CN201649668U - Lattice column lifting frame - Google Patents

Lattice column lifting frame Download PDF

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Publication number
CN201649668U
CN201649668U CN2009202099016U CN200920209901U CN201649668U CN 201649668 U CN201649668 U CN 201649668U CN 2009202099016 U CN2009202099016 U CN 2009202099016U CN 200920209901 U CN200920209901 U CN 200920209901U CN 201649668 U CN201649668 U CN 201649668U
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CN
China
Prior art keywords
frame
lattice column
dagger
connecting rod
fixed
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 - Lifetime
Application number
CN2009202099016U
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Chinese (zh)
Inventor
许书贤
周靖
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.)
MCC5 Group Shanghai Corp Ltd
Original Assignee
Shanghai Wuye Construction Of Zhongye Chenggong Coltd
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
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Priority to CN2009202099016U priority Critical patent/CN201649668U/en
Application granted granted Critical
Publication of CN201649668U publication Critical patent/CN201649668U/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

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Abstract

The utility model relates to the field of steel structure installation lifting equipment, in particular to a lattice column lifting frame. The lattice column lifting frame comprises a regulation support (1), a frame shoring (2), a construction platform (3) and a subgrade box (4) and is characterized in that the regulation support (1) is fixed on the subgrade box (4); the frame shoring (2) is fixed on the regulation support (1); the construction platform (3) is fixed on the top of the frame shoring (2); the regulation support (1) consists of a base (11), a universal bolt (12) and a connecting piece (13); the frame shoring (2) is formed by longitudinally splicing basic sections; and the construction platform (2) consists of two platform frames (31) and four support pillars (32). The lattice column lifting frame solves the problem that a bearing platform in the integral lifting of a large-scale steel structure is limited to a permanent lattice column and has the advantages of simple and convenient operation and wider application.

Description

The lattice column hoisting frame
Technical field
The utility model relates to Steel Structure Installation lifting means field, is specially a kind of lattice column hoisting frame.
Background technology
In the whole lifting process of large-scale steel structure, conventional method also is a bearing platform for adopting permanent lattice column as promoting stress point.Adopt this method, the stress point that steel work is whole when promoting is confined to permanent lattice column, therefore the height of lattice column, stressed size, coordinate position is had relatively high expectations, and makes the equipment complexity, the cost height, and bad adaptability, and use inconvenience.
Summary of the invention
In order to overcome the defective of prior art, a kind of flexible operation, lifting appliance applied widely are provided, the utility model discloses a kind of lattice column hoisting frame.
The utility model reaches goal of the invention by following technical solution:
A kind of lattice column hoisting frame, comprise and regulate bearing, frame dagger, structure platform and subgrade case, it is characterized in that: regulate bearing and be fixed on the subgrade case, regulate fixed frame dagger on the bearing, frame dagger top fixture construction platform, regulating bearing is made up of base, universal bolt and connector, base is fixed on the subgrade case, and the base middle part has a blind hole, and an end of universal bolt sphere embeds in the blind hole at base middle part, connector is enclosed within on the universal bolt also with it to be threaded
The frame dagger longitudinally is spliced by fundamental segment, fundamental segment is by horizontal connecting rod, vertical connecting rod, diagonal member, flange be connected otic placode and composition, laterally connect and compose two parallel square frames up and down from beginning to end by flange between the connecting rod, two parallel square frames were to constitute a cube frame about vertically connecting rod connected, diagonal member connects the vertically diagonal of each side of cube frame, flange is also with to be connected otic placode fixedly connected, connecting otic placode fixedlys connected with the connector of regulating bearing
The structure platform is made up of 2 paralells and 4 support columns, and 2 paralells are that orthogonal being connected and fixed of intersection point forms with the mid point, and the bottom at paralell two ends is fixed a support column respectively, support column and frame dagger to be connected otic placode fixedly connected.
Described lattice column hoisting frame is characterized in that: the center line verticality of regulating bearing is in 30mm.
Described lattice column hoisting frame is characterized in that: the horizontal connecting rod of frame dagger is long to be 1m, and vertically connecting rod is long is 1.5m, and the frame dagger longitudinally is spliced by 9 joint fundamental segments.
Described lattice column hoisting frame is characterized in that: the paralell of structure platform is selected the I shape channel-section steel for use.
When the utility model uses, carry out successively as follows:
1. measurement setting-out: position according to the drawing position at the construction field (site);
2. ground is handled: the load-bearing ground is tamped rolled, lay concrete cushion;
3. lay subgrade case on ground, subgrade case is laid and has been strengthened the rack bearing area, can make the sedimentation of whole lattice column hoisting frame even simultaneously;
4. the adjusting bearing is set, and the utility model requires the center line verticality to be controlled in the 30mm, regulates the verticality of bearing during construction by transit survey, to control perpendicularity deviation of the present utility model;
5. regulating connection box dagger on the bearing, the frame dagger is made up of fundamental segment, and fundamental segment adopts on ground horizontal assembly unit to finish, and is in place by the loop wheel machine integral hoisting at the scene;
6. the top adopts fundamental segment that four frame daggers are connected firmly, and connects to utilize the otic placode bolt to connect or welding.Set up a structure platform then.
The utility model adopts the lattice column hoisting frame as interim bearing platform, bearing platform is confined to the problem of permanent lattice column in having solved that large-scale steel structure is whole and promoting, compare with traditional permanent lattice column, the utlity model has following advantage: 1. the utility model is provisional bearing platform, can be with tearing open with dress, easy and simple to handle, application is wider; 2. fabrication and installation are simple, can be placed into the stress point position with crane after ground is with the loose mail assembly unit; 3. can regulate the lattice column height according to the actual requirement of engineering; 4. the utility model reaches 2kN as the reagency that bearing platform can bear.
Description of drawings
Fig. 1 is a structural representation of regulating bearing in the utility model;
Fig. 2 is the vertical view of the utility model center dagger fundamental segment;
Fig. 3 is that the A-A of Fig. 2 is to sectional view;
Fig. 4 is the structural representation of structure platform in the utility model;
Fig. 5 is the front view of the paralell of structure platform in the utility model;
Fig. 6 is the axonometric drawing of structure platform in the utility model;
Fig. 7 is a vertical view of the present utility model;
Fig. 8 is that the A-A of Fig. 7 is to sectional view.
The specific embodiment
Below further specify the utility model by specific embodiment.
Embodiment 1
A kind of lattice column hoisting frame comprises and regulates bearing 1, frame dagger 2, structure platform 3 and subgrade case 4, and concrete structure is:
Regulate bearing 1 as shown in Figure 1, form by base 11, universal bolt 12 and connector 13, base 11 is fixed on the subgrade case 4, base 11 middle parts have a blind hole, one end of universal bolt 12 spheries embeds in the blind hole at base 11 middle parts, the center line perpendicularity deviation of regulating bearing 1 is in 30mm but universal bolt 12 multi-angles are regulated, and connector 13 is enclosed within on the universal bolt 12 also with it to be threaded.
Frame dagger 2 longitudinally is spliced by 9 joint fundamental segments, fundamental segment as shown in Figures 2 and 3, by horizontal connecting rod 21, vertical connecting rod 22, diagonal member 23, flange 24 be connected otic placode 25 and form, laterally connect and compose two parallel square frames up and down by flange 24 head and the tail between the connecting rod 21, two parallel square frames were to constitute a cube frame about vertically connecting rod 22 connected, diagonal member 23 connects the vertically diagonal of each side of cube frame, flange 24 also with to be connected otic placode 25 fixedly connected, connect otic placode 25 and fixedlys connected with the connector 13 of adjusting bearing 1.Horizontal connecting rod 21 length of frame dagger 2 are 1m, and vertically connecting rod 22 length are 1.5m.
Structure platform 3 is as Fig. 4~shown in Figure 6, form by 2 paralells 31 and 4 support columns 32, article 2, paralell 31 is that orthogonal being connected and fixed of intersection point forms with the mid point, and the bottom at paralell 31 two ends is fixed a support column 32 respectively, support column 32 and frame dagger 2 to be connected otic placode 25 fixedly connected.Paralell 31 is selected the I shape channel-section steel for use.
Present embodiment after the installation is regulated bearing 1 and is fixed on the subgrade case 4 as shown in Figure 7 and Figure 8, regulates fixed frame dagger 2 on the bearing 1, frame dagger 2 top fixture construction platforms 3.Arrow and P place refer to be the bearing load place among Fig. 8.

Claims (4)

1. lattice column hoisting frame, comprise and regulate bearing (1), frame dagger (2), structure platform (3) and subgrade case (4), it is characterized in that: regulate bearing (1) and be fixed on the subgrade case (4), regulate bearing (1) and go up fixed frame dagger (2), frame dagger (2) top fixture construction platform (3), regulate bearing (1) by base (11), universal bolt (12) and connector (13) are formed, base (11) is fixed on the subgrade case (4), base (11) middle part has a blind hole, the end that universal bolt (12) is spherical embeds in the blind hole at base (11) middle part, connector (13) is enclosed within universal bolt (12) and goes up also with it to be threaded
Frame dagger (2) longitudinally is spliced by fundamental segment, fundamental segment is by horizontal connecting rod (21), vertical connecting rod (22), diagonal member (23), flange (24) be connected otic placode (25) and form, laterally connect and compose two parallel square frames up and down by flange (24) head and the tail between the connecting rod (21), two parallel square frames were to constitute a cube frame about vertically connecting rod (22) connected, diagonal member (23) connects the vertically diagonal of each side of cube frame, flange (24) is also with to be connected otic placode (25) fixedly connected, connecting otic placode (25) fixedlys connected with the connector (13) of regulating bearing (1)
Structure platform (3) is made up of 2 paralells (31) and 4 support columns (32), article 2, paralell (31) is that orthogonal being connected and fixed of intersection point forms with the mid point, the bottom at paralell (31) two ends is fixed a support column (32) respectively, support column (32) and frame dagger (2) to be connected otic placode (25) fixedly connected.
2. lattice column hoisting frame as claimed in claim 1 is characterized in that: the center line verticality of regulating bearing (1) is in 30mm.
3. lattice column hoisting frame as claimed in claim 1 is characterized in that: the horizontal connecting rod (21) of frame dagger (2) is long to be 1m, and vertically connecting rod (22) is long is 1.5m, and frame dagger (2) longitudinally is spliced by 9 joint fundamental segments.
4. lattice column hoisting frame as claimed in claim 1 is characterized in that: the paralell (31) of structure platform (3) is selected the I shape channel-section steel for use.
CN2009202099016U 2009-09-22 2009-09-22 Lattice column lifting frame Expired - Lifetime CN201649668U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN2009202099016U CN201649668U (en) 2009-09-22 2009-09-22 Lattice column lifting frame

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN2009202099016U CN201649668U (en) 2009-09-22 2009-09-22 Lattice column lifting frame

Publications (1)

Publication Number Publication Date
CN201649668U true CN201649668U (en) 2010-11-24

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Family Applications (1)

Application Number Title Priority Date Filing Date
CN2009202099016U Expired - Lifetime CN201649668U (en) 2009-09-22 2009-09-22 Lattice column lifting frame

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Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN102418317A (en) * 2011-11-10 2012-04-18 中铁二十三局集团有限公司 Field manufacturing method for lattice pier
CN103669887A (en) * 2013-12-20 2014-03-26 上海市机械施工集团有限公司 Temporary supporting frame for annular steel structure installation
CN104328774A (en) * 2014-09-28 2015-02-04 中国海洋石油总公司 Large-scale assembling block load transfer device
CN107327148A (en) * 2017-06-08 2017-11-07 天津送变电工程公司 A kind of lower jacking ready-package hoisting platform and construction method
CN109604712A (en) * 2018-12-29 2019-04-12 武昌船舶重工集团有限公司 Device is cut in a kind of side of a ship extension tube attached cold cut

Cited By (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN102418317A (en) * 2011-11-10 2012-04-18 中铁二十三局集团有限公司 Field manufacturing method for lattice pier
CN103669887A (en) * 2013-12-20 2014-03-26 上海市机械施工集团有限公司 Temporary supporting frame for annular steel structure installation
CN104328774A (en) * 2014-09-28 2015-02-04 中国海洋石油总公司 Large-scale assembling block load transfer device
CN104328774B (en) * 2014-09-28 2016-02-10 中国海洋石油总公司 The load transfer device of large module
CN107327148A (en) * 2017-06-08 2017-11-07 天津送变电工程公司 A kind of lower jacking ready-package hoisting platform and construction method
CN109604712A (en) * 2018-12-29 2019-04-12 武昌船舶重工集团有限公司 Device is cut in a kind of side of a ship extension tube attached cold cut

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Legal Events

Date Code Title Description
C14 Grant of patent or utility model
GR01 Patent grant
C56 Change in the name or address of the patentee

Owner name: MCC5 GROUP CORPORATION LIMITED (SHANGHAI)

Free format text: FORMER NAME: SHANGHAI WUYE CONSTRUCTION OF ZHONGYE CHENGGONG CO.LTD

CP01 Change in the name or title of a patent holder

Address after: 201900 Shanghai city Baoshan District Tieli Road No. 2501

Patentee after: MCC5 Group Corporation Limited (Shanghai)

Address before: 201900 Shanghai city Baoshan District Tieli Road No. 2501

Patentee before: Shanghai Wuye Construction Of Zhongye Chenggong Co.Ltd

CX01 Expiry of patent term

Granted publication date: 20101124

CX01 Expiry of patent term