CN104453198A - Internally-climbed tower crane shaft handling frame - Google Patents

Internally-climbed tower crane shaft handling frame Download PDF

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Publication number
CN104453198A
CN104453198A CN201410715181.6A CN201410715181A CN104453198A CN 104453198 A CN104453198 A CN 104453198A CN 201410715181 A CN201410715181 A CN 201410715181A CN 104453198 A CN104453198 A CN 104453198A
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CN
China
Prior art keywords
main joist
handling frame
joist
vertical main
rod
Prior art date
Application number
CN201410715181.6A
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Chinese (zh)
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CN104453198B (en
Inventor
王洪涛
周洋
吴豪
李幼安
廖万希
阳强
李其斌
张飞
廖飞
惠文军
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中建三局集团有限公司
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Priority to CN201410715181.6A priority Critical patent/CN104453198B/en
Publication of CN104453198A publication Critical patent/CN104453198A/en
Application granted granted Critical
Publication of CN104453198B publication Critical patent/CN104453198B/en

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Abstract

The invention discloses an internally-climbed tower crane shaft handling frame which comprises frame body main keels, fame body auxiliary keels, operating flat plates, diagonal pull protection steel pipes, horizontal pull protection steel pipes and wall-linking rods. Each frame body main keel comprises vertical main keels, wall-linking support main keels, horizontal connecting main keels and diagonal-bracing connecting main keels, wherein the wall-linking support main keels are connected with the lower ends of the vertical main keels through the horizontal connecting main keels and the diagonal-bracing connecting main keels. The number of the vertical main keels is at least two, and the vertical main keels are distributed side by side and are connected through the fame body auxiliary keels. The operating flat plates are located on one side of each fame body auxiliary keel, and the diagonal pull protection steel pipes are used for connecting the operating flat plates and the vertical main keels. The wall-linking support main keels are provided with wall-linking rod reinforcement holes for connection of the wall-linking rods. The internally-climbed tower crane shaft handling frame can be machined and prefabricated in advance, is quickly installed in an internally-climbed tower crane shaft in one time, can be lifted along with an operation layer in use and looks like an internally-climbed handling frame in shape.

Description

Inside-climbing tower crane well handling frame
Technical field
The present invention relates to the realm of building construction, specifically a kind of inside-climbing tower crane well handling frame.
Background technology
At present, in the construction of traditional inside-climbing tower crane well construction, major part directly adopts i iron of encorbelmenting to set up steel pipe frame, sets up speed slow, when inside-climbing tower crane well climbs, need the support body removing inside-climbing tower crane well periphery, need with floor construction afterwards, need again to repeat to set up, thus, repeatedly set up and remove steel pipe frame by the labour of at substantial, have a strong impact on the progress of construction.
Summary of the invention
The object of the present invention is to provide a kind of inside-climbing tower crane well handling frame, breach the method that traditional overhang steel pipe support sets up handling frame, prefabricated handling frame can be processed in advance by providing a kind of, the handling frame that an express delivery is installed in inside-climbing tower crane well, can promote with work layer and use, form is as inner climbing type handling frame.
For achieving the above object, the invention provides following technical scheme:
A kind of inside-climbing tower crane well handling frame, comprises support body main joist, support body secondary joist, operate tablet, oblique drawknot protection steel pipe, horizontal drawknot protection steel pipe and wall connecting rod; Described support body main joist comprises vertical main joist, even wall bracket main joist, level connection joint main joist and is connected main joist with diagonal brace, and described even wall bracket main joist is connected main joist by level connection joint main joist and is connected with the lower end of vertical main joist with diagonal brace; The quantity of described vertical main joist is at least 2, and described vertical main joist distributes side by side, adopts support body secondary joist to connect between described vertical main joist; Described operate tablet is positioned at the side of support body secondary joist, and described oblique drawknot protection steel pipe is used for attended operation flat board and vertical main joist; Described company on wall bracket main joist has wall connecting rod reinforced hole, for connecting wall connecting rod.
As the further scheme of the present invention: described support body main joist adopts 16# rectangle square steel.
As the further scheme of the present invention: the quantity of described vertical main joist is 3, the described quantity connecting wall bracket main joist is 3, and the quantity of described level connection joint main joist is 6, and the quantity that described diagonal brace connects main joist is 3.
As the further scheme of the present invention: described operate tablet is connected with the vertical main joist at two ends respectively by oblique drawknot protection steel pipe away from the dual-side of vertical main joist.
As the further scheme of the present invention: described operate tablet comprises steel plate pedal and operate tablet keel, described steel plate pedal adopts the thick checkered steel plate of 3mm, described operate tablet keel adopt 14# channel-section steel, and described steel plate pedal and operate tablet keel adopt and are welded to connect.
As the further scheme of the present invention: the number of described operate tablet is at least 3 pieces.
As the further scheme of the present invention: the width of described operate tablet is 350mm.
As the further scheme of the present invention: the number of described wall connecting rod is 6, the diameter of described wall connecting rod is 40mm.
As the further scheme of the present invention: also adopt horizontal drawknot to protect fastener for connection between described vertical main joist.
As the further scheme of the present invention: described company on wall bracket main joist has 2 wall connecting rod reinforced holes, and for connecting 2 wall connecting rods, the other end of described wall connecting rod is connected with the shear wall of inside-climbing tower crane well.
Compared with prior art, the invention has the beneficial effects as follows:
The present invention breaches the method that traditional overhang steel pipe support sets up handling frame, prefabricated handling frame can be processed in advance by providing a kind of, the handling frame that an express delivery is installed in inside-climbing tower crane well, can promote with work layer and using, form, as inner climbing type handling frame, is specifically divided into two features:
(1) at processing factory or site prefabrication good inside-climbing tower crane well handling frame, below inside-climbing tower crane well operations layer can be quick mounting at the scene, as the handling frame of work layer; Along with the upwards construction of floor, progressively lifting operation frame.
(2) handling frame progressively promotes with work layer, only needs erection & lift to fix, repeats to set up without the need to setting up steel pipe frame as i iron of encorbelmenting, saves a large amount of artificial, and has no effect to climbing of inside-climbing tower crane.
Accompanying drawing explanation
Fig. 1 is the structural representation of inside-climbing tower crane well handling frame;
Fig. 2 is the scheme of installation of inside-climbing tower crane well handling frame;
In figure: 1-support body secondary joist, 2-operate tablet, 3-oblique drawknot protection steel pipe, 4-horizontal drawknot protection steel pipe, 5-wall connecting rod, the vertical main joist of 6-, 7-connect wall bracket main joist, 8-level connection joint main joist, the connection of 9-diagonal brace main joist, 10-steel plate pedal, 11-operate tablet keel.
Detailed description of the invention
Below in conjunction with the embodiment of the present invention, be clearly and completely described the technical scheme in the embodiment of the present invention, obviously, described embodiment is only the present invention's part embodiment, instead of whole embodiments.Based on the embodiment in the present invention, those of ordinary skill in the art, not making the every other embodiment obtained under creative work prerequisite, belong to the scope of protection of the invention.
Refer to Fig. 1-2, in the embodiment of the present invention, a kind of inside-climbing tower crane well handling frame, comprises support body main joist, support body secondary joist 1, operate tablet 2, oblique drawknot protection steel pipe 3, horizontal drawknot protection steel pipe 4 and wall connecting rod 5; Support body main joist comprises vertical main joist 6, even wall bracket main joist 7, level connection joint main joist 8 and is connected main joist 9 with diagonal brace, and company's wall bracket main joist 7 is connected main joist 9 by level connection joint main joist 8 and is connected with the lower end of vertical main joist 6 with diagonal brace; The quantity of vertical main joist 6 is at least 2, and vertical main joist 6 distributes side by side, adopts support body secondary joist 1 to connect between vertical main joist 6; Operate tablet 2 is positioned at the side of support body secondary joist 1, and oblique drawknot protection steel pipe 3 is for attended operation dull and stereotyped 2 and vertical main joist 6; Connect on wall bracket main joist 7 and have 2 wall connecting rod reinforced holes, for connecting wall connecting rod 5, the other end of wall connecting rod 5 is connected with the shear wall of inside-climbing tower crane well.
Support body main joist adopts 16# rectangle square steel.The quantity of vertical main joist 6 is 3, and the quantity connecting wall bracket main joist 7 is 3, and the quantity of level connection joint main joist 8 is 6, and the quantity that diagonal brace connects main joist 9 is 3.Operate tablet 2 is connected with the vertical main joist 6 at two ends respectively by oblique drawknot protection steel pipe 3 away from the dual-side of vertical main joist 6.Operate tablet 2 comprises steel plate pedal 10 and operate tablet keel 11, and steel plate pedal 10 adopts the thick checkered steel plate of 3mm, and operate tablet keel 11 adopt 14# channel-section steel, and steel plate pedal 10 and operate tablet keel 11 adopt and are welded to connect.The number of operate tablet 2 is at least 3 pieces.The width of operate tablet 2 is 350mm.The number of wall connecting rod 5 is 6, and the diameter of wall connecting rod 5 is 40mm.Also adopt horizontal drawknot to protect steel pipe 4 between vertical main joist 6 to connect.
The present invention, after work layer has been constructed, only needs to remove wall connecting rod 5, upwards promotes one deck, then install wall connecting rod 5, get final product hurried use, save a large amount of manpower and time, accelerate construction speed.
Width of the present invention, highly all can to adjust according to actual needs.
The present invention breaches the method that traditional overhang steel pipe support sets up handling frame, prefabricated handling frame can be processed in advance by providing a kind of, the handling frame that an express delivery is installed in inside-climbing tower crane well, can promote with work layer and using, form, as inner climbing type handling frame, is specifically divided into two features:
(1) at processing factory or site prefabrication good inside-climbing tower crane well handling frame, below inside-climbing tower crane well operations layer can be quick mounting at the scene, as the handling frame of work layer; Along with the upwards construction of floor, progressively lifting operation frame.
(2) handling frame progressively promotes with work layer, only needs erection & lift to fix, repeats to set up without the need to setting up steel pipe frame as i iron of encorbelmenting, saves a large amount of artificial, and has no effect to climbing of inside-climbing tower crane.
To those skilled in the art, obviously the invention is not restricted to the details of above-mentioned one exemplary embodiment, and when not deviating from spirit of the present invention or essential characteristic, the present invention can be realized in other specific forms.Therefore, no matter from which point, all should embodiment be regarded as exemplary, and be nonrestrictive, scope of the present invention is limited by claims instead of above-mentioned explanation, and all changes be therefore intended in the implication of the equivalency by dropping on claim and scope are included in the present invention.
In addition, be to be understood that, although this manual is described according to embodiment, but not each embodiment only comprises an independently technical scheme, this narrating mode of manual is only for clarity sake, those skilled in the art should by manual integrally, and the technical scheme in each embodiment also through appropriately combined, can form other embodiments that it will be appreciated by those skilled in the art that.

Claims (10)

1. an inside-climbing tower crane well handling frame, is characterized in that, comprises support body main joist, support body secondary joist (1), operate tablet (2), oblique drawknot protection steel pipe (3), horizontal drawknot protection steel pipe (4) and wall connecting rod (5); Described support body main joist comprises vertical main joist (6), even wall bracket main joist (7), level connection joint main joist (8) and is connected main joist (9) with diagonal brace, and described even wall bracket main joist (7) is connected main joist (9) by level connection joint main joist (8) with diagonal brace and is connected with the lower end of vertical main joist (6); The quantity of described vertical main joist (6) is at least 2, and described vertical main joist (6) distributes side by side, adopts support body secondary joist (1) to connect between described vertical main joist (6); Described operate tablet (2) is positioned at the side of support body secondary joist (1), and described oblique drawknot protection steel pipe (3) is for attended operation flat board (2) and vertical main joist (6); Described company on wall bracket main joist (7) has wall connecting rod reinforced hole, for connecting wall connecting rod (5).
2. interior cat ladder according to claim 1 hangs well handling frame, it is characterized in that, described support body main joist adopts 16# rectangle square steel.
3. interior cat ladder according to claim 1 hangs well handling frame, it is characterized in that, the quantity of described vertical main joist (6) is 3, the described quantity connecting wall bracket main joist (7) is 3, the quantity of described level connection joint main joist (8) is 6, and the quantity that described diagonal brace connects main joist (9) is 3.
4. interior cat ladder according to claim 1 hangs well handling frame, it is characterized in that, described operate tablet (2) is connected with the vertical main joist (6) at two ends respectively by oblique drawknot protection steel pipe (3) away from the dual-side of vertical main joist (6).
5. interior cat ladder according to claim 1 hangs well handling frame, it is characterized in that, described operate tablet (2) comprises steel plate pedal (10) and operate tablet keel (11), described steel plate pedal (10) adopts the thick checkered steel plate of 3mm, described operate tablet keel (11) adopt 14# channel-section steel, and described steel plate pedal (10) and operate tablet keel (11) adopt and are welded to connect.
6. according to claim 1 and 5 arbitrary described in cat ladder hang well handling frame, it is characterized in that, the number of described operate tablet (2) is at least 3 pieces.
7. interior cat ladder according to claim 1 hangs well handling frame, it is characterized in that, the width of described operate tablet (2) is 350mm.
8. interior cat ladder according to claim 1 hangs well handling frame, it is characterized in that, the number of described wall connecting rod (5) is 6, and the diameter of described wall connecting rod (5) is 40mm.
9. interior cat ladder according to claim 1 hangs well handling frame, it is characterized in that, also adopts horizontal drawknot to protect steel pipe (4) and connect between described vertical main joist (6).
10. interior cat ladder according to claim 1 hangs well handling frame, it is characterized in that, described company on wall bracket main joist (7) has 2 wall connecting rod reinforced holes, and for connecting 2 wall connecting rods (5), the other end of described wall connecting rod (5) is connected with the shear wall of inside-climbing tower crane well.
CN201410715181.6A 2014-12-02 2014-12-02 Inside-climbing tower crane well crosshead CN104453198B (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201410715181.6A CN104453198B (en) 2014-12-02 2014-12-02 Inside-climbing tower crane well crosshead

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201410715181.6A CN104453198B (en) 2014-12-02 2014-12-02 Inside-climbing tower crane well crosshead

Publications (2)

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CN104453198A true CN104453198A (en) 2015-03-25
CN104453198B CN104453198B (en) 2016-06-22

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Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US3207263A (en) * 1961-07-24 1965-09-21 Civil & Civic Pty Ltd Self-climbing formwork hoist
DE102007018853A1 (en) * 2007-04-20 2008-10-30 Doka Industrie Gmbh Self-climbing system for use in area of construction engineering, has platform and main platform for carrying out formwork operation, and railing element is fixed below main platform and in position of self-climbing system
GB2470124A (en) * 2008-12-04 2010-11-10 Sgb Services Ltd Climbing Screen Support Frame
CN203394032U (en) * 2013-07-29 2014-01-15 中天建设集团有限公司天津分公司 Inside-cylinder climb-type operation frame
CN104131703A (en) * 2014-05-16 2014-11-05 中国建筑第四工程局有限公司 Method for constructing core tube wall through self-climbing formwork and adopted self-climbing formwork

Patent Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US3207263A (en) * 1961-07-24 1965-09-21 Civil & Civic Pty Ltd Self-climbing formwork hoist
DE102007018853A1 (en) * 2007-04-20 2008-10-30 Doka Industrie Gmbh Self-climbing system for use in area of construction engineering, has platform and main platform for carrying out formwork operation, and railing element is fixed below main platform and in position of self-climbing system
GB2470124A (en) * 2008-12-04 2010-11-10 Sgb Services Ltd Climbing Screen Support Frame
CN203394032U (en) * 2013-07-29 2014-01-15 中天建设集团有限公司天津分公司 Inside-cylinder climb-type operation frame
CN104131703A (en) * 2014-05-16 2014-11-05 中国建筑第四工程局有限公司 Method for constructing core tube wall through self-climbing formwork and adopted self-climbing formwork

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