construction equipment is as follows:
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 press cam and the press of second piston block cooperate；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 press cam and the 4th piston block are detached from press cooperation；
Compaction plate, which is moved to, when needing to compacting construction working is carried out on the downside of bridge deep basal pit, under being controlled by mechanical arm hand needs
Position is tamped, the second motor of starting drives the first press cam and the second press cam to rotate simultaneously, the first press cam
Second piston block is back and forth pressed, the second press cam dallies, since the first top pressure spring is to the upward of the first top pressing board
Active force is pressed, lower compaction plate is to the reciprocal compacting construction working of progress 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 is needed
Position is tamped, starting first motor drives the first screw rod and first rotating shaft to rotate simultaneously, and 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 press cam and second piston block are detached from press cooperation, 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 press cam and the press of the 4th piston block cooperate, then, the second motor of starting drives the first press cam
And second press cam rotate simultaneously, second press cam four piston blocks are back and forth pressed, first press cam dallies,
Since the second top pressure spring is to the press active force to the left of the second top pressing board, right compaction plate carries out bridge deep-foundation side wall reciprocal
Tamp construction working.
Priority Applications (3)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201810704145.8A CN108625380B (en) | 2018-06-30 | 2018-06-30 | A kind of bridge deep foundation pit construction equipment and its application method |
| AU2019200466A AU2019200466B2 (en) | 2018-06-30 | 2019-01-23 | A Construction Equipment for Deep Foundation Pits of Bridges and Application Methods Thereof |
| GB1901230.1A GB2567361B (en) | 2018-06-30 | 2019-01-30 | A construction equipment for deep foundation pits of bridges |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201810704145.8A CN108625380B (en) | 2018-06-30 | 2018-06-30 | A kind of bridge deep foundation pit construction equipment and its application method |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN108625380A CN108625380A (en) | 2018-10-09 |
| CN108625380B true CN108625380B (en) | 2019-03-22 |
Family
ID=63689445
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201810704145.8A Active CN108625380B (en) | 2018-06-30 | 2018-06-30 | A kind of bridge deep foundation pit construction equipment and its application method |
Country Status (3)
| Country | Link |
|---|---|
| CN (1) | CN108625380B (en) |
| AU (1) | AU2019200466B2 (en) |
| GB (1) | GB2567361B (en) |
Families Citing this family (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110528493B (en) * | 2019-09-20 | 2021-01-29 | 中徽建技术有限公司 | Rod pit tamping device for electric power engineering |
| CN110629740B (en) * | 2019-09-30 | 2021-01-29 | 中徽建技术有限公司 | Tamping equipment for electric power engineering acting on side wall and bottom wall of pole pit |
| CN112502164B (en) * | 2020-12-04 | 2022-01-28 | 中国建筑第二工程局有限公司 | Civil engineering structure self-adaptation horizontal thrust controlling means |
| CN114215483B (en) * | 2021-12-17 | 2024-04-26 | 常州市宏业基础工程有限公司 | Hanging anchor frame and low-clearance rotary drilling rig comprising same |
| CN114960671B (en) * | 2022-05-31 | 2023-10-20 | 甘肃一安建设科技集团有限公司 | Foundation pit collapse-preventing supporting structure for building construction |
Family Cites Families (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN202610800U (en) * | 2011-12-30 | 2012-12-19 | 湖北中南勘察基础工程有限公司 | Large diameter soil anchor construction device |
| KR101677811B1 (en) * | 2014-12-18 | 2016-11-18 | 주식회사 진림건설 | Methode and structure for waling installation of soil guard |
| KR101715876B1 (en) * | 2016-06-08 | 2017-03-13 | 세광건설주식회사 | Soil guard structure |
| CN106869151A (en) * | 2017-02-20 | 2017-06-20 | 安徽新建控股集团有限公司 | A kind of bridge construction method of deep foundation ditch |
| CN108221928A (en) * | 2017-11-06 | 2018-06-29 | 钟志勇 | A kind of tamping unit of improved-type energy foundation pit backfill |
| CN107842014A (en) * | 2017-11-06 | 2018-03-27 | 王益忠 | A kind of tamping unit of energy foundation ditch backfill |
| CN108193601B (en) * | 2018-01-08 | 2020-12-25 | 广东省湛江公路工程大队 | Bridge construction method |
-
2018
- 2018-06-30 CN CN201810704145.8A patent/CN108625380B/en active Active
-
2019
- 2019-01-23 AU AU2019200466A patent/AU2019200466B2/en not_active Ceased
- 2019-01-30 GB GB1901230.1A patent/GB2567361B/en not_active Expired - Fee Related
Also Published As
| Publication number | Publication date |
|---|---|
| GB2567361B (en) | 2019-11-06 |
| GB2567361A (en) | 2019-04-10 |
| AU2019200466B2 (en) | 2019-04-04 |
| GB201901230D0 (en) | 2019-03-20 |
| CN108625380A (en) | 2018-10-09 |
| AU2019200466A1 (en) | 2019-02-14 |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN108625380B (en) | A kind of bridge deep foundation pit construction equipment and its application method | |
| CN107700317B (en) | A kind of compact road tamping unit | |
| CN107053464B (en) | Inserted and rammed concrete pouring equipment | |
| CN109237234A (en) | A kind of sound level meter and its fixing means with fixed device | |
| CN108221627A (en) | A kind of robot | |
| CN108625379A (en) | A kind of efficiently bridge construction method of deep foundation ditch | |
| CN107675599A (en) | A kind of building concrete road surface quick crashing device | |
| CN110355335A (en) | A kind of high polymer alloy casting husky die arrangement of casting | |
| CN214263928U (en) | Novel exhibition blade disc | |
| CN114108300A (en) | Fabric leveling and cutting equipment | |
| CN110405914A (en) | A kind of compression molding device of novel large Concrete brick | |
| CN209774994U (en) | Gypsum board extrusion equipment | |
| CN112930773A (en) | Device for digging pit during transplanting large trees | |
| CN218375251U (en) | Fixed bolster for engineering template | |
| CN219569602U (en) | Handheld frequency-adjustable concrete vibrating device | |
| CN110524712A (en) | A kind of integrated hydraulic formula template applied to prefabricated box -beam | |
| CN214832765U (en) | Backfill tamping device | |
| CN218204922U (en) | Beam column assembly node between standard of integrated form building | |
| CN218905758U (en) | Mould structure of building prefab | |
| CN218466467U (en) | Concrete leveling device | |
| CN219780581U (en) | Base station controller convenient to maintain | |
| CN212866992U (en) | Reinforcing support frame for integral translation of building | |
| CN220336358U (en) | Wall plastering device | |
| CN220666342U (en) | Hydraulic breaking hammer capable of being adjusted at multiple angles | |
| CN211638220U (en) | Spiral sand mixing mechanism for sand casting |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| PB01 | Publication | ||
| PB01 | Publication | ||
| SE01 | Entry into force of request for substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| TA01 | Transfer of patent application right | ||
| TA01 | Transfer of patent application right |
Effective date of registration: 20190225 Address after: 430000 Nine Groups of Xintiancun, Caidian Street, Caidian District, Wuhan City, Hubei Province Applicant after: WUHAN MUNICIPAL ROAD & BRIDGE CO., LTD. Address before: Room 302, 429 Xin'an Middle Road, Qujiang District, Quzhou City, Zhejiang Province Applicant before: Quzhou Yan hang Machinery Technology Co., Ltd. |
|
| GR01 | Patent grant | ||
| GR01 | Patent grant |