CN115288129A - Combined tool for placing reinforcement cage and concrete pouring guide pipe - Google Patents
Combined tool for placing reinforcement cage and concrete pouring guide pipe Download PDFInfo
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- CN115288129A CN115288129A CN202210975794.8A CN202210975794A CN115288129A CN 115288129 A CN115288129 A CN 115288129A CN 202210975794 A CN202210975794 A CN 202210975794A CN 115288129 A CN115288129 A CN 115288129A
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- 230000002787 reinforcement Effects 0.000 title claims abstract description 221
- 229910000831 Steel Inorganic materials 0.000 claims abstract description 114
- 239000010959 steel Substances 0.000 claims abstract description 114
- 230000005540 biological transmission Effects 0.000 claims description 20
- 210000003205 muscle Anatomy 0.000 claims description 14
- 238000013016 damping Methods 0.000 claims description 11
- 238000005096 rolling process Methods 0.000 claims description 6
- 239000002689 soil Substances 0.000 claims description 5
- 239000007788 liquid Substances 0.000 claims description 4
- 230000010412 perfusion Effects 0.000 claims description 3
- 238000010030 laminating Methods 0.000 claims description 2
- 230000008878 coupling Effects 0.000 claims 1
- 238000010168 coupling process Methods 0.000 claims 1
- 238000005859 coupling reaction Methods 0.000 claims 1
- 238000011065 in-situ storage Methods 0.000 claims 1
- 238000010276 construction Methods 0.000 abstract description 10
- 230000000694 effects Effects 0.000 abstract description 9
- 238000003466 welding Methods 0.000 abstract description 6
- 239000000758 substrate Substances 0.000 description 10
- 239000012530 fluid Substances 0.000 description 7
- 238000003780 insertion Methods 0.000 description 5
- 230000037431 insertion Effects 0.000 description 5
- 230000003014 reinforcing effect Effects 0.000 description 5
- 230000000712 assembly Effects 0.000 description 3
- 238000000429 assembly Methods 0.000 description 3
- 238000010586 diagram Methods 0.000 description 3
- 210000001503 joint Anatomy 0.000 description 3
- 238000000926 separation method Methods 0.000 description 3
- 230000001360 synchronised effect Effects 0.000 description 2
- 238000005516 engineering process Methods 0.000 description 1
- 238000000034 method Methods 0.000 description 1
- 230000000149 penetrating effect Effects 0.000 description 1
- 230000011218 segmentation Effects 0.000 description 1
- 229920002545 silicone oil Polymers 0.000 description 1
- 239000007787 solid Substances 0.000 description 1
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- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D7/00—Methods or apparatus for placing sheet pile bulkheads, piles, mouldpipes, or other moulds
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- Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
- Y02—TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
- Y02E—REDUCTION OF GREENHOUSE GAS [GHG] EMISSIONS, RELATED TO ENERGY GENERATION, TRANSMISSION OR DISTRIBUTION
- Y02E10/00—Energy generation through renewable energy sources
- Y02E10/20—Hydro energy
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Abstract
The application relates to a combination frock that is used for steel reinforcement cage and concrete to pour into pipe and transfers relates to foundation construction technical field. It is including locating the base plate on ground and inserting the steel reinforcement cage one and pipe one of locating in the pile foundation hole, be connected with steel reinforcement cage two on the steel reinforcement cage one, be connected with pipe two on the pipe one, the fixed frame plate that is provided with on the base plate, run through on the base plate and set up and put down the hole coaxial with the pile foundation hole, annular one has been seted up to the inner wall in lower hole, be provided with in the annular one and be used for fixing a steel reinforcement cage location and fixed the subassembly of accepting, be provided with on the frame plate and be used for carrying out the subassembly of adjusting well with steel reinforcement cage two, run through on the frame plate and set up the hole of stepping down coaxial with the pile foundation hole, annular two has been seted up to the inner wall in the hole of stepping down, be provided with the butt subassembly in the annular two, be provided with the cardboard on pipe one and the pipe two, cardboard and butt subassembly looks butt. This application has the effect of fault-tolerant rate and efficiency when improving the welding of steel reinforcement cage one and steel reinforcement cage two.
Description
Technical Field
The application relates to the field of foundation construction, in particular to a combined tool for lowering a reinforcement cage and a concrete pouring guide pipe.
Background
At present, in general pile foundation construction, a hole needs to be drilled on the ground to form a pile foundation hole, then a reinforcement cage is placed into the pile foundation hole, and in order to enable the reinforcement cage not to be prone to deflection, a steel pipe is generally transversely arranged at the hole of the pile foundation hole and penetrates through the reinforcement cage, so that the reinforcement cage is not prone to deflection; after the steel reinforcement cage is transferred and finishes, can transfer the pipe that is used for pouring concrete to the pile foundation downthehole, then carry out concrete placement through the pipe to the pile foundation downthehole until the concrete solidifies to the completion is to the construction of pile foundation.
In the process of implementing the application, the inventor finds that at least the following problems exist in the technology: when the foundation hole is piled, because the depth requirements for the pile foundation hole are different, especially when the pile foundation hole with deeper depth needs to be dug, the reinforcement cage and the guide pipe need to be put into the pile foundation hole in sections; at present, especially when the steel reinforcement cage is transferred in the segmentation, every section of steel reinforcement cage needs to be connected, because the cost of using the steel reinforcement connector is higher, generally weld, but to the alignment between every section of steel reinforcement cage need constructor through the human eye observation and constantly adjust, not only because of the fault-tolerant rate is lower and lead to taking place the skew between every section of steel reinforcement cage, has reduced the efficiency of construction moreover, so the time needs to improve.
Disclosure of Invention
In order to improve and to need constructor to observe and constantly adjust through the people's eye well adjusting between every section of steel reinforcement cage, not only because of the fault-tolerant rate is lower and lead to taking place the incline between every section of steel reinforcement cage, reduced the problem of efficiency of construction moreover, this application provides a combination frock that is used for steel reinforcement cage and concrete to pour into pipe and transfers.
The application provides a combination frock that is used for steel reinforcement cage and concrete to pour into pipe and transfers adopts following technical scheme:
the utility model provides a combination frock that is used for steel reinforcement cage and concrete to pour into pipe and transfers, is including locating the base plate on ground and inserting and locate the downthehole steel reinforcement cage one and pipe one of pile foundation, is connected with steel reinforcement cage two on the steel reinforcement cage one, and steel reinforcement cage one and steel reinforcement cage two constitute by indulging muscle and stirrup, and the stirrup fixed ring is on indulging the muscle, is connected with pipe two on the pipe one, the fixed frame plate that is provided with on the base plate, run through on the base plate set up with the coaxial hole of transferring in pile foundation hole, annular one has been seted up to the inner wall in hole down, it is right to be provided with in the annular one be used for steel reinforcement cage one fix a position and fixed accepting the subassembly, be provided with on the frame plate be used for steel reinforcement cage two with the subassembly of adjusting well that steel reinforcement cage one goes on adjusting well, run through on the frame plate set up with the coaxial hole of stepping down in pile foundation hole, step down the inner wall in hole set up two annuluses, be provided with the butt subassembly in the annular, pipe one with pipe on the pipe two, the cardboard with butt subassembly looks butt.
By adopting the technical scheme, the first reinforcement cage is firstly put down into the pile foundation hole through the crane; after the top of the first reinforcement cage is positioned between the base plate and the frame plate, the first reinforcement cage is positioned and fixed through the bearing assembly; after the first reinforcement cage is fixed, the second reinforcement cage is hoisted to the alignment assembly through a crane; until two butts of steel reinforcement cage to adjusting back on the subassembly well, the hole of stepping down is worn to establish in the bottom of steel reinforcement cage two to the vertical muscle on the steel reinforcement cage two all with the steel reinforcement cage one on vertical muscle one-to-one coaxial correspondence and mutual butt, then weld steel reinforcement cage one and steel reinforcement cage two by constructor, thereby need not constructor and observe and constantly adjust through the people's eye, not only improved the fault-tolerant rate, so that be difficult for taking place the incline between every section of steel reinforcement cage, and improved the efficiency of construction.
Optionally, accept the subassembly and include first cylinder and push pedal, the body of first cylinder with the interior wall connection of annular one, the promotion axle of first cylinder with the push pedal is connected, push pedal one end is inserted and is established extremely in the annular one, the other end extends transfer downthehole, run through in the push pedal and seted up and wear to establish the groove, one the steel reinforcement cage indulges the muscle and wears to locate wear to establish the groove, one the steel reinforcement cage stirrup butt in the push pedal.
By adopting the technical scheme, when the steel reinforcement cage is used, the first steel reinforcement cage is lowered into the pile foundation hole through the crane; after the top of steel reinforcement cage one is located between base plate and the frame plate, the first cylinder of synchronous start, first cylinder pushes away the push pedal to transferring downthehole and wear to locate the groove and paste mutually with the inner wall that the groove is close to first cylinder one side of wearing to establish until the vertical muscle on the steel reinforcement cage one, the stirrup that lies in the top on the steel reinforcement cage one this moment with the butt on the roof of push pedal, so that steel reinforcement cage one is fixed and the hole bottom in stake base hole is fallen into in difficult automation, and will fix a position steel reinforcement cage one through six push pedals, so that steel reinforcement cage one is difficult for taking place the incline.
Optionally, adjust the subassembly well and include a pair of backup pad, a pair of second cylinder, a pair of slide and a pair of piece of adjusting well, the backup pad is fixed in on the frame plate, slide sliding connection in on the frame plate, the body of second cylinder with the backup pad is fixed, the promotion axle of second cylinder with slide connection, arbitrary adjust well the piece locate arbitrary on the slide, another adjust well the piece locate another on the slide, the spout has been seted up on the slide, adjust well be provided with on the piece just the slider insert establish and slide in the spout, two slide and two when adjusting the mutual butt of piece well, two on the slide the spout communicates each other, set up the groove of stepping down on the piece well, two on the steel reinforcement cage two the longitudinal reinforcement is worn to locate the groove of stepping down with the hole of stepping down, two on the steel reinforcement cage stirrup butt in adjust well on the piece.
Through adopting above-mentioned technical scheme, steel reinforcement cage one is fixed the back that finishes, with steel reinforcement cage two through the loop wheel machine to adjusting a department and hanging and move, the stirrup butt that lies in the bottom on two reinforcing cages of steel reinforcement cage wear to locate corresponding groove of stepping down and the steel reinforcement cage on adjusting the roof of piece well, the longitudinal reinforcement on two reinforcing cages of this moment and the longitudinal reinforcement one-to-one on the steel reinforcement cage one and mutual butt, then constructor welds the butt department of longitudinal reinforcement on to two reinforcing cages and the longitudinal reinforcement on the steel reinforcement cage one to reach the effect of being connected to one reinforcing cage and two reinforcing cages.
Optionally, the butt joint subassembly includes third cylinder and butt plate, the body of third cylinder with the inner wall connection of annular two, the body of third cylinder with the butt plate is fixed, butt plate one end is inserted and is established extremely in the annular two, the other end extends let in the position hole with a pipe laminating and with cardboard looks butt.
By adopting the technical scheme, after the first steel reinforcement cage and the second steel reinforcement cage are placed, the first guide pipe is placed in the pile foundation hole through the crane, and then when the clamping plate on the first guide pipe is hung in the abdicating hole, the third air cylinder is synchronously started to push the abutting plate into the abdicating hole to be attached to the side wall of the first guide pipe and abut against the bottom wall of the clamping plate on the first guide pipe; then hang the top of pipe two to pipe one through the loop wheel machine, then rotate pipe one by the constructor to reach pipe two and pipe one threaded connection, at last synchronous start third cylinder comes to retrieve the butt plate in the annular two, promptly with the cardboard separation on the pipe one, and with pipe two to downthehole transfer of pile foundation.
Optionally, the first cylinder with all be provided with rotating assembly between the inner wall of annular one and the third cylinder with between the inner wall of annular two, be provided with drive assembly in the annular one, drive assembly with in the annular one rotating assembly connects, drive assembly with in the annular two be provided with the linkage subassembly between the rotating assembly.
By adopting the technical scheme, when the first reinforcement cage and the second reinforcement cage are welded, one group of longitudinal bars which are mutually abutted on the first reinforcement cage and the second reinforcement cage are welded; after welding, starting the driving assembly to drive the rotating assembly to rotate, so as to drive the first reinforcement cage and the second reinforcement cage to rotate, and welding the other groups of longitudinal bars which are mutually abutted on the first reinforcement cage and the second reinforcement cage without adjusting the positions by a constructor; when the first guide pipe and the second guide pipe need to be connected, the driving assembly is started, and at the moment, the rotating assembly between the third cylinder and the inner wall of the second annular groove can be driven to rotate through the linkage assembly, so that the first guide pipe is driven to rotate and is lowered along with the second guide pipe in the vertical direction, and the effect of threaded connection between the second guide pipe and the first guide pipe is achieved; according to the mode, the second conduit does not need to be manually rotated by a constructor, so that the physical strength of the constructor is saved.
Optionally, the runner assembly include with rotor plate, dwang, rolling ball and damping liquid, annular one with the rotation groove has all been seted up to the inner wall of annular two, the dwang with the rolling ball all inserts and establishes extremely rotate the inslot, just the rolling ball with the dwang is fixed and with the tank bottom butt that rotates the groove, the damping liquid fill extremely rotate the inslot, first cylinder with the third cylinder all is fixed in on the rotor plate, drive assembly with in the annular one the rotor plate is connected, the linkage assembly connect in drive assembly with in the annular two between the rotor plate.
By adopting the technical scheme, when the first reinforcement cage and the second reinforcement cage are welded, the driving assembly is started, and the rotating plate in the first ring groove can be driven to rotate; when the first guide pipe is connected with the second guide pipe, the starting assembly is driven, the rotating plate in the annular groove can be driven to rotate through the linkage assembly, and the linkage assembly has the effect that a driving assembly does not need to be arranged in the second annular groove to drive the rotating plate in the second annular groove to rotate, so that the effects of saving energy and reducing consumption are achieved.
Optionally, drive assembly includes step motor and first drive belt, step motor is fixed in the annular one, in the annular one the rotor plate with pass through between step motor's the pivot first drive belt transmission.
Through adopting above-mentioned technical scheme, when welding steel reinforcement cage one and steel reinforcement cage two, start step motor, through first drive belt this moment, can drive the rotor plate in the annular one and rotate.
Optionally, the linkage subassembly includes transfer line and second drive belt, transfer line one end with step motor's pivot coaxial fixation, the other end run through extremely in the annular two, just the transfer line with the base plate with the frame plate all rotates the connection, the transfer line with in the annular two the rotor plate passes through second drive belt transmission.
By adopting the technical scheme, when the first guide pipe is connected with the second guide pipe, the stepping motor is started to drive the transmission rod to rotate, and at the moment, the second transmission belt can drive the rotating plate in the second annular groove to rotate.
Optionally, a fixing assembly for fixing the substrate is disposed on the substrate.
Through adopting above-mentioned technical scheme, before transferring steel reinforcement cage one, steel reinforcement cage two, pipe one and pipe two, need arrange the base plate in subaerial and ensure down that the hole is coaxial with the pile foundation hole earlier, then through fixed subassembly, the base plate can be stably arranged subaerial and difficult emergence is removed.
Optionally, the fixing assembly comprises an inserting rod, a spring and a fixing bolt, a fixing hole is formed in the bottom of the base plate, one end of the inserting rod is inserted into the soil layer, the other end of the inserting rod is inserted into the fixing hole and penetrates through the top of the base plate, the spring is sleeved on the inserting rod, one end of the spring is fixed to the inserting rod, the other end of the spring is fixed to the bottom of the hole of the fixing hole, and the inserting rod is fixed to the base plate through the fixing bolt.
By adopting the technical scheme, when in use, the base plate is firstly placed on the ground, and then a constructor inserts the bottom of the inserted link into the soil layer through one end of the inserted link positioned at the top of the base plate; after the insertion, the inserted bar and the base plate are fixed through the fixing bolt, so that the base plate can be stably placed on the ground and is not easy to move.
In summary, the present application includes at least one of the following advantages:
1. firstly, lowering a first reinforcement cage into the pile foundation hole through a crane; positioning and fixing the first reinforcement cage through the bearing assembly until the top of the first reinforcement cage is positioned between the base plate and the frame plate; after the first reinforcement cage is fixed, the second reinforcement cage is hoisted to the alignment assembly through a crane; until two butts of steel reinforcement cage to adjusting back on the subassembly well, the hole of stepping down is worn to establish in the bottom of steel reinforcement cage two to the vertical muscle on the steel reinforcement cage two all with the steel reinforcement cage one on vertical muscle one-to-one coaxial correspondence and mutual butt, then weld steel reinforcement cage one and steel reinforcement cage two by constructor, thereby need not constructor and observe and constantly adjust through the people's eye, not only improved the fault-tolerant rate, so that be difficult for taking place the incline between every section of steel reinforcement cage, and improved the efficiency of construction.
2. When the first guide pipe is connected with the second guide pipe, the stepping motor is started to drive the transmission rod to rotate, and at the moment, the rotating plate in the second annular groove can be driven to rotate through the second transmission belt.
3. Before transferring steel reinforcement cage one, steel reinforcement cage two, pipe one and pipe two, need arrange the base plate in subaerial and ensure down that the hole is coaxial with the pile foundation hole earlier, then through fixed subassembly, the base plate can be stably arranged in subaerial and difficult emergence is removed.
Drawings
FIG. 1 is a schematic structural diagram of an embodiment of the present application;
FIG. 2 is an enlarged view of a portion of FIG. 1 at A;
FIG. 3 is an enlarged view of a portion of FIG. 1 at B;
FIG. 4 is a schematic structural diagram for illustrating a connection relationship between a first conduit and a second conduit in an embodiment of the present application;
FIG. 5 is an enlarged view of a portion of FIG. 4 at C;
FIG. 6 is a schematic structural diagram of a fixing assembly used in an embodiment of the present application;
fig. 7 is a partial enlarged view of fig. 6 at D.
In the figure: 1. a substrate; 11. a lower discharge hole; 12. a first ring groove; 13. a fixing hole; 14. a rotating groove; 2. a frame plate; 21. a hole of abdication; 22. a second ring groove; 3. a receiving assembly; 31. a first cylinder; 32. pushing a plate; 321. a groove is arranged in a penetrating way; 4. aligning the component; 41. a support plate; 42. a second cylinder; 43. a slide plate; 431. a chute; 44. aligning the block; 441. a slider; 442. a yielding groove; 5. an abutment assembly; 51. a third cylinder; 52. a butt joint plate; 6. a rotating assembly; 61. a rotating plate; 62. rotating the rod; 63. rotating the ball; 64. damping fluid; 7. a drive assembly; 71. a stepping motor; 72. a first drive belt; 8. a linkage assembly; 81. a transmission rod; 82. a second belt; 9. a fixing assembly; 91. inserting a rod; 92. a spring; 93. fixing the bolt; 101. a first reinforcement cage; 1011. longitudinal ribs; 1012. hooping; 102. a second reinforcement cage; 103. a first conduit; 1031. clamping a plate; 104. a second conduit; 105. and (6) pile foundation holes.
Detailed Description
The present application is described in further detail below with reference to figures 1-7.
The embodiment of the application discloses a combination frock that is used for steel reinforcement cage and concrete to pour into pipe and transfers. Referring to fig. 1, a combination frock that is used for steel reinforcement cage and concrete perfusion pipe to transfer is including locating base plate 1 on ground and inserting the steel reinforcement cage 101 of locating in stake base hole 105, and the top of steel reinforcement cage 101 is connected with steel reinforcement cage two 102, and steel reinforcement cage two 101 and steel reinforcement cage 102 comprise by indulging muscle 1011 and stirrup 1012, and the solid fixed ring of stirrup 1012 is around on indulging muscle 1011.
Referring to fig. 1, a frame plate 2 is fixedly supported on the top of a substrate 1 through a rod, and the rod is located at four corners of the substrate 1. A lower hole 11 penetrates through the center of the top wall of the base plate 1, the lower hole 11 is coaxial with the pile foundation hole 105, the diameter of the lower hole 11 is equal to that of the pile foundation hole 105, an annular groove I12 is formed in the inner wall of the lower hole 11 along the circumferential direction of the lower hole 11, a bearing assembly 3 used for positioning and fixing a reinforcement cage I101 is arranged in the annular groove I12, and when the reinforcement cage I101 is used, the reinforcement cage I101 is lowered into the pile foundation hole 105 through a crane; after the top of a steel reinforcement cage 101 is located between base plate 1 and the frame plate 2, fix a position a steel reinforcement cage 101 through accepting subassembly 3 to steel reinforcement cage 101 coaxial and with pile foundation hole 105 and difficult automatic dropping to the hole bottom in pile foundation hole 105 of crane separation back.
Referring to fig. 1, the top wall of the frame plate 2 is provided with an aligning component 4 for aligning a reinforcement cage II 102 with a reinforcement cage I101, a yielding hole 21 penetrates through the center of the top wall of the frame plate 2, the yielding hole 21 is coaxial with the pile foundation hole 105, the diameter of the yielding hole 21 is equal to that of the pile foundation hole 105, and after the reinforcement cage I101 is fixed, the reinforcement cage II 102 is hung to the aligning component 4 through a crane; after the second reinforcement cage 102 abuts against the alignment assembly 4, the bottom of the second reinforcement cage 102 penetrates through the abdicating hole 21, the longitudinal ribs 1011 on the second reinforcement cage 102 are coaxially corresponding to the longitudinal ribs 1011 on the first reinforcement cage 101 one by one and abut against each other, and then the first reinforcement cage 101 and the second reinforcement cage 102 are welded by constructors; after the welding finishes, with steel reinforcement cage 101 with accept subassembly 3 separation and transfer in steel reinforcement cage 101 and steel reinforcement cage two 102 to pile foundation hole 105 to need not constructor and observe and constantly adjust through the people's eye, not only improved the fault-tolerant rate, so that be difficult for taking place the skew between every section of steel reinforcement cage, improved the efficiency of construction moreover.
Referring to fig. 2, accept subassembly 3 and include first cylinder 31 and push pedal 32, the body of first cylinder 31 and the inner wall connection and the level setting of annular one 12, the first cylinder 31 of this application establishes to six altogether, and six first cylinders 31 evenly arrange and six first cylinders 31 and the six longitudinal bars 1011 one-to-one on steel reinforcement cage 101 along the circumference of annular one 12. The pushing shaft of the first cylinder 31 is fixedly connected with the push plate 32, the push plate 32 extends into the lower hole 11, and the push plate 32 is initially accommodated in the first annular groove 12. One end of the push plate 32, which is far away from the first cylinder 31, penetrates through the through groove 321, the through groove 321 is in a U shape, the longitudinal rib 1011 on the reinforcement cage one 101 penetrates through the through groove 321, and the stirrup 1012 at the top of the reinforcement cage one 101 abuts against the top wall of the push plate 32.
Referring to fig. 2, in use, the first reinforcement cage 101 is lowered into the pile foundation hole 105 through a crane; after the top of a steel reinforcement cage 101 is located between base plate 1 and frame plate 2, start first cylinder 31 in step, first cylinder 31 pushes away push pedal 32 to transferring in the hole 11 and until the vertical muscle 1011 on a steel reinforcement cage 101 wears to locate the wearing groove 321 and pastes mutually with the inner wall that wearing groove 321 is close to first cylinder 31 one side, the stirrup 1012 who lies in the top on a steel reinforcement cage 101 at this moment will butt on the roof of push pedal 32, so that a steel reinforcement cage 101 is fixed and the difficult automatic hole bottom that falls into stake base hole 105, and will fix a position a steel reinforcement cage 101 through six push pedal 32, so that a steel reinforcement cage 101 is difficult for taking place the skew.
Referring to fig. 1 and 3, the aligning assembly 4 includes a pair of support plates 41, a pair of second air cylinders 42, a pair of sliding plates 43, and a pair of aligning blocks 44, the support plates 41 are fixed to the top wall of the frame plate 2, the two support plates 41 are symmetrically disposed around the center of the avoiding hole 21, the sliding plates 43 are slidably connected to the top wall of the frame plate 2, the two sliding plates 43 are also symmetrically disposed around the center of the avoiding hole 21 and are located between the two support plates 41, and the two sliding plates 43 can slide relative to each other. The body of the second cylinder 42 is fixed with the support plate 41, and the pushing shaft of the second cylinder 42 penetrates through the support plate 41 and is fixedly connected with the sliding plate 43 close to the second cylinder.
Referring to fig. 1 and 3, any one of the alignment blocks 44 is attached to the top of any one of the slide plates 43, and the other alignment block 44 is attached to the top of the other slide plate 43. The top of the sliding plate 43 is opened with a sliding slot 431, the bottom wall of the alignment block 44 is fixedly provided with a sliding block 441, and the sliding block 441 is inserted into the sliding slot 431 and can slide in the sliding slot 431. The sliding plate 43 and the aligning block 44 are both arc-shaped, and when the two sliding plates 43 and the two aligning blocks 44 are abutted, the sliding grooves 431 of the two sliding plates 43 are communicated with each other, so that the two aligning blocks 44 can rotate on the top of the sliding plate 43; and the diameter of the through hole formed by the two sliding plates 43 in abutment is larger than the diameter of the through hole formed by the two alignment blocks 44 in abutment.
Referring to fig. 1 and 3, the inner wall of the aligning block 44 is provided with three receding grooves 442, and the six receding grooves 442 on the two aligning blocks 44 correspond to the six longitudinal ribs 1011 on the second reinforcement cage 102 one by one. The longitudinal ribs 1011 of the second reinforcement cage 102 penetrate through the corresponding abdicating slots 442 and the abdicating holes 21, and the stirrups 1012 at the bottom of the second reinforcement cage 102 abut against the top wall of the aligning block 44. After the first reinforcement cage 101 is fixed, the second reinforcement cage 102 is lifted to the aligning block 44 by a crane until the longitudinal ribs 1011 on the second reinforcement cage 102 penetrate through the corresponding abdicating slots 442 and the stirrups 1012 at the bottom of the second reinforcement cage 102 abut against the top wall of the aligning block 44, at this time, the longitudinal ribs 1011 on the second reinforcement cage 102 and the longitudinal ribs 1011 on the first reinforcement cage 101 are in one-to-one correspondence and abut against each other, and then a constructor welds the abutting positions of the longitudinal ribs 1011 on the second reinforcement cage 102 and the longitudinal ribs 1011 on the first reinforcement cage 101, so that the effect of connecting the first reinforcement cage 101 and the second reinforcement cage 102 is achieved;
after the connection is finished, the first air cylinder 31 can be started to withdraw the push plate 32 into the first ring groove 12, the second air cylinder 42 is started to separate the two alignment blocks 44, and then the reinforcement cage I101 and the reinforcement cage II 102 are continuously lowered into the pile foundation hole 105; after the top of the second reinforcement cage 102 is located between the base plate 1 and the frame plate 2, the first cylinder 31 is synchronously started, the first cylinder 31 pushes the push plate 32 to the lower hole 11, the longitudinal ribs 1011 on the second reinforcement cage 102 penetrate through the through grooves 321 and stick to the inner wall of one side of the through grooves 321, the stirrups 1012 at the top of the second reinforcement cage 102 abut against the top wall of the push plate 32, so that the second reinforcement cage 102 is fixed and cannot easily fall into the hole bottom of the pile foundation hole 105 automatically, and the second reinforcement cage 102 is positioned through the six push plates 32, so that the second reinforcement cage 102 cannot easily deviate.
Referring to fig. 4, a first guide pipe 103 is inserted into the pile hole 105, a second guide pipe 104 is connected to the top of the first guide pipe 103, and the first guide pipe 103 and the second guide pipe 104 are in threaded connection.
Referring to fig. 4 and 5, the inner wall of the abdicating hole 21 and the circumferential direction of the abdicating hole 21 are provided with a second ring groove 22, the abutting component 5 for fixing the first conduit 103 is arranged in the second ring groove 22, and the first conduit 103 and the second conduit 104 are fixedly sleeved with the clamping plate 1031 and the clamping plate 1031 to abut against the abutting component 5. After the first reinforcement cage 101 and the second reinforcement cage 102 are lowered, the first guide pipe 103 is lowered into the pile foundation hole 105 through a crane, and then when the clamping plate 1031 on the first guide pipe 103 is lifted into the abdicating hole 21, the clamping plate 1031 on the first guide pipe 103 is abutted through the abutting component 5, so that the first guide pipe 103 is not prone to automatically falling to the bottom of the pile foundation hole 105 when the crane is not used for lifting the first guide pipe 103; then hang the second pipe 104 to the top of the first pipe 103 through the loop wheel machine, then rotate the first pipe 103 by the constructor to reach second pipe 104 and first pipe 103 threaded connection, separate the butt joint subassembly 5 with the cardboard 1031 on the first pipe 103 at last, and transfer the first pipe 103 and the second pipe 104 to the pile foundation hole 105, fix through first pipe 103 first, so that the first pipe 103 is difficult for rocking and the pipe is connected with the first pipe 103.
Referring to fig. 4 and 5, the abutting assembly 5 includes a third cylinder 51 and an abutting plate 52, in the embodiment of the present application, the number of the third cylinders 51 is two, and the two third cylinders 51 are symmetrically disposed by taking the axis of the abdicating hole 21 as a center, and the abutting plate 52 is arc-shaped and is accommodated in the second ring groove 22 in an initial state. The body of the third cylinder 51 is connected with the inner wall of the second ring groove 22, and the pushing shaft of the third cylinder 51 is fixedly connected with the abutting plate 52. The abutting plate 52 extends into the yielding hole 21, abuts against the side wall of the first conduit 103 and abuts against the bottom wall of the clamping plate 1031 on the first conduit 103.
After the first reinforcement cage 101 and the second reinforcement cage 102 are lowered, the first guide pipe 103 is lowered into the pile foundation hole 105 through a crane, and then when the clamping plate 1031 on the first guide pipe 103 is lifted into the abdicating hole 21, the third air cylinder 51 is synchronously started to push the abutting plate 52 into the abdicating hole 21 to be abutted with the side wall of the first guide pipe 103 and the bottom wall of the clamping plate 1031 on the first guide pipe 103; then the second pipe 104 is hoisted to the top of the first pipe 103 by the crane, then the first pipe 103 is rotated by the constructor to achieve the threaded connection between the second pipe 104 and the first pipe 103, finally the third cylinder 51 is synchronously started to withdraw the abutting plate 52 into the second ring groove 22, i.e. to separate from the clamping plate 1031 on the first pipe 103, and the first pipe 103 and the second pipe 104 are lowered into the pile hole 105.
Referring to fig. 2 and 5, the rotating assemblies 6 are disposed between the first cylinder 31 and the inner wall of the first ring groove 12 and between the third cylinder 51 and the inner wall of the second ring groove 22. A driving component 7 is arranged in the first ring groove 12, the driving component 7 is connected with the rotating component 6 in the first ring groove 12, and a linkage component 8 is arranged between the driving component 7 and the rotating component 6 in the second ring groove 22. When the first reinforcement cage 101 and the second reinforcement cage 102 are welded, a group of longitudinal ribs 1011 which are mutually abutted on the first reinforcement cage 101 and the second reinforcement cage 102 are welded; after welding, the driving assembly 7 is started to drive the rotating assembly 6 to rotate, so that the first reinforcement cage 101 and the second reinforcement cage 102 are driven to rotate, a constructor can weld the other groups of longitudinal bars 1011, abutted against each other, on the first reinforcement cage 101 and the second reinforcement cage 102 without adjusting the positions of the longitudinal bars, and convenience is improved;
when the first guide pipe 103 and the second guide pipe 104 need to be connected, the driving assembly 7 is started, and at the moment, the linkage assembly 8 can drive the rotating assembly 6 between the third cylinder 51 and the inner wall of the second annular groove 22 to operate, so that the first guide pipe 103 is driven to rotate and is lowered along the vertical direction along with the second guide pipe 104, and the effect of threaded connection between the second guide pipe 104 and the first guide pipe 103 is achieved; in the mode, the second guide pipe 104 does not need to be manually rotated by a constructor, so that the physical strength of the constructor is saved.
Referring to fig. 2, the rotating assembly 6 includes a rotating plate 61, a rotating rod 62, a rotating ball 63 and a damping fluid 64, the inner walls of the first annular groove 12 and the second annular groove 22 are both provided with a rotating groove 14 along the circumferential direction, the rotating rod 62 and the rotating ball 63 are both inserted into the rotating groove 14 and slide in the rotating groove 14, the rotating ball 63 and the rotating rod 62 are integrally formed, the rotating ball 63 is abutted to the bottom of the rotating groove 14, and the rotating ball 63 functions to reduce the contact area between the rotating rod 62 and the inner wall of the rotating groove 14, so as to reduce the friction force, thereby reducing the resistance force applied when the rotating plate 61 rotates.
Referring to fig. 2, a rotating plate 61 is fixed to a top wall of the rotating rod 62, and both the first cylinder 31 and the third cylinder 51 are fixed to a top of the rotating plate 61. The driving component 7 is connected with the rotating plate 61 positioned in the first ring groove 12, and one end of the linkage component 8 far away from the driving component 7 is connected with the rotating plate 61 in the second ring groove 22. The damping fluid 64 is filled in the rotating groove 14, the damping fluid 64 is silicone oil in the embodiment of the present application, and the rotating plate 61 does not need to rotate at a high speed in the embodiment of the present application, so the damping fluid 64 is not easy to spill out from the rotating groove 14, and the damping fluid 64 acts on that the rotating plate 61 is not easy to rotate to a certain degree due to the external influence when the rotating plate 61 does not need to rotate, through the viscous resistance of the damping fluid 64.
When the first reinforcement cage 101 and the second reinforcement cage 102 are welded, the driving assembly 7 is started, namely, the rotating plate 61 in the first ring groove 12 can be driven to rotate; when the first guide pipe 103 is connected with the second guide pipe 104, the starting assembly is driven, the rotating plate 61 in the annular groove can be driven to rotate through the linkage assembly 8, and the linkage assembly 8 is used for driving the rotating plate 61 in the annular groove two 22 to rotate without arranging the driving assembly 7 in the annular groove two 22, so that the effects of saving energy and reducing consumption are achieved.
Referring to fig. 2, the driving assembly 7 includes a stepping motor 71 and a first transmission belt 72, the stepping motor 71 is fixed in the first annular groove 12, and a rotation shaft of the stepping motor 71 is transmitted to the rotation plate 61 in the first annular groove 12 through the first transmission belt 72. When the first reinforcement cage 101 and the second reinforcement cage 102 are welded, the stepping motor 71 is started, and at this time, the rotating plate 61 in the first ring groove 12 can be driven to rotate through the first transmission belt 72.
Referring to fig. 5, the linkage assembly 8 includes a transmission rod 81 and a second transmission belt 82, one end of the transmission rod 81 is coaxially fixed with the rotating shaft of the stepping motor 71, the other end penetrates into the second ring groove 22, and the transmission rod 81 is rotatably connected with the base plate 1 and the frame plate 2. The transmission rod 81 is arranged between one end of the second annular groove 22 and the rotating plate 61 in the second annular groove 22 through a second transmission belt 82. When the first guide pipe 103 is connected with the second guide pipe 104, the stepping motor 71 is started to drive the transmission rod 81 to rotate, and at this time, the second transmission belt 82 can drive the rotating plate 61 in the second annular groove 22 to rotate.
Referring to fig. 6, the fixing assemblies 9 for fixing the base plate 1 are disposed at four corners of the bottom wall of the base plate 1, and before the first reinforcement cage 101, the second reinforcement cage 102, the first guide pipe 103 and the second guide pipe 104 are lowered, the base plate 1 needs to be placed on the ground and the lower hole 11 needs to be ensured to be coaxial with the pile foundation hole 105, and then the base plate 1 can be stably placed on the ground and is not easy to move through the fixing assemblies 9.
Referring to fig. 7, the fixing assembly 9 includes an inserting rod 91, a spring 92 and a fixing bolt 93, fixing holes 13 are formed at four corners of the bottom wall of the substrate 1, one end of the inserting rod 91 is inserted into the soil layer, the other end of the inserting rod is inserted into the fixing holes 13, and one end of the inserting rod 91 located in the fixing holes 13 penetrates through the top of the substrate 1. The spring 92 is sleeved at one end of the insertion rod 91 located in the fixing hole 13, one end of the spring 92 is fixedly connected with the insertion rod 91, and the other end of the spring 92 is fixedly connected with the bottom of the fixing hole 13.
Referring to fig. 7, the insert rod 91 is fixed to the substrate 1 by a fixing bolt 93. When the foundation pit supporting device is used, the base plate 1 is placed on the ground, and then a constructor inserts the bottom of the inserting rod 91 into a soil layer through one end of the inserting rod 91, which is positioned at the top of the base plate 1; after the insertion, the insertion rod 91 is fixed to the substrate 1 by the fixing bolt 93, so that the substrate 1 can be stably placed on the ground and is not easily moved.
In the embodiment of the application, only two sections of reinforcement cages and two sections of guide pipes are taken as illustrations.
The embodiment of the application provides a combination frock's that is used for steel reinforcement cage and concrete perfusion pipe to transfer implementation principle does: when the steel reinforcement cage I101 is used, the steel reinforcement cage I101 is lowered into the pile foundation hole 105 through a crane; after the top of the first reinforcement cage 101 is located between the base plate 1 and the frame plate 2, the first cylinder 31 is started synchronously, the first cylinder 31 pushes the push plate 32 to the lowering hole 11 until the longitudinal rib 1011 on the first reinforcement cage 101 penetrates through the through groove 321 and is attached to the inner wall of one side, close to the first cylinder 31, of the through groove 321, at the moment, the hoop rib 1012 on the top of the first reinforcement cage 101 abuts against the top wall of the push plate 32, so that the first reinforcement cage 101 is fixed and cannot easily fall into the hole bottom of the pile base hole 105 automatically, and the first reinforcement cage 101 is positioned through the six push plates 32, so that the first reinforcement cage 101 cannot easily deflect;
after the first steel reinforcement cage 101 is fixed, the second steel reinforcement cage 102 is hung to the alignment block 44 through a crane until the longitudinal ribs 1011 on the second steel reinforcement cage 102 penetrate through the corresponding abdicating grooves 442 and the stirrups 1012 at the bottom on the second steel reinforcement cage 102 abut against the top wall of the alignment block 44, at the moment, the longitudinal ribs 1011 on the second steel reinforcement cage 102 and the longitudinal ribs 1011 on the first steel reinforcement cage 101 are in one-to-one correspondence and mutually abut against each other, then a constructor welds the abutting positions of the longitudinal ribs 1011 on the second steel reinforcement cage 102 and the longitudinal ribs 1011 on the first steel reinforcement cage 101, so that the effect of connecting the first steel reinforcement cage 101 and the second steel reinforcement cage 102 is achieved, the constructor is not required to observe and continuously adjust through human eyes, the fault tolerance rate is improved, so that deflection does not easily occur between each section of steel reinforcement cage, and the construction efficiency is improved.
The above are preferred embodiments of the present application, and the scope of protection of the present application is not limited thereto, so: equivalent changes in structure, shape and principle of the present application shall be covered by the protection scope of the present application.
Claims (10)
1. The utility model provides a combination frock that is used for steel reinforcement cage and concrete perfusion pipe to transfer, including base plate (1) of locating ground and insert steel reinforcement cage (101) and pipe (103) of locating in stake foundation hole (105), be connected with steel reinforcement cage two (102) on steel reinforcement cage (101), and steel reinforcement cage one (101) and steel reinforcement cage two (102) constitute by indulging muscle (1011) and stirrup (1012), stirrup (1012) are fixed the ring around indulging muscle (1011), be connected with pipe two (104) on pipe (103), its characterized in that: fixed frame plate (2) that is provided with on base plate (1), run through on base plate (1) seted up with stake foundation hole (105) is coaxial transfers hole (11), the inner wall of lower hole (11) has seted up annular one (12), it is right to be provided with in annular one (12) steel reinforcement cage one (101) location and fixed subassembly (3) of accepting, be provided with on frame plate (2) be used for with steel reinforcement cage two (102) with steel reinforcement cage one (101) adjust well subassembly (4) well, run through on frame plate (2) seted up with the coaxial hole of stepping down (21) in stake foundation hole (105), ring groove two (22) have been seted up to the inner wall in hole of stepping down (21), be provided with butt subassembly (5) in ring groove two (22), pipe one (103) with be provided with cardboard (1031) on pipe two (104), cardboard (1031) with butt subassembly (5) looks butt.
2. The combined tool for putting down the reinforcement cage and the concrete pouring guide pipe according to claim 1, wherein the combined tool comprises: accept subassembly (3) including first cylinder (31) and push pedal (32), the body of first cylinder (31) with the interior wall connection of annular (12), the promotion axle of first cylinder (31) with push pedal (32) are connected, push pedal (32) one end is inserted and is established extremely in annular (12), the other end extends down in hole (11), run through on push pedal (32) and seted up wearing to establish groove (321), on steel reinforcement cage (101) indulge muscle (1011) and wear to locate wearing to establish groove (321), on steel reinforcement cage (101) stirrup (1012) butt in on push pedal (32).
3. The combined tooling for the lowering of the reinforcement cage and the concrete pouring guide pipe according to claim 2, characterized in that: the aligning component (4) comprises a pair of supporting plates (41), a pair of second air cylinders (42), a pair of sliding plates (43) and a pair of aligning blocks (44), the supporting plate (41) is fixed on the frame plate (2), the sliding plate (43) is connected on the frame plate (2) in a sliding way, the body of the second cylinder (42) is fixed with the support plate (41), the pushing shaft of the second air cylinder (42) is connected with the sliding plates (43), any alignment block (44) is arranged on any sliding plate (43), the other alignment block (44) is arranged on the other sliding plate (43), the sliding plate (43) is provided with a sliding groove (431), the aligning block (44) is provided with a sliding block (441), the sliding block (441) is inserted and slides in the sliding groove (431), when the two sliding plates (43) and the two aligning blocks (44) are mutually abutted, the sliding grooves (431) on the two sliding plates (43) are communicated with each other, the aligning block (44) is provided with an abdicating groove (442), the longitudinal rib (1011) on the reinforcement cage II (102) penetrates through the abdicating groove (442) and the abdicating hole (21), the stirrups (1012) on the second reinforcement cage (102) abut against the alignment blocks (44).
4. The combined tool for putting down the reinforcement cage and the concrete pouring guide pipe according to claim 3, wherein the combined tool comprises: butt subassembly (5) include third cylinder (51) and butt plate (52), the body of third cylinder (51) with the interior wall connection of annular two (22), the body of third cylinder (51) with butt plate (52) are fixed, butt plate (52) one end is inserted and is established extremely in annular two (22), the other end extends in the hole of stepping down (21) with a pipe (103) laminating and with cardboard (1031) looks butt.
5. The combined tool for putting down the reinforcement cage and the concrete pouring guide pipe according to claim 4, wherein the combined tool comprises: first cylinder (31) with between the inner wall of annular one (12) and third cylinder (51) with all be provided with rotating assembly (6) between the inner wall of annular two (22), be provided with drive assembly (7) in annular one (12), drive assembly (7) with in the annular one (12) rotating assembly (6) are connected, drive assembly (7) with in the annular two (22) be provided with linkage subassembly (8) between rotating assembly (6).
6. The combined tool for putting down the reinforcement cage and the concrete pouring guide pipe according to claim 5, wherein the combined tool comprises: rotating assembly (6) include with rotor plate (61), dwang (62), rolling ball (63) and damping liquid (64), annular one (12) with rotation groove (14) have all been seted up to the inner wall of annular two (22), dwang (62) with rolling ball (63) all insert establish extremely rotate in groove (14), just rolling ball (63) with dwang (62) fixed and with the tank bottom butt of rotating groove (14), damping liquid (64) fill extremely rotate in groove (14), first cylinder (31) with third cylinder (51) all are fixed in on rotor plate (61), drive assembly (7) with in annular one (12) rotor plate (61) are connected, linkage assembly (8) connect in drive assembly (7) with in annular two (22) between rotor plate (61).
7. The combined tool for putting down the reinforcement cage and the concrete pouring guide pipe according to claim 6, wherein the combined tool comprises: drive assembly (7) include step motor (71) and first drive belt (72), step motor (71) are fixed in annular one (12), in annular one (12) rotating plate (61) with pass through between step motor's (71) the transmission of first drive belt (72).
8. The combined tool for putting down the reinforcement cage and the concrete pouring guide pipe according to claim 7, wherein the combined tool comprises: linkage subassembly (8) are including transfer line (81) and second drive belt (82), transfer line (81) one end with the pivot coaxial coupling of step motor (71), the other end run through to in annular two (22), just transfer line (81) with base plate (1) with frame plate (2) all rotate and connect, transfer line (81) with in annular two (22) rotor plate (61) are through second drive belt (82) transmission.
9. The combined tooling for the lowering of the reinforcement cage and the concrete pouring guide pipe according to claim 1, is characterized in that: the base plate (1) is provided with a fixing component (9) for fixing the base plate (1).
10. The combined tool for putting down the reinforcement cage and the concrete pouring guide pipe according to claim 9, wherein the combined tool comprises: fixed subassembly (9) are including inserted bar (91), spring (92) and fixing bolt (93), fixed orifices (13) have been seted up to the bottom of base plate (1), inserted bar (91) one end is inserted and is established to the soil in situ, the other end is inserted and is established extremely in fixed orifices (13) and run through extremely the top of base plate (1), spring (92) cover is located inserted bar (91) go up and one end with inserted bar (91) are fixed, the other end with the hole bottom of fixed orifices (13) is fixed, inserted bar (91) with pass through between base plate (1) fixing bolt (93) are fixed.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202210975794.8A CN115288129B (en) | 2022-08-15 | 2022-08-15 | Combined tool for lowering reinforcement cage and concrete pouring guide pipe |
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202210975794.8A CN115288129B (en) | 2022-08-15 | 2022-08-15 | Combined tool for lowering reinforcement cage and concrete pouring guide pipe |
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| CN115288129A true CN115288129A (en) | 2022-11-04 |
| CN115288129B CN115288129B (en) | 2024-04-02 |
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| CN115288129B (en) | 2024-04-02 |
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