CN215482336U - Multifunctional full-automatic climbing tower building device - Google Patents

Multifunctional full-automatic climbing tower building device Download PDF

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Publication number
CN215482336U
CN215482336U CN202120991367.XU CN202120991367U CN215482336U CN 215482336 U CN215482336 U CN 215482336U CN 202120991367 U CN202120991367 U CN 202120991367U CN 215482336 U CN215482336 U CN 215482336U
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China
Prior art keywords
frame body
climbing
tower
outer frame
platform
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CN202120991367.XU
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Chinese (zh)
Inventor
翟保进
周明生
李拔周
苏艳
阮明华
王磊
高鑫林
袁小龙
曾炜
李忠育
王恒珂
李天成
陈橙
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CCCC Wuhan Harbour Engineering Design and Research Institute Co Ltd
China Communications 2nd Navigational Bureau 2nd Engineering Co Ltd
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CCCC Wuhan Harbour Engineering Design and Research Institute Co Ltd
China Communications 2nd Navigational Bureau 2nd Engineering Co Ltd
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Abstract

The utility model discloses a multifunctional full-automatic climbing tower building device, which comprises an embedded part system, a climbing device, an outer frame body, an inner frame body, a template system and a vibrating system, wherein the embedded part system is arranged on the outer frame body; the outer frame body and the inner frame body are of space truss structures, the climbing device is fixed to the outer side of a poured bridge tower through an embedded part system, the outer frame body is installed on the climbing device, the inner frame body is fixed to the inner side of the poured bridge tower through the embedded part system, and the vibrating system is installed on the outer frame body. The utility model realizes the high integration of the functions of the bridge cable tower construction.

Description

Multifunctional full-automatic climbing tower building device
Technical Field
The utility model relates to the technical field of bridge construction structures. More particularly, the utility model relates to a multifunctional full-automatic climbing tower building device.
Background
The top mould, the lift mould, the hydraulic pressure creeping formwork that conventional bridge tower construction adopted have during the construction that operating condition is relatively poor, the efficiency of construction is lower, the construction quality is not high, the great scheduling problem of safe risk, for solving this type of problem, novel tower device of building also should be transported, but appear the structure again huge, with high costs, the work efficiency is low, the process is complicated scheduling problem.
The top die, the lifting die, the hydraulic climbing die and the novel tower building device which are used at present can realize automatic climbing, but still need a large amount of manual intervention.
SUMMERY OF THE UTILITY MODEL
The utility model aims to solve the defects of the background technology and provide a multifunctional full-automatic climbing tower building device.
To achieve these objects and other advantages in accordance with the present invention, there is provided a multifunctional full-automatic climbing tower building apparatus, including an embedment system, a climbing apparatus, an outer frame, an inner frame, a formwork system, and a vibrating system;
the outer frame body and the inner frame body are of space truss structures, the climbing device is fixed to the outer side of a poured bridge tower through an embedded part system, the outer frame body is installed on the climbing device, the inner frame body is fixed to the inner side of the poured bridge tower through the embedded part system, and the vibrating system is installed on the outer frame body.
Preferably, the embedment system includes: the device comprises hexagonal flange face bolts, conical nuts, anti-cracking meshes, finish-rolled threaded steel bars, an anchorage and an anchor backing plate; the finish rolling threaded steel bar is sequentially provided with a hexagon flange face bolt, a conical nut, a plurality of anti-cracking net pieces, an anchorage device, an anchor backing plate and an anchorage device, and the conical nut, the anti-cracking net pieces, the 2 anchorage devices and the anchor backing plate are all pre-buried in the poured bridge tower.
Preferably, the climbing device comprises an anchor shoe, a horizontal beam, an upper climbing box, a support rod, an adjusting oil cylinder, a jacking oil cylinder, a lower climbing box, a first track and a first track support leg;
the anchor shoe is anchored on the poured bridge tower through an embedded part system; the horizontal beam, the climbing box and the brace rod are connected into a stable triangular stress system and are arranged on the anchor shoe; the adjusting oil cylinder is arranged on the upper climbing box and is opposite to the poured bridge tower; the jacking oil cylinder is arranged on the upper climbing box and connected with the lower climbing box; the first track is arranged on the anchor boot and penetrates through the upper climbing box and the lower climbing box; the first track supporting foot is installed on the first track and tightly props up a poured bridge tower, and a safety pin is arranged on the anchor shoe.
Preferably, the outer frame body comprises a main truss sheet, an I-shaped frame body, a II-shaped frame body and a telescopic platform;
the main truss piece, the I-shaped frame body, the II-shaped frame body and the telescopic platform are connected to form a space truss structure.
Preferably, the inner frame body comprises a main frame, and a cloth suspension platform, a bearing platform, a modification suspension platform, a walkway installation platform, a bearing hanging piece, an inner connection platform and a ladder stand guardrail which are arranged on the main frame.
Preferably, the formwork system comprises inner and outer formworks and a counter-pull system.
Preferably, the vibrating system comprises a bracket, a rotary arm support, an electric hoist, a winding roll, a vibrator, a universal traveling wheel and a second track;
the bracket is fixed in outer frame body top, the second track is laid on the bracket, universal traveling wheel sets up on the second track, and the swinging boom erects and arranges in universal traveling wheel on, take-up reel and electric block are all fixed in on the rotatory cantilever crane, the vibrator is connected with spiral and electric block on the take-up reel.
The utility model at least comprises the following beneficial effects: the multifunctional full-automatic climbing tower building device is installed on a built bridge tower, automatic climbing is realized through alternate stress of the jacking oil cylinder and the upper and lower climbing boxes, pouring of the rest part of the bridge tower is gradually completed, and integration of the full-automatic climbing tower building device is realized.
Additional advantages, objects, and features of the utility model will be set forth in part in the description which follows and in part will become apparent to those having ordinary skill in the art upon examination of the following or may be learned from practice of the utility model.
Drawings
FIG. 1 is a top view of a multifunctional fully-automatic climbing tower building device;
FIG. 2 is a front view of the multifunctional full-automatic climbing tower building device;
FIG. 3 is a front view of an embedment system;
FIG. 4 is a front view of the climbing device;
FIG. 5 is a top view of the outer frame;
FIG. 6 is a front view of the outer frame;
FIG. 7 is a front view of the inner frame;
fig. 8 is a side view of the inner frame body;
FIG. 9 is a top view of the template system;
fig. 10 is a front view of the tamper system;
fig. 11 is a top view of the tamper system.
Description of reference numerals: 001 poured bridge tower, 100 embedment system, 200 climbing device, 300 outer frame body, 400 inner frame body, 500 formwork system, 600 vibration system, 101 hexagonal flange face bolt, 102 conical nut, 103 anti-cracking mesh sheet, 104 finish rolling threaded steel bar, 105 anchorage, 106 anchor backing plate, 201 anchor shoe, 202 safety pin, 203 horizontal beam, 204 upper climbing box, 205 brace rod, 206 adjusting cylinder, 207 jacking cylinder, 208 lower climbing box, 209 first rail, 210 rail brace, 211 pin shaft one, 212 pin shaft two, 301 main truss sheet, 302I frame body, 303 II frame body, 304 telescopic platform, 401 cloth suspension platform, 402 main frame, 403 bearing platform, 404 modified suspension platform, 405 walkway mounting platform, 406 bearing hanger, 407 inner communicating platform, 408 ladder guard rail, 501 inner formwork, 502 outer formwork, 503 counter-pulling system, 601 bracket, 602 rotation, 603 electric hoist, 604 coiling disc, 605 vibrator, 606 universal road wheels, 607 second tracks.
Detailed Description
The present invention is further described in detail below with reference to examples so that those skilled in the art can practice the utility model with reference to the description.
In the description of the present invention, the terms "lateral", "longitudinal", "up", "down", "front", "back", "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 only for convenience in describing the present invention and simplifying the description, and do not indicate or imply that the device or element being referred to must have a particular orientation, be constructed and operated in a particular orientation, and thus, should not be construed as limiting the present invention.
As shown in fig. 1-2, the present invention provides a multifunctional full-automatic climbing tower building apparatus, which includes an embedded part system 100, a climbing apparatus 200, an outer frame 300, an inner frame 400, a formwork system 500 and a vibrating system 600;
the outer frame body 300 and the inner frame body 400 are both of a space truss structure, the climbing device 200 is fixed to the outer side of the poured bridge tower 001 through an embedded part system 100, the outer frame body 300 is installed on the climbing device 200, the inner frame body 400 is fixed to the inner side of the poured bridge tower 001 through the embedded part system 100, and the vibrating system 600 is installed on the outer frame body 300.
In the above embodiment, the multifunctional full-automatic climbing tower building device is installed on a poured bridge tower 001, and the automatic climbing is realized by the alternate stress of the jacking cylinder 207 and the up-down climbing box 208, so as to gradually complete the pouring of the rest part of the bridge tower.
The technical scheme can also comprise the following technical details so as to better realize the technical effects: the embedment system 100 includes: the steel plate comprises hexagonal flange face bolts 101, conical nuts 102, an anti-cracking mesh sheet 103, finish-rolled threaded steel bars 104, an anchor 105 and an anchor backing plate 106; the finish rolling threaded steel bars 104 are sequentially provided with hexagonal flange face bolts 101, conical nuts 102, a plurality of anti-cracking meshes 103, anchors 105, anchor backing plates 106 and anchors 105, and the conical nuts 102, the anti-cracking meshes 103, the 2 anchors 105 and the anchor backing plates 106 are all embedded in the poured bridge tower 001.
The technical scheme can also comprise the following technical details so as to better realize the technical effects: as shown in fig. 4, the climbing device 200 comprises an anchor shoe 201, a horizontal beam 203, an upper climbing box 204, a brace 205, an adjusting cylinder 206, a jacking cylinder 207, a lower climbing box 208, a first rail 209 and a first rail brace 210;
the anchor shoe 201 is anchored on the poured bridge tower 001 through the embedded part system 100; the horizontal beam 203, the climbing box 204 and the stay bar 205 are connected into a stable triangular stress system through a first pin shaft 211 and a second pin shaft 212 and are arranged on the anchor shoe 201; the adjusting oil cylinder 206 is arranged on the climbing box 204 and is opposite to the poured bridge tower 001; the jacking oil cylinder 207 is arranged on the upper climbing box 204 and is connected with the lower climbing box 208; a first rail 209 is arranged on the anchor shoe 201 and penetrates through the climbing box 204 and the descending box 208; the first rail brace 210 is installed on the first rail 209 and is used for jacking the poured bridge tower 001, and the anchor shoe 201 is provided with the safety pin 202.
The technical scheme can also comprise the following technical details so as to better realize the technical effects: as shown in fig. 5 to 6, the external frame 300300 includes a main truss 301, an I-shaped frame 302, a ii-shaped frame 303, and a telescopic platform 304;
the main truss pieces 301, the I-shaped frame bodies 302, the II-shaped frame bodies 303 and the telescopic platforms 304 are connected to form a space truss structure.
The technical scheme can also comprise the following technical details so as to better realize the technical effects: as shown in fig. 7 to 8, the inner frame 400400 includes a main frame, and a cloth suspension platform 401, a carrying platform 403, a finishing suspension platform 404, a walkway installation platform 405, a carrying hanger 406, an inner connecting platform 407, and a ladder guardrail 408 disposed thereon.
The technical scheme can also comprise the following technical details so as to better realize the technical effects: the formwork system 500 includes inner and outer formworks and a counter-pulling system, and is mainly used for concrete casting. As shown in fig. 9, the template system 500500 includes an inner template 501, an outer template 502, and a counter-pull system 503. The inner formwork 501 and the outer formwork 502 form a concrete 001 molding cavity through a split system 503.
The technical scheme can also comprise the following technical details so as to better realize the technical effects: as shown in fig. 10 to 11, the vibrating system 600 is mainly used for automatic vibration of concrete, and the vibrating system 600600 includes a bracket 601, a rotary arm support 602, an electric hoist 603, a winding roll 604, a vibrator 605, a universal traveling wheel 606 and a second track 606, and effective vibration of concrete is realized by lowering and lifting the vibrator;
the bracket 601 is fixed to the top of the outer frame body 300, the second track 606 is laid on the bracket 601, the universal traveling wheels 606 are arranged on the second track 606, the rotating arm support 602 is arranged on the universal traveling wheels 606, the winding roll 604 and the electric hoist 603 are both fixed on the rotating arm support 602, and the vibrator 605 is connected with the winding roll on the winding roll 604 and the electric hoist 603.
While embodiments of the utility model have been described above, it is not limited to the applications set forth in the description and the embodiments, which are fully applicable to various fields of endeavor for which the utility model may be embodied with additional modifications as would be readily apparent to those skilled in the art, and the utility model is therefore not limited to the details given herein and to the embodiments shown and described without departing from the generic concept as defined by the claims and their equivalents.

Claims (7)

1. A multifunctional full-automatic climbing tower building device is characterized by comprising an embedded part system, a climbing device, an outer frame body, an inner frame body, a template system and a vibrating system;
the outer frame body and the inner frame body are of space truss structures, the climbing device is fixed to the outer side of a poured bridge tower through an embedded part system, the outer frame body is installed on the climbing device, the inner frame body is fixed to the inner side of the poured bridge tower through the embedded part system, and the vibrating system is installed on the outer frame body.
2. The multifunctional full-automatic climbing tower building device according to claim 1, wherein the embedded part system comprises: the device comprises hexagonal flange face bolts, conical nuts, anti-cracking meshes, finish-rolled threaded steel bars, an anchorage and an anchor backing plate; the finish rolling threaded steel bar is sequentially provided with a hexagon flange face bolt, a conical nut, a plurality of anti-cracking net pieces, an anchorage device, an anchor backing plate and an anchorage device, and the conical nut, the anti-cracking net pieces, the 2 anchorage devices and the anchor backing plate are all pre-buried in the poured bridge tower.
3. The multifunctional full-automatic climbing tower building device according to claim 1, wherein the climbing device comprises an anchor shoe, a horizontal beam, an upper climbing box, a brace rod, an adjusting cylinder, a jacking cylinder, a lower climbing box, a first rail and a first rail brace;
the anchor shoe is anchored on the poured bridge tower through an embedded part system; the horizontal beam, the climbing box and the brace rod are connected into a stable triangular stress system and are arranged on the anchor shoe; the adjusting oil cylinder is arranged on the upper climbing box and is opposite to the poured bridge tower; the jacking oil cylinder is arranged on the upper climbing box and connected with the lower climbing box; the first track is arranged on the anchor boot and penetrates through the upper climbing box and the lower climbing box; the first track supporting foot is installed on the first track and tightly props up a poured bridge tower, and a safety pin is arranged on the anchor shoe.
4. The multifunctional full-automatic climbing tower building device according to claim 1, wherein the outer frame comprises a main truss sheet, an I-shaped frame, a II-shaped frame and a telescopic platform;
the main truss piece, the I-shaped frame body, the II-shaped frame body and the telescopic platform are connected to form a space truss structure.
5. The multifunctional full-automatic climbing tower building device according to claim 1, wherein the inner frame body comprises a main frame, and a cloth suspension platform, a bearing platform, a decoration suspension platform, a walkway installation platform, a bearing pendant, an interconnection platform and a ladder stand guardrail arranged on the main frame.
6. The multifunctional full-automatic climbing tower-building device according to claim 1, wherein the formwork system comprises an inner formwork, an outer formwork and a counter-pulling system.
7. The multifunctional full-automatic climbing tower-building device according to claim 1, wherein the vibrating system comprises a bracket, a rotary arm support, an electric hoist, a winding reel, a vibrator, a universal traveling wheel and a second track;
the bracket is fixed in outer frame body top, the second track is laid on the bracket, universal traveling wheel sets up on the second track, and the swinging boom erects and arranges in universal traveling wheel on, take-up reel and electric block are all fixed in on the rotatory cantilever crane, the vibrator is connected with spiral and electric block on the take-up reel.
CN202120991367.XU 2021-05-11 2021-05-11 Multifunctional full-automatic climbing tower building device Active CN215482336U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN202120991367.XU CN215482336U (en) 2021-05-11 2021-05-11 Multifunctional full-automatic climbing tower building device

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN202120991367.XU CN215482336U (en) 2021-05-11 2021-05-11 Multifunctional full-automatic climbing tower building device

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CN215482336U true CN215482336U (en) 2022-01-11

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Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN114790701A (en) * 2022-06-07 2022-07-26 中交第二航务工程局有限公司 Automatic vibrating device for pier column concrete and construction method
CN115898120A (en) * 2022-09-29 2023-04-04 中交二航局第二工程有限公司 Intelligent high tower construction method

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN114790701A (en) * 2022-06-07 2022-07-26 中交第二航务工程局有限公司 Automatic vibrating device for pier column concrete and construction method
CN115898120A (en) * 2022-09-29 2023-04-04 中交二航局第二工程有限公司 Intelligent high tower construction method

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