CN204357138U - Simple steel structure lifting upending frame - Google Patents

Simple steel structure lifting upending frame Download PDF

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Publication number
CN204357138U
CN204357138U CN201420722987.3U CN201420722987U CN204357138U CN 204357138 U CN204357138 U CN 204357138U CN 201420722987 U CN201420722987 U CN 201420722987U CN 204357138 U CN204357138 U CN 204357138U
Authority
CN
China
Prior art keywords
steel pipe
deck
pipe post
welded
upending frame
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.)
Expired - Fee Related
Application number
CN201420722987.3U
Other languages
Chinese (zh)
Inventor
王洋
叶青
刘为民
杜影
解煜
石磊
邹辉
刘聪
李海兵
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.)
China Construction First Group Corp Ltd
China Construction First Group the Fifth Construction Co Ltd
Original Assignee
China Construction First Group Corp Ltd
China Construction First Group the Fifth Construction 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 China Construction First Group Corp Ltd, China Construction First Group the Fifth Construction Co Ltd filed Critical China Construction First Group Corp Ltd
Priority to CN201420722987.3U priority Critical patent/CN204357138U/en
Application granted granted Critical
Publication of CN204357138U publication Critical patent/CN204357138U/en
Expired - Fee Related legal-status Critical Current
Anticipated expiration legal-status Critical

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Abstract

The utility model provides a kind of Simple steel structure to lift upending frame, hoisting board has two of same specification pieces of parallel transverse to be arranged at the top of described upending frame, steel pipe post has two of same specification parallel vertical supportings below hoisting board, two steel pipe post tops are welded on the medium position of two pieces of hoisting boards respectively and hoisting board is vertical with steel pipe post, welded together by some horizontally disposed junction plates between two steel pipe posts, welded together by base between two steel pipe post bottoms, base two ends are respectively arranged with four bolts hole around steel pipe post, deck has two of same specification to be symmetrical arranged, deck is provided with draw-in groove, deck is vertically welded on connecting bottom board, both are fixed together through the through hole on connecting bottom board and the bolt hole on base with high-strength bolt respectively.The utility model is more simple and easy, is convenient to processing, at the job site prompt operation of narrow space, can improves the lifting efficiency of steel work, greatly reduces construction equipment and human cost.

Description

Simple steel structure lifting upending frame
Technical field
The utility model relates to the hanging device of steel beam column in the construction of a kind of steel construction, especially Simple steel structure lifting upending frame.
Background technology
At present, along with the fast development of building field, building height constantly refreshes, building structure is also more complicated, in Super High, the utilization of stiffness steel column is more and more extensive, mainly contain steel column and section steel beam etc., because current most domestic tower crane cannot meet the direct hoisted in position of part superduty steel column, relevant hanging method must be combined according to the limited lift heavy of tower crane and just can meet hoisted in position, also have part type girder steel that lifting in time or can not be not easy to because space is less because tower crane operation is busy, for ensureing site operation progress, other equipment or device must be adopted to lift as early as possible.
Utility model content
The purpose of this utility model adopts tower crane lifting steel work to waste time and energy for overcoming exactly at present, can not, in the shortcoming of less space lifting, provide a kind of Simple steel structure to lift upending frame, improve lifting efficiency.
For realizing above object, the technical solution of the utility model is as follows:
A kind of Simple steel structure is provided to lift upending frame, comprise hoisting board, steel pipe post, base, deck, junction plate, stiffening plate, reinforcing bar stair and floor, described hoisting board has two of same specification pieces of parallel transverse to be arranged at the top of described upending frame, described steel pipe post has two of same specification parallel vertical supportings below hoisting board, two steel pipe post tops are welded on the medium position of two pieces of hoisting boards respectively and hoisting board is vertical with steel pipe post, two pieces of stiffening plates symmetrical before and after being welded with between the steel pipe post external surface of hoisting board and steel pipe post angle and hoisting board, welded together by some horizontally disposed junction plates between two steel pipe posts, welded together by base between two steel pipe post bottoms, some floors are welded with between base and steel pipe post, base two ends are respectively arranged with four bolts hole around steel pipe post, four bolt hole center's lines form square, described deck has two of same specification to be symmetrical arranged, each deck is vertically welded on the axis of square connecting bottom board soffit, deck is provided with draw-in groove, draw-in groove place plane orthogonal is in connecting bottom board, connecting bottom board is provided with and the through hole one to one of the bolt hole on described base, the upper surface of two pieces of connecting bottom boards and the soffit of base fit together, both are fixed together through the through hole on connecting bottom board and the bolt hole on base with high-strength bolt respectively, described hoisting board is provided with some preformed holes for installing jack, between two steel pipe posts, horizontal parallel is welded with some reinforcing bar stair.
Preferably, on described deck, the opening of draw-in groove is vertically downward or level.
Preferably, some floors are welded with between described connecting bottom board and deck; Further, described floor is symmetrically welded in the middle part of two sides of deck.
Preferably, the floor welded between described base and steel pipe post is arranged symmetrically with along 90 °, interval, steel pipe post excircle direction.
Preferably, described upending frame external surface is coated with one deck rustproof paint.
The utility model comprises two kinds of upending frames of band I type deck and II type deck, wherein upending frame is stuck on the vertical edge of a wing of steel column or web by I type deck, both tower crane can have been coordinated to adopt hinge rotary hoisting method lifting superduty steel column, again can tower crane operation busy and can not lift or be not easy to because space is less lifting in time time independently lift section steel beam, go back Liftable locally overhanging type steel beam; II type deck is stuck on the horizontal flange of section steel beam, uses, the situation etc. that the release steel column of such as suspension centre is too far away when I type deck is not easy to be stuck on steel column.I type deck is the same with width with the length of the connecting bottom board that II type deck is connected with base, and high-strength bolt hole site full symmetric is arranged, deck can be made so all can to connect in four orientation at 90 °, this interval, left, right, front and rear, to make the draw-in groove of deck towards respectively in these four orientation, operation is more flexible, can wait that the actual conditions lifting steel work adjust in good time according to scene.In Construction practices utilization process, compare conventional heavy steel structure hoisting device with free derrick more simple and easy, be convenient to processing, at the job site prompt operation of narrow space, the lifting efficiency of steel work can be improve, greatly reduce construction equipment and human cost.
Accompanying drawing explanation
Fig. 1 is the phantom drawing of the utility model band I type deck;
Fig. 2 a is the front elevation view of Fig. 1;
Fig. 2 b is the side elevational view of Fig. 1;
Fig. 3 a is the phantom drawing of I type deck;
Fig. 3 b is the front elevation view of Fig. 3 a;
Fig. 3 c is the side elevational view of Fig. 3 a;
Fig. 4 is the phantom drawing of the utility model band II type deck;
Fig. 5 a is the front elevation view of Fig. 4;
Fig. 5 b is the side elevational view of Fig. 4;
Fig. 6 a is the phantom drawing of II type deck;
Fig. 6 b is the front elevation view of Fig. 6 a;
Fig. 6 c is the side elevational view of Fig. 6 a;
Fig. 7 a and 7b is that separate unit I type deck upending frame coordinates tower crane collaborative lifting steel column operation chart;
Fig. 8 a and 8b is that dual stage I type deck upending frame independently lifts section steel beam operation chart;
Fig. 9 a and 9b is that separate unit I type deck upending frame independently lifts section steel beam operation chart;
Figure 10 a and 10b is that dual stage II type deck upending frame independently lifts section steel beam operation chart.
In figure, 1 hoisting board, 101 preformed holes, 2 steel pipe posts, 3 bases, 41 I type decks, the draw-in groove of 4101 I type decks, 42 II type decks, the draw-in groove of 4,201 II type decks, 5 junction plates, 6 stiffening plates, 7 reinforcing bar stair, floor between 81 steel pipe posts and base plate, the floor between 82 connecting bottom boards and deck, 9 high-strength bolts, 10 connecting bottom boards, 1001 through holes, 11 crane hooks, 12 tower crane wire rope, 13 jacks, 14 structure floors, 15 wait to lift steel column, the steel column of 16 hoisted in position, 17 bearing pins, 18 wait to lift section steel beam.
Detailed description of the invention
Below in conjunction with accompanying drawing, also by embodiment, the utility model is described in further detail:
As shown in Fig. 1-6c, Simple steel structure lifting upending frame comprises hoisting board 1, steel pipe post 2, base 3, I type deck 41 or II type deck 42, junction plate 5, stiffening plate 6, reinforcing bar stair 7 and floor 81, 82, described hoisting board 1 has two of same specification pieces of parallel transverse to be arranged at the top of upending frame, steel pipe post 2 has two of same specification parallel vertical supportings below hoisting board 1, two steel pipe post 2 tops are welded on the medium position of two pieces of hoisting boards 1 respectively and hoisting board 1 is vertical with steel pipe post 2, two pieces of stiffening plates 6 symmetrical before and after being welded with between steel pipe post 2 external surface of hoisting board 1 and steel pipe post 2 angle and hoisting board 1, welded together by some horizontally disposed junction plates 5 between two steel pipe posts 2, welded together by base 3 between two steel pipe post 2 bottoms, some floors 81 are welded with between base 3 and steel pipe post 2, preferably, floor 81 is arranged symmetrically with along 90 °, interval, steel pipe post 2 excircle direction, namely four pieces of floors 81 are had, be welded with some floors 82 between connecting bottom board 10 and I type deck 41, II type deck 42, preferably, floor 82 is symmetrically welded in the middle part of two sides of I type deck 41 or II type deck 42, base 3 two ends are respectively arranged with four bolts hole around steel pipe post 2, four bolt hole center's lines form square, I type deck 41 or II type deck 42 have two of same specification to be symmetrical arranged, each I type deck 41 or II type deck 42 are vertically welded on the axis of square connecting bottom board 10 soffit, the draw-in groove 4101 of I type deck vertically downward, draw-in groove 4201 level of II type deck, the place plane orthogonal of the draw-in groove 4101 of I type deck or the draw-in groove 4201 of II type deck is in connecting bottom board 10, connecting bottom board 10 is provided with and the through hole 1001 one to one of the bolt hole on base 3, the upper surface of two pieces of connecting bottom boards 10 and the soffit of base 3 fit together, both are fixed together through the through hole 1001 on connecting bottom board 10 and the bolt hole on base 3 with high-strength bolt 9 respectively, hoisting board 1 is provided with some preformed holes 101 for installing jack 13, between two steel pipe posts 2, horizontal parallel is welded with some reinforcing bar stair 7, reinforcing bar stair 7, and lifting operation is carried out in convenient construction personnel climbing.For extending the application life of upending frame, after processing and fabricating completes, be coated with one deck rustproof paint at its external surface.
Because current superduty steel column can not utilize tower crane directly to carry out hoisted in position mostly, as illustrated in figs. 7 a and 7b, tower crane is collaborative carries out lifting operation to use an I type deck upending frame of the present utility model to coordinate, wait that the top, one end lifting steel column 15 is hung on crane hook 11 by wire rope 12, by the draw-in groove 4101 of I type deck by upending frame entire card on the edge of a wing or web of the steel column 16 of hoisted in position, the bottom, one end waiting to lift steel column 15 is hung on upending frame and coordinates tower crane to wait that the one end lifting steel column 15 is lifted by the recycling jack 13 be arranged in upending frame preformed hole 101, can fix with bearing pin 17 until wait to lift otic placode on steel column 15 with the otic placode on the steel column 16 of hoisted in position, so just, the limited lift heavy of tower crane can be utilized to adopt hinge rotary hoisting method will treat lifting steel column 15 hoisted in position.
When scene because tower crane operation is busy and when can not lift section steel beam or little Steel section member in time, as shown in figs. 8 a and 8b, two Simple steel structures lifting upending frame utilizes I type deck 41 whole upending frame to be stuck in both sides on the edge of a wing of the steel column 16 of hoisted in position or web, as illustrated in figures 9 a and 9b, separate unit Simple steel structure lifting upending frame utilizes I type deck 41 whole upending frame to be stuck in side on the edge of a wing of the steel column 16 of hoisted in position or web, when be stuck in steel column 16 is not easy to partial operation time or the release steel column of suspension centre 16 too far away, as shown in figures 10 a and 10b, at this moment the section steel beam edge of a wing that II type deck 42 can be selected flexibly upending frame to be fixed on hoisted in position lifts the section steel beam 18 at middle part, recycling jack 13 coordinates and then meets the lifting of the components such as section steel beam 18, greatly alleviate the busy operation of tower crane, highly shortened the construction period.
The draw-in groove of deck will design according to the real size of section steel flange or web, ensures closely to block jail between deck and shaped steel; Diameter and the wall thickness of the material of hoisting board 1 and thickness, steel pipe post 2 accurately will calculate according to lift heavy, and perforate size must meet code requirement; Whole upending frame main member must be connected firmly, and former material and welding quality must meet design requirement, to ensure overall rigidity, intensity and stability requirement; The concrete size of upending frame designs according to the construction requirement of on-site actual situations and operating personnel, ensures applicable, workable.
The foregoing is only preferred embodiment of the present utility model, not in order to limit the utility model, all within spirit of the present utility model and principle, any amendment done, equivalent replacement, improvement etc., all should be included within protection domain of the present utility model.

Claims (6)

1. a Simple steel structure lifting upending frame, it is characterized in that, comprise hoisting board, steel pipe post, base, deck, junction plate, stiffening plate, reinforcing bar stair and floor, described hoisting board has two of same specification pieces of parallel transverse to be arranged at the top of described upending frame, described steel pipe post has two of same specification parallel vertical supportings below hoisting board, two steel pipe post tops are welded on the medium position of two pieces of hoisting boards respectively and hoisting board is vertical with steel pipe post, two pieces of stiffening plates symmetrical before and after being welded with between the steel pipe post external surface of hoisting board and steel pipe post angle and hoisting board, welded together by some horizontally disposed junction plates between two steel pipe posts, welded together by base between two steel pipe post bottoms, some floors are welded with between base and steel pipe post, base two ends are respectively arranged with four bolts hole around steel pipe post, four bolt hole center's lines form square, described deck has two of same specification to be symmetrical arranged, each deck is vertically welded on the axis of square connecting bottom board soffit, deck is provided with draw-in groove, draw-in groove place plane orthogonal is in connecting bottom board, connecting bottom board is provided with and the through hole one to one of the bolt hole on described base, the upper surface of two pieces of connecting bottom boards and the soffit of base fit together, both are fixed together through the through hole on connecting bottom board and the bolt hole on base with high-strength bolt respectively, described hoisting board is provided with some preformed holes for installing jack, between two steel pipe posts, horizontal parallel is welded with some reinforcing bar stair.
2. Simple steel structure according to claim 1 lifting upending frame, is characterized in that: on described deck, the opening of draw-in groove vertically downward or level.
3. Simple steel structure lifting upending frame according to claim 1 and 2, is characterized in that: be welded with some floors between described connecting bottom board and deck.
4. Simple steel structure lifting upending frame according to claim 3, is characterized in that: described floor is symmetrically welded in the middle part of two sides of deck.
5. Simple steel structure lifting upending frame according to claim 1, is characterized in that: described floor is arranged symmetrically with along 90 °, interval, steel pipe post excircle direction.
6. Simple steel structure lifting upending frame according to claim 1, is characterized in that: described upending frame external surface is coated with one deck rustproof paint.
CN201420722987.3U 2014-11-27 2014-11-27 Simple steel structure lifting upending frame Expired - Fee Related CN204357138U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201420722987.3U CN204357138U (en) 2014-11-27 2014-11-27 Simple steel structure lifting upending frame

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201420722987.3U CN204357138U (en) 2014-11-27 2014-11-27 Simple steel structure lifting upending frame

Publications (1)

Publication Number Publication Date
CN204357138U true CN204357138U (en) 2015-05-27

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ID=53258616

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201420722987.3U Expired - Fee Related CN204357138U (en) 2014-11-27 2014-11-27 Simple steel structure lifting upending frame

Country Status (1)

Country Link
CN (1) CN204357138U (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN111498283A (en) * 2020-04-29 2020-08-07 威海海洋职业学院 Transportation and storage device for sheet structural member for ship engineering and installation method thereof

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN111498283A (en) * 2020-04-29 2020-08-07 威海海洋职业学院 Transportation and storage device for sheet structural member for ship engineering and installation method thereof

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Date Code Title Description
C14 Grant of patent or utility model
GR01 Patent grant
CF01 Termination of patent right due to non-payment of annual fee
CF01 Termination of patent right due to non-payment of annual fee

Granted publication date: 20150527

Termination date: 20161127