CN222025511U - Automatic steel rod removal device for high-altitude buildings - Google Patents
Automatic steel rod removal device for high-altitude buildings Download PDFInfo
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- CN222025511U CN222025511U CN202420380539.3U CN202420380539U CN222025511U CN 222025511 U CN222025511 U CN 222025511U CN 202420380539 U CN202420380539 U CN 202420380539U CN 222025511 U CN222025511 U CN 222025511U
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- 229910000831 Steel Inorganic materials 0.000 title claims description 90
- 239000010959 steel Substances 0.000 title claims description 90
- 230000007246 mechanism Effects 0.000 claims description 47
- 230000005540 biological transmission Effects 0.000 claims description 22
- 238000010276 construction Methods 0.000 claims description 14
- 230000009467 reduction Effects 0.000 claims description 9
- 238000000034 method Methods 0.000 description 15
- 230000008569 process Effects 0.000 description 8
- 239000002893 slag Substances 0.000 description 3
- 238000009435 building construction Methods 0.000 description 2
- 230000000694 effects Effects 0.000 description 2
- 230000003028 elevating effect Effects 0.000 description 2
- 230000003068 static effect Effects 0.000 description 2
- 230000009471 action Effects 0.000 description 1
- 230000004075 alteration Effects 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 238000005422 blasting Methods 0.000 description 1
- 230000007547 defect Effects 0.000 description 1
- 239000000428 dust Substances 0.000 description 1
- 239000002360 explosive Substances 0.000 description 1
- 238000000605 extraction Methods 0.000 description 1
- 230000002349 favourable effect Effects 0.000 description 1
- 238000009434 installation Methods 0.000 description 1
- 230000001788 irregular Effects 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000002093 peripheral effect Effects 0.000 description 1
- 239000002689 soil Substances 0.000 description 1
- 238000006467 substitution reaction Methods 0.000 description 1
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Abstract
一种高空建筑物用钢棒自动拆除装置，包括有升降机构、钢棒接收平台架和钢棒拆除机构，所述钢棒拆除机构安装在钢棒接收平台架上，并靠近建筑物的一端部设置，所述升降机构由升降支撑架和升降驱动机构组成，所述升降驱动机构用于驱动钢棒接收平台架在升降支撑架中上下移动。本实用新型结构简单，能够提高钢棒拆除效率，且拆除钢棒操作更加方便和安全。
An automatic steel bar removal device for high-altitude buildings includes a lifting mechanism, a steel bar receiving platform frame and a steel bar removal mechanism, wherein the steel bar removal mechanism is installed on the steel bar receiving platform frame and is arranged near one end of the building, and the lifting mechanism is composed of a lifting support frame and a lifting drive mechanism, and the lifting drive mechanism is used to drive the steel bar receiving platform frame to move up and down in the lifting support frame. The utility model has a simple structure, can improve the efficiency of steel bar removal, and the operation of removing steel bars is more convenient and safe.
Description
Technical Field
The utility model belongs to the technical field of building dismantling equipment, and particularly relates to an automatic steel bar dismantling device for a high-altitude building.
Background
When high-altitude buildings such as pier stud tie beams and bent caps are constructed by adopting a steel bar method, the risk of the steel bar dismantling working process is extremely high, no high-altitude operation personnel up-down channel and operation platform are arranged on the building, only a crane matched with a hanging cage can be used as a construction operation platform for dismantling the high-altitude operation up-down moving mode of construction operation personnel in the steel bar dismantling working process, and the hanging cage platform still bears irregular reverse acting force to shake continuously in the process of construction and steel bar removal, so that not only is the falling risk of the construction operation personnel from the high-altitude, but also the operation platform cannot bear too large extraction reverse acting force, and the steel bar dismantling efficiency is extremely low.
In the prior art, patent document with publication number CN 113152928B discloses a method for dismantling super high-rise building, comprising the following steps: step 1, building a peripheral operation platform of a building; step 2, pre-dismantling; step 3, perforating and charging; step 4, safety protection; step 5, dust fall and noise reduction protection; step 6, detonating the explosive; step 7, after blasting is completed, the slag removal team enters the field to clear the slag soil; step 8, after the slag removal is finished, building a temporary support of the layer, and cutting, lifting and lowering a top plate structure of the first dismantling unit; step 9, static cutting dismantling and lifting lowering are carried out on the static cutting area; and 10, constructing in a construction circulation mode until the floor is one layer, and finishing. The scheme is applied to demolishing abandoned high-rise buildings, is not suitable for demolishing steel bars remained after the steel bar method is constructed independently, and is not possible to build a complex operation platform for demolishing the steel bars because the steel bars are supporting structures for bearing the mould and the construction platform in the building construction process and can only be demolished after the pier column templates and the construction platform are completely demolished, and otherwise, the construction of adopting the steel bar method is inverted.
Disclosure of utility model
1. Technical problem to be solved
Aiming at the defects of the prior art, the utility model provides the automatic steel bar dismantling device for the high-altitude building, which has the advantages of simple structure, capability of improving the steel bar dismantling efficiency, and more convenient and safer steel bar dismantling operation.
2. Specific technical scheme
The automatic steel bar dismantling device for the high-altitude building comprises a lifting mechanism, a steel bar receiving platform frame and a steel bar dismantling mechanism, wherein the steel bar dismantling mechanism is arranged on the steel bar receiving platform frame and is arranged near one end part of the building, the lifting mechanism consists of a lifting support frame and a lifting driving mechanism, and the lifting driving mechanism is used for driving the steel bar receiving platform frame to move up and down in the lifting support frame;
The steel bar dismantling mechanism comprises a fulcrum base, a left support frame A, a left support frame B, a right support frame A, a right support frame B and a clamp body structure, wherein one ends of the left support frame A and the right support frame A are rotatably installed in the middle of the fulcrum base, a left rotating shaft structure and a right rotating shaft structure are respectively installed at the other ends of the left support frame A and the right support frame A, one ends of the left support frame B and the right support frame B are rotatably connected with the left support frame A and the right support frame A through the left rotating shaft structure and the right rotating shaft structure respectively, the other ends of the left support frame B and the right support frame B are rotatably installed at the side part of the clamp body structure, a positive threaded hole and a reverse threaded hole are respectively formed in the left rotating shaft structure and the right rotating shaft structure, a rotating screw structure is installed in the positive threaded hole and the reverse threaded hole, the positive threaded hole and the reverse threaded hole are respectively matched with the positive screw portion and the reverse screw portion, and the rotating screw structure is also connected with a rotary driving mechanism.
As preferable: the lifting support frame is internally provided with a limiting slide bar structure and a rack type guide rail structure, the limiting slide bar structure and the rack type guide rail structure are vertically arranged in parallel, the lifting driving mechanism comprises a driving motor, a speed changing transmission box and a driving gear, the driving motor, the speed changing transmission box and the driving gear are sequentially connected in a transmission mode, the driving gear is meshed with the rack type guide rail structure, the driving motor and the speed changing transmission box are arranged on a steel bar receiving platform frame, a sliding sleeve structure is further arranged on the steel bar receiving platform frame, and the sliding sleeve structure is in sliding fit with the limiting slide bar structure.
As preferable: the limiting slide bar structure comprises two limiting slide bars, the two limiting slide bars are symmetrically arranged on two sides of the rack type guide rail structure, the sliding sleeve structure comprises two sliding sleeves, and the two sliding sleeves are respectively sleeved on the two limiting slide bars.
As preferable: the rack type guide rail structure comprises at least one rack guide rail.
As preferable: the lifting support frame is fixedly arranged on the outer wall of a building through a pre-buried high-strength bolt.
As preferable: the fulcrum base is provided with a rubber pad, and the fulcrum base is tightly pressed on the outer wall of a building through the rubber pad.
As preferable: the steel bar receiving platform frame is characterized in that sliding clamping grooves are formed in two side parts of the steel bar receiving platform frame, a sliding mounting plate is slidably mounted in the sliding clamping grooves, a return spring structure is further mounted in the sliding clamping grooves, and the return spring structure is connected with the side faces of the sliding mounting plate.
As preferable: the rotary driving mechanism consists of a rotary motor and a reduction box structure, the rotary motor, the reduction box structure and the rotary screw structure are sequentially connected in a transmission way, and the rotary motor and the reduction box structure are arranged on the sliding mounting plate;
and the sliding mounting plate is also provided with a rotating supporting seat, and the rotating screw rod structure is rotatably arranged in the rotating supporting seat.
As preferable: the clamp body structure is provided with the clamp base one end of the clamp base is provided with a fixed clamp body, the other end of the clamp base is provided with a threaded hole table, a threaded hole is formed in the middle of the threaded hole table, a screw structure is installed in the threaded hole, one end of the screw structure is connected with a clamping driving mechanism, the other end of the screw structure is connected with a movable clamp body, the movable clamp body is slidably mounted on the clamp base, and the movable clamp body is arranged opposite to the fixed clamp body.
As preferable: the clamping driving mechanism consists of a motor and a transmission gear box, the motor, the transmission gear box and the screw structure are sequentially connected in a transmission way, and jaw plates are arranged on opposite surfaces of the movable clamp body and the fixed clamp body.
The beneficial effects of the utility model are as follows: the steel bar receiving platform frame moves upwards in the lifting support frame through the lifting driving mechanism, the upper lifting support frame is built and installed by embedding high-strength bolts section by section in the construction process of high pier construction, extra building time and working procedures are not caused, and the steel bar dismantling efficiency is improved; the steel bar receiving platform frame moves to the below of waiting to demolish steel bar one end, wait to demolish the steel bar this moment in the clamping opening between movable clamp body and the fixed clamp body in the clamp body structure, drive through rotary driving mechanism and rotate screw structure forward or reverse rotation, make between left pivot structure and the right pivot structure outwards open simultaneously or inwards shrink, thereby left socle A and left socle B, right socle A and right socle B both ends shrink or lengthen, distance shrink or elongate between clamp body structure and the fulcrum base promptly, the rubber pad of fulcrum base sticiss on the building outer wall, because the slide mounting plate can be close to the building outer wall as far as possible under reset spring structure effect, so clamp body structure presss from both sides tightly and is regarded as fixed fulcrum on the building outer wall after waiting to demolish the steel bar, avoid the steel bar to receive the platform frame atress, demolish steel bar operation more convenient and safe, repeated clamp body structure outwards pulls out the steel bar, until the steel bar pulls out completely from the building and pulls out, the steel bar and shelves in the steel bar receives the platform frame, then under the effect of lifting driving mechanism, the steel bar receiving platform frame is moved down, the whole steel bar receiving platform frame is accomplished, the operation is accomplished, the high efficiency is accomplished, and the working efficiency is more convenient and the crane is demolishd, the operation is more convenient and the crane is more can be accomplished.
Drawings
FIG. 1 is a schematic cross-sectional view of the overall installation of the present utility model.
Fig. 2 is a schematic structural view of the steel bar removing mechanism at the top of the lifting mechanism in the utility model.
Fig. 3 is a schematic structural view of the steel bar removing mechanism in the utility model.
In the figure: a lifting mechanism 1; a steel bar receiving platform frame 2; a steel bar dismantling mechanism 3; a clamp body structure 4;
a lifting support frame 11; a lift drive mechanism 12; a limit slide bar structure 13; a rack rail structure 14;
A sliding sleeve structure 21; a slide card slot 22; a slide mounting plate 23; a return spring structure 24; a rotation support base 25;
a fulcrum base 31; left support a32; a left support B33; a right support a34; a right support B35; a left rotary shaft structure 36; a right spindle structure 37; rotating the screw structure 38; a rotation driving mechanism 39;
A jig base 41; a fixed clamp body 42; a screw hole stage 43; a screw structure 44; a clamp driving mechanism 45; a movable clamp body 46.
Detailed Description
The preferred embodiments of the present utility model will be described in detail below with reference to the accompanying drawings so that the advantages and features of the present utility model can be more easily understood by those skilled in the art, thereby making clear and defining the scope of the present utility model.
In the description of the present utility model, it should be understood that the terms "center", "longitudinal", "lateral", "upper", "lower", "front", "rear", "left", "right", "vertical", "horizontal", "top", "bottom", "inner", "outer", etc. indicate orientations or positional relationships based on the orientations or positional relationships shown in the drawings, are merely for convenience in describing the present utility model and simplifying the description, and do not indicate or imply that the devices or elements referred to must have a specific orientation, be configured and operated in a specific orientation, and thus should not be construed as limiting the present utility model. Furthermore, it should be noted that the terms "disposed," "mounted," and "connected" are to be construed broadly, unless otherwise specifically indicated and limited.
Examples:
As shown in fig. 1, 2 and 3: the utility model provides an automatic device of demolishing of steel bar for high altitude construction, be provided with elevating system 1, steel bar receiving platform frame 2 and steel bar demolish the mechanism 3, steel bar demolish the mechanism 3 and install on steel bar receiving platform frame 2, and be close to the one end setting of building, elevating system 1 comprises lift support frame 11 and lift actuating mechanism 12, lift actuating mechanism 12 is used for driving steel bar receiving platform frame 2 and reciprocates in lift support frame 11, lift support frame 11 is through pre-buried high strength bolt fixed mounting on the building outer wall, after pier column template demolishs the mould, the staff will be by the way through pre-buried high strength bolt mounting lift support frame 11, high pier column involves a plurality of tie beams, the bent cap, lift support frame 11 just extends in building construction in-process section, so lift support frame 11 is usually one section concatenation forms, can not cause extra time of building and process, be favorable to improving the steel bar demolishs efficiency.
The steel bar dismantling mechanism 3 comprises a fulcrum base 31, a left support frame A32, a left support frame B33, a right support frame A34, a right support frame B35 and a clamp body structure 4, wherein one ends of the left support frame A32 and the right support frame A34 are respectively rotatably arranged in the middle of the fulcrum base 31 and can be arranged on the same rotating shaft, but interference is easy to form or the supporting strength is insufficient, a rubber pad is generally not adopted, the fulcrum base 31 is provided with the rubber pad, and the fulcrum base 31 is tightly pressed on the outer wall of a building through the rubber pad.
The other ends of the left support frame A32 and the right support frame A34 are respectively provided with a left rotating shaft structure 36 and a right rotating shaft structure 37, one ends of the left support frame B33 and the right support frame B35 are respectively in rotating connection with the left support frame A32 and the right support frame A34 through the left rotating shaft structure 36 and the right rotating shaft structure 37, the other ends of the left support frame B33 and the right support frame B35 are rotatably arranged on the side part of the clamp body structure 4, a front threaded hole and a back threaded hole are respectively formed in the left rotating shaft structure 36 and the right rotating shaft structure 37, a rotary screw structure 38 is arranged in the front threaded hole and the back threaded hole, the rotary screw structure 38 is provided with a front screw part and a back screw part, the front threaded hole and the back threaded hole are respectively matched with the front screw part and the back screw part, and the rotary screw structure 38 is also connected with a rotary driving mechanism 39.
The above-mentioned rotary drive mechanism 39 is composed of a rotary motor and a reduction gearbox structure, which are sequentially connected with the rotary screw structure 38 by transmission, and the rotary motor and the reduction gearbox structure are mounted on the slide mounting plate 23.
Sliding clamping grooves 22 are formed in two side portions of the steel bar receiving platform frame 2, a sliding mounting plate 23 is slidably mounted in the sliding clamping grooves 22, a return spring structure 24 is further mounted in the sliding clamping grooves 22, the return spring structure 24 is connected with the side face of the sliding mounting plate 23, a rotating supporting seat 25 is further mounted on the sliding mounting plate 23, and a rotating screw structure 38 is rotatably mounted in the rotating supporting seat 25.
The lifting driving mechanism 12 comprises a driving motor, a speed changing transmission box and a driving gear, wherein the driving motor, the speed changing transmission box and the driving gear are sequentially connected in a transmission way, the driving gear is meshed with the rack type guide rail structure 14, the driving motor and the speed changing transmission box are arranged on the steel bar receiving platform frame 2, a sliding sleeve structure 21 is further arranged on the steel bar receiving platform frame 2, and the sliding sleeve structure 21 is in sliding fit with the limiting sliding rod structure 13.
A limiting slide bar structure 13 and a rack type guide rail structure 14 are arranged in the lifting support frame 11, the limiting slide bar structure 13 and the rack type guide rail structure 14 are vertically arranged in parallel, and the rack type guide rail structure 14 comprises one rack guide rail and can be provided with a plurality of rack guide rails, but the necessity is not great; the limiting slide bar structure 13 comprises two limiting slide bars, the two limiting slide bars are symmetrically arranged at two sides of the rack type guide rail structure 14, the sliding sleeve structure 21 comprises two sliding sleeves, the two sliding sleeves are respectively sleeved on the two limiting slide bars, and the sliding limiting of the steel bar receiving platform frame 2 in the up-and-down moving process can be realized in a mode that limiting slide grooves are formed in two sides of the rack type guide rail structure 14, but the structure is simpler in the mode, but the moment capable of being born is smaller in general, and the sliding sleeve structure is not suitable for being used when the steel bar receiving platform frame 2 bears a steel bar with larger weight.
The fixture body structure 4 is provided with a fixture base 41, a fixed clamp body 42 is arranged at one end part of the fixture base 41, a threaded hole table 43 is arranged at the other end part of the fixture base 41, a threaded hole is arranged in the middle of the threaded hole table 43, a screw structure 44 is installed in the threaded hole, one end of the screw structure 44 is connected with a clamping driving mechanism 45, the other end of the screw structure 44 is connected with a movable clamp body 46, the movable clamp body 46 is slidably installed on the fixture base 41, the movable clamp body 46 and the fixed clamp body 42 are oppositely arranged, the clamping driving mechanism 45 is composed of a motor and a transmission gear box, the motor, the transmission gear box and the screw structure 44 are sequentially connected in a transmission mode, jaw plates are installed on opposite surfaces of the movable clamp body 46 and the fixed clamp body 42, and the motor, the transmission gear box and the screw structure 44 can also alternatively adopt electric push rods to realize the same clamping function.
The utility model is realized in the following way: the steel bar receiving platform frame 2 moves upwards in the lifting support frame 11 through the lifting driving mechanism 12, the upper lifting support frame 11 is built and installed by embedding high-strength bolts section by section in the construction process of high pier construction, extra building time and working procedures are not caused, and the steel bar dismantling efficiency is improved; the steel bar receiving platform frame 2 moves to the lower part of one end of the steel bar to be removed, at this time, the steel bar to be removed is positioned in a clamping opening between a movable clamp body 46 and a fixed clamp body 42 in a clamp body structure 4, a rotary driving mechanism 39 drives a rotary screw structure 38 to rotate positively, so that a left rotary shaft structure 36 and a right rotary shaft structure 37 simultaneously outwards open, thereby the left support frame A32 and the left support frame B33, the right support frame A34 and the right support frame B35 shrink at both ends, namely, the clamp body structure 4 and a fulcrum base 31 shrink at both ends, at this time, a rubber pad of the fulcrum base 31 is tightly pressed on the outer wall of a building, the sliding mounting plate 23 is enabled to be close to the outer wall of the building as much as possible under the action of a reset spring structure 24, so that the clamp body structure 4 clamps the steel bar to be removed, and then the rotary driving mechanism 39 drives a rotary screw structure 38 to reversely rotate, so that the left rotary shaft structure 36 and the right rotary shaft structure 37 simultaneously inwards shrink, thereby the left support frame A32 and the left support frame B33, the right support frame A34 and the right support frame B35 expand at both ends, namely, the fulcrum base 31 are pulled apart, the fulcrum base 31 is tightly pressed on the outer wall of the building outer wall as a fixed support frame, the steel bar is prevented from being pulled down by the clamp body structure 2, the steel bar is removed from the whole operation platform frame 2, the operation is removed from the steel bar receiving platform frame 2, the whole is removed, the operation is completed, the steel bar is removed from the whole is more conveniently, and the operation is completely, and the operation is completed, and the steel bar is removed from the whole is removed from the lower than the frame 2, and the operation is completely is removed from the lifting and is removed from the steel bar is removed from the frame 2, and is removed from the frame. The steel bar dismantling efficiency can be improved without using a crane or other large engineering vehicles, and the dismantling cost is lower.
Although embodiments of the present utility model have been shown and described, it will be understood by those skilled in the art that various changes, modifications, substitutions and alterations can be made therein without departing from the spirit and scope of the utility model as defined by the appended claims.
Claims (10)
1. The utility model provides an automatic device of demolishing of steel bar for high altitude construction which characterized in that: the steel bar dismantling device comprises a lifting mechanism (1), a steel bar receiving platform frame (2) and a steel bar dismantling mechanism (3), wherein the steel bar dismantling mechanism (3) is arranged on the steel bar receiving platform frame (2) and is arranged close to one end of a building, the lifting mechanism (1) consists of a lifting support frame (11) and a lifting driving mechanism (12), and the lifting driving mechanism (12) is used for driving the steel bar receiving platform frame (2) to move up and down in the lifting support frame (11);
The steel bar dismantling mechanism (3) comprises a fulcrum base (31), a left support frame A (32), a left support frame B (33), a right support frame A (34), a right support frame B (35) and a clamp body structure (4), one ends of the left support frame A (32) and the right support frame A (34) are rotatably arranged in the middle of the fulcrum base (31), a left rotating shaft structure (36) and a right rotating shaft structure (37) are respectively arranged at the other ends of the left support frame A (32) and the right support frame A (34), one ends of the left support frame B (33) and the right support frame B (35) are rotatably connected with the left support frame A (32) and the right support frame A (34) through the left rotating shaft structure (36) and the right rotating shaft structure (37), a positive threaded hole and a negative threaded hole are respectively formed in the left rotating shaft structure (36) and the right rotating shaft structure (37), a rotating screw structure (38) is arranged in the positive threaded hole and the negative threaded hole, a screw structure (38) is provided with a positive threaded hole and a negative threaded hole and a screw structure (39) which are rotatably connected with the screw structure (38).
2. The automatic steel bar removing apparatus for high-altitude buildings according to claim 1, wherein: be provided with spacing slide bar structure (13) and rack-type guide rail structure (14) in lift support frame (11), spacing slide bar structure (13) and the vertical parallel arrangement of rack-type guide rail structure (14), lift actuating mechanism (12) are including driving motor, gearbox and drive gear, driving motor, gearbox and drive gear are transmission connection in proper order, and drive gear and rack-type guide rail structure (14) meshing, driving motor and gearbox are installed on bar receiving platform frame (2) still be provided with sliding sleeve structure (21) on bar receiving platform frame (2), sliding sleeve structure (21) and spacing slide bar structure (13) sliding fit.
3. The automatic steel bar removing apparatus for high-altitude buildings according to claim 2, wherein: the limiting slide bar structure (13) comprises two limiting slide bars, the two limiting slide bars are symmetrically arranged on two sides of the rack type guide rail structure (14), the sliding sleeve structure (21) comprises two sliding sleeves, and the two sliding sleeves are respectively sleeved on the two limiting slide bars.
4. The automatic steel bar removing apparatus for high-altitude buildings according to claim 2, wherein: the rack guide rail structure (14) comprises at least one rack guide rail.
5. The automatic steel bar removing apparatus for high-altitude buildings according to any one of claims 1 to 4, wherein: the lifting support frame (11) is fixedly arranged on the outer wall of the building through a pre-buried high-strength bolt.
6. The automatic steel bar removing apparatus for high-altitude buildings according to claim 5, wherein: the fulcrum base (31) is provided with a rubber pad, and the fulcrum base (31) is tightly pressed on the outer wall of a building through the rubber pad.
7. The automatic steel bar removing apparatus for high-altitude buildings according to claim 1 or 6, wherein: sliding clamping grooves (22) are formed in two side portions of the steel bar receiving platform frame (2), a sliding mounting plate (23) is slidably mounted in the sliding clamping grooves (22), a return spring structure (24) is further mounted in the sliding clamping grooves (22), and the return spring structure (24) is connected with the side face of the sliding mounting plate (23).
8. The automatic steel bar removing apparatus for high-altitude buildings according to claim 7, wherein: the rotary driving mechanism (39) consists of a rotary motor and a reduction gearbox structure, the rotary motor and the reduction gearbox structure are sequentially connected with a rotary screw structure (38) in a transmission way, and the rotary motor and the reduction gearbox structure are arranged on the sliding mounting plate (23);
The sliding mounting plate (23) is also provided with a rotating support seat (25), and the rotating screw structure (38) is rotatably arranged in the rotating support seat (25).
9. The automatic steel bar removing apparatus for high-altitude buildings according to claim 1 or 8, wherein: the clamp body structure (4) is provided with a clamp base (41), one end part of the clamp base (41) is provided with a fixed clamp body (42), the other end part of the clamp base (41) is provided with a threaded hole table (43), the middle part of the threaded hole table (43) is provided with a threaded hole, a screw structure (44) is installed in the threaded hole, one end of the screw structure (44) is connected with a clamping driving mechanism (45), the other end of the screw structure (44) is connected with a movable clamp body (46), the movable clamp body (46) is slidably mounted on the clamp base (41), and the movable clamp body (46) and the fixed clamp body (42) are oppositely arranged.
10. The automatic steel bar removing apparatus for high-altitude buildings according to claim 9, wherein: the clamping driving mechanism (45) consists of a motor and a transmission gear box, the motor, the transmission gear box and the screw structure (44) are sequentially connected in a transmission way, and jaw plates are arranged on opposite surfaces of the movable clamp body (46) and the fixed clamp body (42).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202420380539.3U CN222025511U (en) | 2024-02-28 | 2024-02-28 | Automatic steel rod removal device for high-altitude buildings |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202420380539.3U CN222025511U (en) | 2024-02-28 | 2024-02-28 | Automatic steel rod removal device for high-altitude buildings |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN222025511U true CN222025511U (en) | 2024-11-19 |
Family
ID=93439992
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202420380539.3U Active CN222025511U (en) | 2024-02-28 | 2024-02-28 | Automatic steel rod removal device for high-altitude buildings |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN222025511U (en) |
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2024
- 2024-02-28 CN CN202420380539.3U patent/CN222025511U/en active Active
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