CN219136236U - A wear thick stick platform for wall steel reinforcement cage even - Google Patents

A wear thick stick platform for wall steel reinforcement cage even Download PDF

Info

Publication number
CN219136236U
CN219136236U CN202320020361.7U CN202320020361U CN219136236U CN 219136236 U CN219136236 U CN 219136236U CN 202320020361 U CN202320020361 U CN 202320020361U CN 219136236 U CN219136236 U CN 219136236U
Authority
CN
China
Prior art keywords
sliding
reinforcement cage
sliding block
rod
platform
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
Application number
CN202320020361.7U
Other languages
Chinese (zh)
Inventor
阳涛
赵旭
涂伟成
蒋华东
杨钊
姬付全
胡德龙
彭雪村
饶为胜
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
First Construction Co Of Cccc Second Harbor Engineering Co ltd
Original Assignee
First Construction Co Of Cccc Second Harbor Engineering Co ltd
Priority date (The priority date 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 date listed.)
Filing date
Publication date
Application filed by First Construction Co Of Cccc Second Harbor Engineering Co ltd filed Critical First Construction Co Of Cccc Second Harbor Engineering Co ltd
Priority to CN202320020361.7U priority Critical patent/CN219136236U/en
Application granted granted Critical
Publication of CN219136236U publication Critical patent/CN219136236U/en
Active legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Images

Landscapes

  • Piles And Underground Anchors (AREA)

Abstract

The utility model provides a ground continuous wall reinforcement cage penetrating bar platform which comprises an outer support, wherein one side of the outer support is provided with a sliding outer sliding frame, two ends of the outer support are respectively provided with a first sliding mechanism and a first regulating mechanism, two ends of the outer sliding frame are respectively provided with a first sliding mechanism and a second regulating mechanism, and the bottoms of the second sliding mechanism and the second regulating mechanism are respectively provided with a longitudinal sliding mechanism. The integral structure can ensure that the outer support and the outer sliding frame are under the condition of uniform stress through the action of the first sliding mechanism, the first regulating mechanism and the second sliding mechanism, and simultaneously ensure the accurate regulation and control of the horizontal plane and the longitudinal installation position of the reinforcement cage and the perpendicularity of the reinforcement cage, so that the conditions that the groove wall is scratched to cause hole collapse, the groove wall cannot be lowered or overlapped, the deviation of the pouring position of the reinforcement cage is overlarge and the construction quality is not up to standard are avoided, and the integral structure has larger popularization value.

Description

A wear thick stick platform for wall steel reinforcement cage even
Technical Field
The utility model relates to the field of reinforcement cage hoisting, in particular to a penetrating bar platform for a diaphragm wall reinforcement cage.
Background
When the hoisting points of the reinforcement cage of the underground diaphragm wall are converted, butted and lowered into place, the penetrating bars are needed, the reinforcement cage is penetrated through the penetrating bars, and the reinforcement cage is placed on the guide wall through the penetrating bars, but due to machining errors of the reinforcement cage, accurate positioning is generally difficult.
At present, the common measures in engineering are that a skid beam or a steel plate is supported under a penetrating bar to ensure that the penetrating bar is stressed uniformly, but the measures still have errors, and the uniform stress of a penetrating bar bracket can not be completely ensured, so that the local stress of the penetrating bar bracket is larger, the service life of a penetrating bar platform is easily reduced, and meanwhile, the stress deformation of the penetrating bar platform is larger, so that the lowering precision of a reinforcement cage is influenced; the steel reinforcement cage is transferred and is put the precision and not satisfied the design requirement, and the steel reinforcement cage is transferred and is put the position deviation too big, and the possible cell wall of cutting and rubbing leads to the fact the hole that collapses, can't transfer or can't overlap joint, the steel reinforcement cage pours the condition that the position deviation is too big, influences subsequent construction quality. The existing solution is to manually push the reinforcement cage to move during hoisting, manually push the reinforcement cage while hoisting and lowering, but can not be accurately adjusted anyway, and meanwhile, the construction risk of workers is increased. For this reason, we propose a penetrating bar platform for a diaphragm wall reinforcement cage to solve the above-mentioned problems.
Chinese patent document CN 114790736A describes an adaptive balancing placement platform structure for an underground diaphragm wall reinforcement cage and a method of use, comprising a platform bracket with a middle portion penetrating for the reinforcement cage to pass through, a bracket lifting lug arranged at the top of the platform bracket, and at least one level gauge arranged in the transverse and longitudinal directions of the top of the platform bracket, wherein the balancing adjustment system can adjust the heights of the four corners of the platform bracket. But the device only can balance and wear the thick stick platform atress, when wearing thick stick platform atress balanced, can appear the steel reinforcement cage slope, can not guarantee the straightness that hangs down of steel reinforcement cage, can not be to horizontal and longitudinal movement on the steel reinforcement cage horizontal plane simultaneously, can not reach the accurate purpose of adjusting of steel reinforcement cage position of lowering, lead to the steel reinforcement cage to pour positional deviation great, influence subsequent construction quality, use and have the defect, need improve.
Disclosure of Invention
The utility model provides a penetrating bar platform for a wall-connected reinforcement cage, which solves the problem that the stress of a penetrating bar bracket is uneven, and the service life of equipment and the lowering precision of the reinforcement cage are affected; the steel reinforcement cage can not accurately be adjusted in the position of transferring, influences the steel reinforcement cage and transfers the precision, leads to the cage to pour the position deviation too big, influences subsequent construction quality's problem.
In order to solve the technical problems, the utility model adopts the following technical scheme: a wear thick stick platform for wall steel reinforcement cage even, including the outer support, outer support one side is equipped with gliding outer balladeur train, and outer support both ends are equipped with first slide mechanism and first regulation and control mechanism respectively, and outer balladeur train both ends are equipped with first slide mechanism and second regulation and control mechanism respectively, and second slide mechanism and second regulation and control mechanism bottom all are equipped with vertical slide mechanism.
In the preferred scheme, be equipped with two interior branches between outer support and the outer balladeur train, be equipped with a plurality of bars of wearing on the interior branch, wear the bar and be used for hanging the steel reinforcement cage.
In the preferred scheme, outer support and interior branch are hollow structure, are equipped with first motor on the outer support, and the output shaft and the first lead screw of first motor are connected, are equipped with the screw hole on the interior branch, and the screw hole threaded connection of first lead screw and interior branch is equipped with a plurality of lugs on wearing the thick stick, and the steel reinforcement cage passes through the lug and wears the thick stick to be connected.
In the preferred scheme, outer balladeur train includes two slides, and interior branch one end supports and leans on the slide and slide, and two slides pass through the connecting rod and connect, and slide one side is equipped with the second slide bar.
In the preferred scheme, first slide mechanism includes sliding sleeve, first jack and first pressure sensor, and first jack bottom is equipped with the slider, and the slider supports to lean on having the track, and the track supports to lean on the guide wall.
In the preferred scheme, be equipped with the spout on the sliding sleeve, first slide bar supports and leans on the spout of sliding sleeve, is equipped with driving motor on the sliding sleeve, and driving motor's output shaft is equipped with the gyro wheel, and the gyro wheel supports and leans on one side of first slide bar, and the opposite side of slide bar is equipped with the end slider, is equipped with hydraulic telescoping rod on the end slider, and hydraulic telescoping rod installs on the sliding sleeve.
In the preferred scheme, first regulation and control mechanism includes second slider, second jack and second pressure sensor, and the second jack is connected with the second slider, and the second slider supports and leans on the second track, and second track one end is equipped with the second motor, and the second motor is connected with the second lead screw, and the screw hole threaded connection on second lead screw and the second slider, and second jack top is connected with second pressure sensor, and second pressure sensor supports and leans on first slide bar bottom.
In the preferred scheme, the second sliding mechanism comprises a third jack, the second sliding mechanism has the same structure as the first sliding mechanism, a sliding sleeve of the second sliding mechanism is in sliding connection with a second sliding rod, the second regulating mechanism comprises a fourth jack, the second regulating mechanism has the same structure as the first regulating mechanism, and the second regulating mechanism is connected with the second sliding rod;
the second sliding mechanism and the first sliding mechanism are positioned on the same side of the reinforcement cage.
In the preferred scheme, the longitudinal sliding mechanism comprises an inner sliding block, a synchronous belt is arranged on the inner sliding block, the inner sliding block is abutted against an outer sliding sleeve, a rotating wheel is arranged at one end of the outer sliding sleeve, a third motor is arranged at one end of the outer sliding sleeve, a synchronous wheel is arranged on the third motor, one end of the synchronous wheel is connected with the synchronous wheel, the other end of the synchronous wheel is connected with the rotating wheel, a rack is arranged on the inner sliding block, and the synchronous belt is connected with the rack;
one side of the outer bracket is provided with an electric control system, the electric control system is connected with a plurality of jacks and a plurality of pressure sensors through cables, and the outer sliding frame is provided with an inclination sensor.
A regulation and control method for a penetrating bar platform of a diaphragm wall reinforcement cage is characterized by comprising the following steps: s1, penetrating a bar: measuring the height of a guide wall and the size of a reinforcement cage, assembling a penetrating bar platform on the guide wall, and connecting an electric control system with a plurality of jacks and a plurality of pressure sensors through cables;
s2, hoisting a reinforcement cage, and initially leveling a penetrating bar platform: lifting the reinforcement cage to an initial position between guide walls, connecting the penetrating bar with the reinforcement cage through lifting lugs, driving the first jack, the second jack, the third jack and the fourth jack to enable the inclination angle sensor to be horizontal, and recording the zero point height elevation of the penetrating bar platform at the moment;
s3, accurate positions of the reinforcement cages are to the steel bar cage: simultaneously driving a second motor on the second regulating mechanism and the second motor on the first regulating mechanism so as to enable the horizontal longitudinal position of the reinforcement cage to be accurately aligned with the second motor, and simultaneously driving two first motors so as to enable the horizontal transverse position of the reinforcement cage to be accurately aligned with the first motor;
s4, uniformly stressing the penetrating bar platform: the driving motor drives the second sliding mechanism and the first sliding mechanism simultaneously so as to enable the sliding block to slide, and the numerical values of the first pressure sensor and the second pressure sensor are the same;
simultaneously driving the two longitudinal sliding mechanisms to enable the inner sliding block to slide, so that the pressure sensor of the first sliding mechanism is the same as the pressure sensor of the second sliding mechanism in value;
s5, fixing a penetrating bar platform: simultaneously driving the hydraulic telescopic rods of the second sliding mechanism and the first sliding mechanism to ensure that the penetrating bar platform is limited in sliding;
s6, accurately lowering the reinforcement cage: driving an electric control system, and simultaneously driving a plurality of jacks to simultaneously descend, and descending a steel reinforcement cage at a preset position;
s7, pouring and cleaning after improvement: and pouring concrete into the reinforcement cage, removing the electric control system and the penetrating bar platform after initial setting, and cleaning.
The beneficial effects of the utility model are as follows: simultaneously driving the second sliding mechanism and the first sliding mechanism to ensure that the first pressure sensor and the second pressure sensor have the same numerical value so as to ensure that the transverse stress of the whole structure is uniform; similarly, the two longitudinal sliding mechanisms are driven simultaneously, so that the pressure sensor of the first sliding mechanism and the pressure sensor of the second sliding mechanism have the same value, and the longitudinal stress of the whole structure is uniform, so that the stress of the whole structure is uniform. The service life of overall structure has been promoted, and the deformation is produced to avoid wearing thick stick platform atress deformation great, can carry out accurate control simultaneously to the pressure that overall structure receives to make the steel reinforcement cage control in the within range of overall structure overall stress.
Simultaneously driving the two first motors to adjust the longitudinal horizontal position of the horizontal plane of the reinforcement cage. And meanwhile, the second regulating mechanism and the first regulating mechanism are driven to enable the horizontal and longitudinal positions of the reinforcement cage to be accurately regulated. So that the whole equipment can accurately adjust the horizontal plane position of the reinforcement cage, the reinforcement cage is prevented from being deformed by the stress of the penetrating bar platform greatly, the lowering precision of the reinforcement cage does not meet the design requirement, the deviation of the lowering position of the reinforcement cage is overlarge, the situation that the groove wall is scratched to cause hole collapse, the lowering or lapping is impossible, and the deviation of the pouring position of the reinforcement cage is overlarge is avoided, and the situation that the pouring position of the reinforcement cage does not meet the design requirement and the construction quality does not reach the standard is avoided.
The integral structure can ensure that the outer support and the outer sliding frame are under the condition of uniform stress through the action of the first sliding mechanism, the first regulating mechanism and the second sliding mechanism, and simultaneously ensure the accurate regulation and control of the horizontal plane and the longitudinal installation position of the reinforcement cage and the perpendicularity of the reinforcement cage, so that the conditions that the groove wall is scratched to cause hole collapse, the groove wall cannot be lowered or overlapped, the deviation of the pouring position of the reinforcement cage is overlarge and the construction quality is not up to standard are avoided, and the integral structure has larger popularization value.
Drawings
The utility model is further described below with reference to the drawings and examples;
FIG. 1 is an isometric view of the overall structure of the present utility model;
FIG. 2 is a schematic illustration of the overall structure of the present utility model;
FIG. 3 is an isometric view of a partial structure of the present utility model;
FIG. 4 is an exploded view of FIG. 3 in accordance with the present utility model;
FIG. 5 is an isometric view of a partial structure of the present utility model;
FIG. 6 is an isometric view of a first slide mechanism of the present utility model;
FIG. 7 is an isometric view of a first adjustment mechanism of the present utility model;
FIG. 8 is an isometric view of a partial structure of the present utility model;
FIG. 9 is an isometric view of a longitudinal slide mechanism of the present utility model;
FIG. 10 is an exploded view of the longitudinal slide mechanism of the present utility model;
in the figure: an outer bracket 1; a first slide bar 101; an inner strut 2; an outer carriage 3; a connecting rod 301; a slideway 302; a second slide bar 303; a penetrating bar 4; a reinforcement cage 5; a first slide mechanism 6; a sliding sleeve 601; a roller 602; a hydraulic telescopic rod 603; a stopper 604; a drive motor 605; a slider 606; a track 607; a first regulating mechanism 7; a second slider 701; a second track 702; a second motor 703; a second screw 704; a second slide mechanism 8; a second regulating mechanism 9; a longitudinal sliding mechanism 10; an inner slider 1001; an outer sleeve 1002; a timing belt 1003; a third motor 1004; a gusset 1005; a rack 1006; synchronizing wheel 1007; a wheel 1008; a first motor 11; a first screw 12; a first jack 13; a first pressure sensor 14; a second jack 15; a second pressure sensor 16; a third jack 17; a fourth jack 18; an electronic control system 19; lifting lugs 20; guide wall 21.
Detailed Description
Example 1:
as shown in fig. 1-10, a penetrating bar platform for a wall-connected reinforcement cage comprises an outer support 1, wherein one side of the outer support 1 is provided with a sliding outer sliding frame 3, two ends of the outer support 1 are respectively provided with a first sliding mechanism 6 and a first regulating mechanism 7, two ends of the outer sliding frame 3 are respectively provided with a first sliding mechanism 6 and a second regulating mechanism 9, and the bottoms of the second sliding mechanism 8 and the second regulating mechanism 9 are respectively provided with a longitudinal sliding mechanism 10. With the structure, the driving motor 605 of the second sliding mechanism 8 and the first sliding mechanism 6 are driven simultaneously to slide the sliding block 606, so that the first pressure sensor 14 and the second pressure sensor 16 have the same value, and the transverse stress of the whole structure is uniform; similarly, the two longitudinal sliding mechanisms 10 are driven simultaneously to slide the inner slide 1001, so that the pressure sensor of the first sliding mechanism 6 and the pressure sensor of the second sliding mechanism 8 have the same value, and the longitudinal stress of the whole structure is uniform, so that the stress of the whole structure is uniform. The service life of overall structure has been promoted, and the deformation is produced to avoid wearing thick stick platform atress deformation great, can carry out accurate control simultaneously to the pressure that overall structure receives to make steel reinforcement cage 5 control in the scope of overall structure overall stress.
Simultaneously, the two first motors 11 are driven to rotate the first screw rods 12 so as to enable the inner support rods 2 to slide relative to the outer support frame 1, and the longitudinal horizontal position of the horizontal plane of the reinforcement cage 5 is adjusted. And simultaneously, the second regulating mechanism 9 and the second motor 703 on the first regulating mechanism 7 are driven to accurately regulate the horizontal and longitudinal positions of the reinforcement cage 5. So that the whole equipment can accurately adjust the horizontal plane position of the reinforcement cage 5, the reinforcement cage is prevented from being deformed by the stress of the penetrating bar platform greatly, the lowering precision of the reinforcement cage does not meet the design requirement, the deviation of the lowering position of the reinforcement cage is overlarge, the situation that the groove wall is possibly scratched to cause hole collapse, the lowering or lapping is impossible, and the deviation of the pouring position of the reinforcement cage is overlarge is avoided, and the situation that the construction quality is not up to standard due to the fact that the pouring position of the reinforcement cage does not meet the design requirement is avoided.
The whole structure can ensure that the outer support 1 and the outer sliding frame 3 are under the condition of uniform stress through the action of the first sliding mechanism 6, the first regulating mechanism 7, the second sliding mechanism 8 and the second regulating mechanism 9, and simultaneously ensure the accurate regulation and control of the horizontal plane and the longitudinal installation position of the reinforcement cage 5 and the perpendicularity of the reinforcement cage 5, so that the conditions that the groove wall is scratched to cause hole collapse, the phenomenon that the groove wall cannot be lowered or overlapped, the deviation of the pouring position of the reinforcement cage is overlarge and the construction quality is not up to standard are avoided.
Simultaneously lowering through a plurality of jacks, accurately adjusting the lowering height of the reinforcement cage 5, and simultaneously recording the lowering value of the reinforcement cage 5 in the guide wall 21. Through the process of transferring of a plurality of jacks, the construction safety risk caused by manually pushing the reinforcement cage 5 while lifting is avoided.
In the preferred scheme, be equipped with two interior branches 2 between outer support 1 and the outer balladeur train 3, be equipped with a plurality of bars 4 on the interior branch 2, wear the bar 4 and be used for hanging steel reinforcement cage 5. With this structure, the penetrating bar 4 hangs the reinforcement cage 5 to be abutted against the two inner struts 2.
In the preferred scheme, outer support 1 and interior branch 2 are hollow structure, are equipped with first motor 11 on the outer support 1, and the output shaft and the first lead screw 12 of first motor 11 are connected, are equipped with the screw hole on the interior branch 2, and the screw hole threaded connection of first lead screw 12 and interior branch 2 is equipped with a plurality of lugs 20 on wearing thick stick 4, and steel reinforcement cage 5 passes through lug 20 and wears thick stick 4 to be connected. With this structure, the two first motors 11 are driven to rotate the first screw rods 12, so that the inner support rods 2 slide relative to the outer support frame 1, and the horizontal plane longitudinal horizontal position of the reinforcement cage 5 is adjusted.
In a preferred embodiment, the outer carriage 3 comprises two slide ways 302, one end of the inner strut 2 is propped against the slide ways 302 to slide, the two slide ways 302 are connected through a connecting rod 301, and a second slide bar 303 is arranged on one side of the slide ways 302. With this configuration, when the first motor 11 is driven, the inner strut 2 slides relative to the outer strut 3, and when the third motor 1004 of the vertical sliding mechanism 10 is driven, the outer strut 3 slides relative to the inner strut 2.
In a preferred embodiment, the first sliding mechanism 6 includes a sliding sleeve 601, a first jack 13 and a first pressure sensor 14, a sliding block 606 is disposed at the bottom of the first jack 13, the sliding block 606 abuts against a rail 607, and the rail 607 abuts against the guide wall 21. With this structure, the driving motor 605 in the first sliding mechanism 6 is driven to move the first sliding mechanism 6 relative to the outer bracket 1, so that the first jack 13 and the second jack 15 of the first adjusting mechanism 7 have the same value, and the two ends of the reinforcement cage 5 are uniformly stressed.
In the preferred scheme, be equipped with the spout on the sliding sleeve 601, first slide bar 101 supports and leans on the spout of sliding sleeve 601, is equipped with driving motor 605 on the sliding sleeve 601, and driving motor 605's output shaft is equipped with gyro wheel 602, and gyro wheel 602 supports and leans on one side of first slide bar 101, and the opposite side of slide bar 101 is equipped with the non-slip block 604, is equipped with hydraulic telescopic rod 603 on the non-slip block 604, and hydraulic telescopic rod 603 installs on sliding sleeve 601. With this structure, the driving motor 605 is operated to rotate the roller 602 to slide the roller 602 against the first slide bar 101 to move the first slide mechanism 6 relative to the outer bracket 1. When the first slide mechanism 6 stops being displaced, the hydraulic expansion link 603 is driven so that the slide stop 604 abuts against the first slide bar 101 to stop the first slide mechanism 6 from sliding.
In a preferred scheme, the first regulating mechanism 7 comprises a second sliding block 701, a second jack 15 and a second pressure sensor 16, wherein the second jack 15 is connected with the second sliding block 701, the second sliding block 701 abuts against a second track 702, one end of the second track 702 is provided with a second motor 703, the second motor 703 is connected with a second screw rod 704, the second screw rod 704 is in threaded connection with a threaded hole on the second sliding block 701, the top of the second jack 15 is connected with the second pressure sensor 16, and the second pressure sensor 16 abuts against the bottom of the first sliding rod 101. With this structure, the second motor 703 is driven to slide the second slider 701 with respect to the second rail 702 to slide the first slide bar 101 with respect to the second rail 702 to adjust the lateral position of the overall structure.
In a preferred scheme, the second sliding mechanism 8 comprises a third jack 17, the second sliding mechanism 8 has the same structure as the first sliding mechanism 6, a sliding sleeve of the second sliding mechanism 8 is in sliding connection with a second sliding rod 303, the second regulating mechanism 9 comprises a fourth jack 18, the second regulating mechanism 9 has the same structure as the first regulating mechanism 7, and the second regulating mechanism 9 is connected with the second sliding rod 303;
the second sliding mechanism 8 is positioned on the same side of the reinforcement cage 5 as the first sliding mechanism 6. With this structure, the two first motors 11 are driven simultaneously to rotate the first screw rods 12, so that the inner support rods 2 slide relative to the outer support frame 1, and the horizontal plane longitudinal horizontal position of the reinforcement cage 5 is adjusted. And simultaneously, the second regulating mechanism 9 and the second motor 703 on the first regulating mechanism 7 are driven to accurately regulate the horizontal and longitudinal positions of the reinforcement cage 5.
In a preferred scheme, the longitudinal sliding mechanism 10 comprises an inner sliding block 1001, a synchronous belt 1003 is arranged on the inner sliding block 1001, the inner sliding block 1001 is abutted against an outer sliding block 1002, a rotating wheel 1008 is arranged at one end of the outer sliding block 1002, a third motor 1004 is arranged at one end of the outer sliding block 1002, a synchronous wheel 1007 is arranged on the third motor 1004, one end of the synchronous wheel 1007 is connected with the synchronous wheel 1007, the other end of the synchronous wheel 1007 is connected with the rotating wheel 1008, a rack 1006 is arranged on the inner sliding block 1001, and the synchronous belt 1003 is connected with the rack 1006;
an electric control system 19 is arranged on one side of the outer bracket 1, the electric control system 19 is connected with a plurality of jacks and a plurality of pressure sensors through cables, and an inclination sensor is arranged on the outer carriage 3. With this structure, the third motor 1004 is driven to rotate the synchronizing wheel 1007 to rotate the timing belt 1003 to rotate the inner slide 1001 to move the outer slide 3 relative to the reinforcement cage 5 so that the pressure sensor of the first slide mechanism 6 and the pressure sensor of the second slide mechanism 8 have the same value to uniformly stress the whole structure in the longitudinal direction. The outer side two ends of the outer sliding sleeve 1002 are provided with the tightening plates 1005, the tightening plates 1005 are connected with the second sliding mechanism 8 or the rail 607 at the bottom of the first sliding mechanism 6, and the tightening plates 1005 play a supporting role.
Example 2: further description in connection with example 1:
a regulation and control method for a penetrating bar platform of a diaphragm wall reinforcement cage is characterized by comprising the following steps: preparing a penetrating bar: measuring the height of the guide wall 21 and the size of the reinforcement cage 5, assembling a penetrating bar platform on the guide wall 21, and connecting the electric control system 19 with a plurality of jacks and a plurality of pressure sensors through cables;
hoisting the reinforcement cage 5, and initially leveling the penetrating bar platform: lifting the reinforcement cage 5 to an initial position between guide walls 21, connecting the penetrating bar 4 with the reinforcement cage 5 through lifting lugs 20, driving a first jack 13, a second jack 15, a third jack 17 and a fourth jack 18 to enable an inclination angle sensor to be horizontal, and recording the zero point height elevation of the penetrating bar platform at the moment;
accurate position of steel reinforcement cage 5 is to it: simultaneously driving the second motor 703 on the second regulating mechanism 9 and the first regulating mechanism 7 to accurately align the horizontal longitudinal position of the reinforcement cage 5, and simultaneously driving the two first motors 11 to accurately align the horizontal transverse position of the reinforcement cage 5;
the penetrating bar platform is uniformly stressed: a driving motor 605 for simultaneously driving the second slide mechanism 8 and the first slide mechanism 6 to slide the slider 606 so that the first pressure sensor 14 and the second pressure sensor 16 are the same in value;
simultaneously driving the two longitudinal sliding mechanisms 10 to slide the inner slide 1001 so that the pressure sensor of the first sliding mechanism 6 and the pressure sensor of the second sliding mechanism 8 have the same value;
and (3) fixing a penetrating bar platform: simultaneously driving the hydraulic telescopic rods of the second sliding mechanism 8 and the first sliding mechanism 6 to ensure that the penetrating bar platform is prevented from sliding;
and 3, accurately lowering the reinforcement cage 5: the electric control system 19 is driven, a plurality of jacks are driven to simultaneously descend, and the preset position of the reinforcement cage 5 is lowered;
pouring and post-cleaning: pouring concrete into the reinforcement cage 5, removing the electric control system 19 and the penetrating bar platform after initial setting, and cleaning.
The above embodiments are only preferred embodiments of the present utility model, and should not be construed as limiting the present utility model, and the scope of the present utility model should be defined by the claims, including the equivalents of the technical features in the claims. I.e., equivalent replacement modifications within the scope of this utility model are also within the scope of the utility model.

Claims (9)

1. A wear thick stick platform for wall steel reinforcement cage even, characterized by: including outer support (1), outer support (1) one side is equipped with gliding outer balladeur train (3), and outer support (1) both ends are equipped with first slide mechanism (6) and first regulation and control mechanism (7) respectively, and outer balladeur train (3) both ends are equipped with first slide mechanism (6) and second regulation and control mechanism (9) respectively, and second slide mechanism (8) and second regulation and control mechanism (9) bottom all are equipped with vertical slide mechanism (10).
2. The feed-through platform for a diaphragm wall rebar cage of claim 1, wherein: two inner supporting rods (2) are arranged between the outer support (1) and the outer sliding frame (3), a plurality of penetrating bars (4) are arranged on the inner supporting rods (2), and the penetrating bars (4) are used for hanging a reinforcement cage (5).
3. The feed-through platform for a diaphragm wall rebar cage of claim 2, wherein: the outer support (1) and the inner support rod (2) are of hollow structures, a first motor (11) is arranged on the outer support (1), an output shaft of the first motor (11) is connected with a first screw rod (12), a threaded hole is formed in the inner support rod (2), the first screw rod (12) is in threaded connection with the threaded hole of the inner support rod (2), a plurality of lifting lugs (20) are arranged on the penetrating rod (4), and the reinforcement cage (5) is connected with the penetrating rod (4) through the lifting lugs (20).
4. The feed-through platform for a diaphragm wall rebar cage of claim 1, wherein: the outer sliding frame (3) comprises two sliding ways (302), one end of the inner supporting rod (2) is propped against the sliding ways (302) to slide, the two sliding ways (302) are connected through a connecting rod (301), and a second sliding rod (303) is arranged on one side of the sliding way (302).
5. The feed-through platform for a diaphragm wall rebar cage of claim 1, wherein: the first sliding mechanism (6) comprises a sliding sleeve (601), a first jack (13) and a first pressure sensor (14), a sliding block (606) is arranged at the bottom of the first jack (13), the sliding block (606) is abutted against a track (607), and the track (607) is abutted against a guide wall (21).
6. The feed-through platform for a diaphragm wall rebar cage of claim 5, wherein: be equipped with the spout on sliding sleeve (601), first slide bar (101) support and lean on the spout of sliding sleeve (601), be equipped with driving motor (605) on sliding sleeve (601), the output shaft of driving motor (605) is equipped with gyro wheel (602), gyro wheel (602) support and lean on one side of first slide bar (101), the opposite side of slide bar (101) is equipped with end sliding block (604), is equipped with hydraulic telescoping rod (603) on end sliding block (604), hydraulic telescoping rod (603) are installed on sliding sleeve (601).
7. The feed-through platform for a diaphragm wall rebar cage of claim 1, wherein: the first regulating mechanism (7) comprises a second sliding block (701), a second jack (15) and a second pressure sensor (16), wherein the second jack (15) is connected with the second sliding block (701), the second sliding block (701) is propped against a second track (702), one end of the second track (702) is provided with a second motor (703), the second motor (703) is connected with a second screw rod (704), the second screw rod (704) is in threaded connection with a threaded hole on the second sliding block (701), the top of the second jack (15) is connected with the second pressure sensor (16), and the second pressure sensor (16) is propped against the bottom of the first sliding rod (101).
8. The feed-through platform for a diaphragm wall rebar cage of claim 1, wherein: the second sliding mechanism (8) comprises a third jack (17), the second sliding mechanism (8) has the same structure as the first sliding mechanism (6), a sliding sleeve of the second sliding mechanism (8) is in sliding connection with a second sliding rod (303), the second regulating mechanism (9) comprises a fourth jack (18), the second regulating mechanism (9) has the same structure as the first regulating mechanism (7), and the second regulating mechanism (9) is connected with the second sliding rod (303);
the second sliding mechanism (8) and the first sliding mechanism (6) are positioned on the same side of the reinforcement cage (5).
9. The feed-through platform for a diaphragm wall rebar cage of claim 1, wherein: the longitudinal sliding mechanism (10) comprises an inner sliding block (1001), a synchronous belt (1003) is arranged on the inner sliding block (1001), the inner sliding block (1001) is abutted against an outer sliding block (1002), a rotating wheel (1008) is arranged at one end of the outer sliding block (1002), a third motor (1004) is arranged at one end of the outer sliding block (1002), a synchronous wheel (1007) is arranged on the third motor (1004), one end of the synchronous wheel (1007) is connected with the synchronous wheel (1007), the other end of the synchronous wheel (1007) is connected with the rotating wheel (1008), a rack (1006) is arranged on the inner sliding block (1001), and the synchronous belt (1003) is connected with the rack (1006);
one side of the outer bracket (1) is provided with an electric control system (19), the electric control system (19) is connected with a plurality of jacks and a plurality of pressure sensors through cables, and the outer carriage (3) is provided with an inclination sensor.
CN202320020361.7U 2023-01-05 2023-01-05 A wear thick stick platform for wall steel reinforcement cage even Active CN219136236U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN202320020361.7U CN219136236U (en) 2023-01-05 2023-01-05 A wear thick stick platform for wall steel reinforcement cage even

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN202320020361.7U CN219136236U (en) 2023-01-05 2023-01-05 A wear thick stick platform for wall steel reinforcement cage even

Publications (1)

Publication Number Publication Date
CN219136236U true CN219136236U (en) 2023-06-06

Family

ID=86601251

Family Applications (1)

Application Number Title Priority Date Filing Date
CN202320020361.7U Active CN219136236U (en) 2023-01-05 2023-01-05 A wear thick stick platform for wall steel reinforcement cage even

Country Status (1)

Country Link
CN (1) CN219136236U (en)

Similar Documents

Publication Publication Date Title
CN109113320B (en) Construction operation method in elevator shaft
CN210976662U (en) Steel-pipe column transfers device that hangs down
CN110396941A (en) A kind of bridge pier column construction system and construction method
CN103104090B (en) Silo concrete whole slip template
CN113668881B (en) Curved-surface beam combined jig frame and assembling method
CN111472538B (en) Aluminum alloy template installation structure of exempting from to plaster
CN219136236U (en) A wear thick stick platform for wall steel reinforcement cage even
CN110748178B (en) Auxiliary platform for installing shock insulation support and application method thereof
CN111705670A (en) Accurate adjusting device for longitudinal slope of precast beam shoe and construction method
CN116024982A (en) Ground continuous wall reinforcement cage penetrating bar platform and regulation and control method thereof
CN117966594A (en) Main cable saddle grid adjusting structure of large-span suspension bridge and construction method
CN108756197B (en) Construction method of elevator shaft operating platform
CN117780080A (en) Use method of template system integrated in integral steel platform die carrier equipment
CN115341475B (en) Steel anchor box positioning and installation method
CN116219897A (en) Device for quickly positioning and controlling verticality of precast beam and construction method thereof
CN215759165U (en) Hydraulic side wall movable template trolley capable of automatically correcting deviation
CN215150312U (en) Automatic height adjusting metering flat car for pumping of pipe pile die
CN115382919A (en) An installation method for moving the main body of the sinking assembly next to a large rolling mill
CN210766423U (en) Diagonal web member bracket trolley with adjustable inclination angle
CN116065500A (en) Cable-stayed bridge tower girder synchronous system and construction method
CN110593085B (en) Method for mounting steel pipes of lattice pier of bridge steel pipe
CN108756198B (en) Elevator shaft operating platform
CN212077628U (en) Installation device for steel truss girder large-tonnage support in limited space
CN109113321B (en) Automatic leveling operation platform
CN114790736A (en) Self-adaptive balanced placing platform structure for underground continuous wall reinforcement cage and using method

Legal Events

Date Code Title Description
GR01 Patent grant
GR01 Patent grant