CN212773549U - A sliding device for truss hoisting - Google Patents

A sliding device for truss hoisting Download PDF

Info

Publication number
CN212773549U
CN212773549U CN202021232531.0U CN202021232531U CN212773549U CN 212773549 U CN212773549 U CN 212773549U CN 202021232531 U CN202021232531 U CN 202021232531U CN 212773549 U CN212773549 U CN 212773549U
Authority
CN
China
Prior art keywords
guide rail
rail base
support frame
truss
steel structure
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.)
Active
Application number
CN202021232531.0U
Other languages
Chinese (zh)
Inventor
李辉
李波
王业群
陶奔
周航
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.)
First Construction Co Ltd of China Construction Eighth Engineering Division Co Ltd
Original Assignee
First Construction Co Ltd of China Construction Eighth Engineering Division 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 First Construction Co Ltd of China Construction Eighth Engineering Division Co Ltd filed Critical First Construction Co Ltd of China Construction Eighth Engineering Division Co Ltd
Priority to CN202021232531.0U priority Critical patent/CN212773549U/en
Application granted granted Critical
Publication of CN212773549U publication Critical patent/CN212773549U/en
Active legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Images

Landscapes

  • Conveying And Assembling Of Building Elements In Situ (AREA)

Abstract

本实用新型涉及建筑施工相关技术领域,具体为一种桁架吊装用滑移装置,包括导轨底座和设置在导轨底座上的导轨,导轨底座共对称设置有两个,且其两者分别固定设置在建筑体两侧的混凝土梁上,且导轨底座的两端均通过导轨底座固定件进行固定,且导轨底座固定件通过固定螺栓固定安装在混凝土梁的梁体上,导轨为截面为凹字型的槽钢结构;通过在建筑体两侧的混凝土梁上固定安装导轨底座,并在导轨底座上设置导轨,并在导轨上设置搬运支撑架,并将搬运支撑架通过混凝土梁上的电动牵引器进行驱动,从而通过导轨结构来对钢结构桁架进行搬运,其相较于传统吊运的方式,其更加适合建筑体内较小空间中进行桁架的移动工作。

Figure 202021232531

The utility model relates to the technical field of building construction, in particular to a sliding device for truss hoisting, comprising a guide rail base and a guide rail arranged on the guide rail base. On the concrete beams on both sides of the building, both ends of the guide rail base are fixed by the guide rail base fixing parts, and the guide rail base fixing parts are fixed on the beam body of the concrete beam by fixing bolts, and the guide rail is a concave cross section. Channel steel structure; the guide rail base is fixed and installed on the concrete beams on both sides of the building body, the guide rail is set on the guide rail base, and the handling support frame is set on the guide rail, and the handling support frame is carried out by the electric tractor on the concrete beam. Compared with the traditional lifting method, it is more suitable for moving the truss in a smaller space in the building.

Figure 202021232531

Description

Sliding device for hoisting truss
Technical Field
The utility model relates to a relevant technical field of construction specifically is a truss is hoist and mount and is used slider.
Background
In the construction projects of schools and the like, large stadiums such as swimming halls and stadiums are constructed frequently, the span of the stadiums can reach dozens of meters during the construction of the stadiums, the number of trusses is large, the weight of each steel structure truss can reach 20 tons, the steel structure truss needs to be fixed on a structural beam of the stadium through manufacturing, and large hoisting equipment is mostly adopted in the prior construction technology to hoist the truss. However, the construction environment of places such as schools and the like is limited, the construction site is narrow, large hoisting equipment cannot enter the construction site, the conventional construction of a large truss is difficult to realize, and the hoisting requirement of the truss cannot be met by a small crane due to the limitation of the arm length and the bearing capacity; therefore, the utility model provides a truss is displacement device for hoist and mount is used for solving above-mentioned problem.
SUMMERY OF THE UTILITY MODEL
An object of the utility model is to provide a truss is displacement device for hoist and mount to solve the problem that proposes among the above-mentioned background art.
In order to achieve the above object, the utility model provides a following technical scheme: a sliding device for hoisting a truss comprises a guide rail base and two guide rails arranged on the guide rail base, wherein the two guide rail bases are symmetrically arranged and are respectively fixedly arranged on concrete beams on two sides of a building body, two ends of the guide rail base are fixed through guide rail base fixing parts, the guide rail base fixing parts are fixedly arranged on a beam body of the concrete beam through fixing bolts, the guide rails are of channel steel structures with concave sections, two ends of the guide rails are provided with second mounting holes, the guide rails are fixedly arranged in first mounting holes at two ends of the guide rail base through the fixing bolts, two sides of the guide rails are provided with limit baffles, the limit baffles are fixedly arranged at two ends of the guide rail base through bolts, one end of each concrete beam is provided with an electric tractor, the electric tractors on the concrete beam structures on the two sides are symmetrically arranged, and the two electric tractors are the same in model specification, and a carrying support frame is arranged above the guide rail.
Preferably, the transport support frame is the transport tank commonly used in the construction, and the pulley of transport support frame below sets up among the recess on the guide rail for the embedding, and the transport support frame sets up for the activity on the guide rail, and the transport support frame provides power through the electric tractor of installation on the concrete beam and drives.
Preferably, the carrying support frame is fixedly provided with jacks, the jacks are symmetrically arranged at two ends of the carrying support frame, and the steel structure truss is erected on a telescopic structure of the jack.
Preferably, the mounting hole has been seted up at the both ends of steel construction truss, and the position department of its mounting hole is provided with spacing slider, spacing slider adopts length to be 1m, and cross sectional dimension is 200 x 16 mm's square tubular construction, and the upper end of its square tubular construction has seted up the bolt hole, and the position of its bolt hole is corresponding with the position of mounting hole, and spacing slider is for passing through the bolt fastening on steel construction truss, and the outside surface setting of leaning on the inboard surface laminating guide rail base of spacing slider.
Compared with the prior art, the beneficial effects of the utility model are that:
1. the guide rail bases are fixedly installed on the concrete beams on two sides of the building body, the guide rails are arranged on the guide rail bases, the carrying support frames are arranged on the guide rails and are driven by electric tractors on the concrete beams, so that the steel structure truss is carried through the guide rail structure, and compared with a traditional hoisting mode, the steel structure truss moving device is more suitable for moving the truss in a smaller space in the building body;
2. and set up the jack through the both ends at the transport support frame to make things convenient for the staff to finely tune the mounting height of steel structure truss through the effect of jack, and the last detachable spacing slider of steel structure truss can effectively guarantee that steel structure truss appears the offset and influence subsequent installation work in the removal in-process.
Drawings
FIG. 1 is a schematic structural view of the present invention;
FIG. 2 is an enlarged view of the structure at A in FIG. 1;
fig. 3 is a half sectional view of the present invention;
fig. 4 is an enlarged schematic view of the structure at B in fig. 3.
In the figure: the device comprises a guide rail base 1, a guide rail 2, a concrete beam 3, a guide rail base fixing part 4, a limiting baffle 5, a carrying support frame 6, a pulley 7, a jack 8, a steel structure truss 9 and a limiting slide block 10.
Detailed Description
The technical solutions in the embodiments of the present invention will be described clearly and completely with reference to the accompanying drawings in the embodiments of the present invention, and it is obvious that the described embodiments are only some embodiments of the present invention, not all embodiments. Based on the embodiments in the present invention, all other embodiments obtained by a person skilled in the art without creative work belong to the protection scope of the present invention.
Referring to fig. 1-4, the present invention provides a technical solution: a sliding device for hoisting a truss comprises a guide rail base 1 and guide rails 2 arranged on the guide rail base 1, wherein the guide rail base 1 is symmetrically provided with two guide rail bases, the two guide rail bases are respectively and fixedly arranged on concrete beams 3 at two sides of a building body, two ends of each guide rail base 1 are fixed through guide rail base fixing parts 4, the guide rail base fixing parts 4 are fixedly arranged on a beam body of each concrete beam 3 through fixing bolts, each guide rail 2 is of a channel steel structure with a concave cross section, two ends of each guide rail 2 are provided with second mounting holes, each guide rail 2 is fixedly arranged in first mounting holes at two ends of each guide rail base 1 through the fixing bolts, two sides of each guide rail 2 are provided with limiting baffles 5, the limiting baffles 5 are fixedly arranged at two ends of each guide rail base 1 through the bolts, one end of each concrete beam 3 is provided with an electric tractor, and the electric tractors on the concrete, the two types and specifications are the same, and a carrying support frame 6 is arranged above the guide rail 2.
Furthermore, the carrying support frame 6 is a carrying tank commonly used in building construction, pulleys 7 below the carrying support frame 6 are embedded in grooves formed in the guide rail 2, the carrying support frame 6 is movably arranged on the guide rail 2, the carrying support frame 6 is driven by power provided by an electric tractor arranged on the concrete beam 3, the guide rail base 1 is fixedly arranged on the concrete beams 3 on two sides of the building body, the guide rail 2 is arranged on the guide rail base 1, the carrying support frame 6 is arranged on the guide rail, and the carrying support frame 6 is driven by the electric tractor arranged on the concrete beam 3, so that the steel structure truss 9 is carried through a guide rail structure, and compared with a traditional lifting mode, the carrying support frame is more suitable for moving the truss in a smaller space in the building body;
furthermore, jacks 8 are fixedly mounted on the carrying support frame 6, the jacks 8 are symmetrically arranged at two ends of the carrying support frame 6, and the steel structure truss 9 is erected on a telescopic structure of the jacks 8;
furthermore, mounting holes are arranged at two ends of the steel structure truss 9, a limiting slide block 10 is arranged at the position of the mounting hole, the limiting slide block 10 adopts a square tube structure with the length of 1m and the cross-sectional dimension of 200 x 16mm, and the upper end of the square tube structure is provided with a bolt hole, the position of the bolt hole corresponds to the position of the mounting hole, the limiting slide block 10 is fixed on the steel structure truss 9 through bolts, the surface close to the inner side of the limiting slide block 10 is arranged by being attached to the outer side surface of the guide rail base 1, the jacks 8 are arranged at the two ends of the carrying support frame 6, thereby facilitating the fine adjustment of the installation height of the steel structure truss 9 by workers under the action of the jack 8, the detachable limiting slide block 10 on the steel structure truss 9 can effectively ensure that the steel structure truss 9 has position deviation in the moving process to influence the subsequent installation work;
the working principle is as follows: in practical use, a worker fixedly installs the guide rail base 1 on the concrete beams 3 at two sides of a building body, then installs the guide rail 2 on the guide rail base 1, fixedly installs the electric tractor at one side of the concrete beam 3, then installs the carrying support frame 6 on the guide rail 2, drives the carrying support frame 6 through the electric tractor, then installs the jacks 8 at two ends of the carrying support frame 6, then moves the carrying support frame 6 to one end of the guide rail 2 by driving the electric tractor, then transfers the steel structure truss 9 to the jack 8 on the guide rail 2 of the building body through a transfer machine, puts down and adjusts the position of the steel structure truss, then limits the position of the steel structure truss 9 by installing the limit slider 10, then drives the carrying support frame 6 by driving the electric tractor, and stops the electric tractor when the carrying support frame 6 moves to a proper position, and the steel structure truss 9 is lifted to a proper height position through the jack 8, the position of the steel structure truss is adjusted, then the steel structure truss 9 is installed, and after the installation is finished, the jack 8 is lowered and moved out.
Although embodiments of the present invention have been shown and described, it will be appreciated by those skilled in the art that changes, modifications, substitutions and alterations can be made in these embodiments without departing from the principles and spirit of the invention, the scope of which is defined in the appended claims and their equivalents.

Claims (4)

1.一种桁架吊装用滑移装置,包括导轨底座(1)和设置在导轨底座(1)上的导轨(2),其特征在于:所述导轨底座(1)共对称设置有两个,且其两者分别固定设置在建筑体两侧的混凝土梁(3)上,且导轨底座(1)的两端均通过导轨底座固定件(4)进行固定,且导轨底座固定件(4)通过固定螺栓固定安装在混凝土梁(3)的梁体上,所述导轨(2)为截面为凹字型的槽钢结构,且其两端开设有第二安装孔,导轨(2)通过固定螺栓固定安装在导轨底座(1)两端的第一安装孔中,且导轨(2)的两侧设置有限位挡板(5),所述限位挡板(5)通过螺栓固定安装在导轨底座(1)的两端,所述混凝土梁(3)的一端设置有电动牵引器,且两侧的混凝土梁结构上的电动牵引器为对称设置,且其两者的型号规格相同,所述导轨(2)的上方设置有搬运支撑架(6)。1. A sliding device for truss hoisting, comprising a guide rail base (1) and a guide rail (2) arranged on the guide rail base (1), characterized in that: the guide rail base (1) is symmetrically arranged with two, And the two are respectively fixed on the concrete beams (3) on both sides of the building body, and both ends of the guide rail base (1) are fixed by the guide rail base fixing pieces (4), and the guide rail base fixing pieces (4) pass through the guide rail base fixing piece (4). The fixing bolt is fixedly installed on the beam body of the concrete beam (3), the guide rail (2) is a channel steel structure with a concave cross section, and the two ends of the guide rail (2) are provided with second mounting holes, and the guide rail (2) passes through the fixing bolt. It is fixedly installed in the first installation holes at both ends of the guide rail base (1), and limit baffles (5) are arranged on both sides of the guide rail (2), and the limit baffles (5) are fixedly installed on the guide rail base (5) by bolts. 1) both ends, one end of the concrete beam (3) is provided with an electric tractor, and the electric tractor on the concrete beam structure on both sides is symmetrically arranged, and the models and specifications of the two are the same, and the guide rail ( 2) A transport support frame (6) is arranged above. 2.根据权利要求1所述的一种桁架吊装用滑移装置,其特征在于:所述搬运支撑架(6)为建筑施工中常用的搬运小坦克,且搬运支撑架(6)下方的滑轮(7)为嵌入设置在导轨(2)上的凹槽之中,且搬运支撑架(6)在导轨(2)上为活动设置,且搬运支撑架(6)通过混凝土梁(3)上安装的电动牵引器提供动力进行驱动。2. A kind of sliding device for truss hoisting according to claim 1, characterized in that: the transport support frame (6) is a commonly used transport tank in construction, and the pulley below the transport support frame (6) (7) is embedded in the groove provided on the guide rail (2), and the carrying support frame (6) is movably arranged on the guide rail (2), and the carrying support frame (6) is installed on the concrete beam (3) The electric tractor provides power for driving. 3.根据权利要求2所述的一种桁架吊装用滑移装置,其特征在于:所述搬运支撑架(6)上固定安装有千斤顶(8),所述千斤顶(8)在搬运支撑架(6)的两端对称设置,且钢结构桁架(9)为架设在千斤顶(8)的伸缩结构上。3. A sliding device for truss hoisting according to claim 2, characterized in that: a jack (8) is fixedly installed on the transport support frame (6), and the jack (8) is mounted on the transport support frame (6). The two ends of 6) are symmetrically arranged, and the steel structure truss (9) is erected on the telescopic structure of the jack (8). 4.根据权利要求3所述的一种桁架吊装用滑移装置,其特征在于:所述钢结构桁架(9)的两端开设有安装孔,且其安装孔的位置处设置有限位滑块(10),所述限位滑块(10)采用长度为1m、截面尺寸为200*200*16mm的方管结构,且其方管结构的上端开设有螺栓孔,且其螺栓孔的位置与安装孔的位置相对应,且限位滑块(10)为通过螺栓固定在钢结构桁架(9)上,且限位滑块(10)的靠内侧表面贴合导轨底座(1)的外侧表面设置。4 . The sliding device for truss hoisting according to claim 3 , wherein the two ends of the steel structure truss ( 9 ) are provided with installation holes, and the position of the installation holes is provided with a limit slider. 5 . (10), the limit slider (10) adopts a square tube structure with a length of 1m and a cross-sectional dimension of 200*200*16mm, and the upper end of the square tube structure is provided with bolt holes, and the positions of the bolt holes are the same as The positions of the mounting holes correspond, and the limit slider (10) is fixed on the steel structure truss (9) by bolts, and the inner surface of the limit slider (10) is in contact with the outer surface of the guide rail base (1). set up.
CN202021232531.0U 2020-06-30 2020-06-30 A sliding device for truss hoisting Active CN212773549U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN202021232531.0U CN212773549U (en) 2020-06-30 2020-06-30 A sliding device for truss hoisting

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN202021232531.0U CN212773549U (en) 2020-06-30 2020-06-30 A sliding device for truss hoisting

Publications (1)

Publication Number Publication Date
CN212773549U true CN212773549U (en) 2021-03-23

Family

ID=75085793

Family Applications (1)

Application Number Title Priority Date Filing Date
CN202021232531.0U Active CN212773549U (en) 2020-06-30 2020-06-30 A sliding device for truss hoisting

Country Status (1)

Country Link
CN (1) CN212773549U (en)

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN113700314A (en) * 2021-08-10 2021-11-26 颍上晶宫绿建节能建筑有限责任公司 Auxiliary mounting device for concrete wall board
CN114059783A (en) * 2021-12-29 2022-02-18 广西建工集团第一安装工程有限公司 Truss translation device and truss installation method
CN114182937A (en) * 2021-11-27 2022-03-15 中铁广州工程局集团有限公司 Narrow and small space construction work platform
CN115874798A (en) * 2022-11-17 2023-03-31 中天建设集团有限公司 A high-altitude roof large-span steel structure construction device and construction method

Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN113700314A (en) * 2021-08-10 2021-11-26 颍上晶宫绿建节能建筑有限责任公司 Auxiliary mounting device for concrete wall board
CN114182937A (en) * 2021-11-27 2022-03-15 中铁广州工程局集团有限公司 Narrow and small space construction work platform
CN114182937B (en) * 2021-11-27 2023-03-03 中铁广州工程局集团有限公司 Narrow and small space construction work platform
CN114059783A (en) * 2021-12-29 2022-02-18 广西建工集团第一安装工程有限公司 Truss translation device and truss installation method
CN115874798A (en) * 2022-11-17 2023-03-31 中天建设集团有限公司 A high-altitude roof large-span steel structure construction device and construction method

Similar Documents

Publication Publication Date Title
CN212773549U (en) A sliding device for truss hoisting
CN104453231B (en) Gantry type building construction hoisting device and its manufacturing and construction method
CN109057365A (en) A kind of Node In Large-span Pipe Truss roof truss air translation installation method
CN106320713B (en) 3D building printing operation platform
CN110127530A (en) For hanging apparatus and its application method in restricted clearance workshop
CN206706591U (en) A kind of horizontal splicing apparatus for packaged type bridges precast pier template
CN221855301U (en) A double-girder bridge erecting machine for assembling and carrying brackets
CN100365237C (en) A self-elevating deformable and detachable overall lifting steel platform system and construction method
CN110723642B (en) A device and method for translating and hoisting equipment into position in a closed factory building
CN120425727A (en) Suspended wall installation system and construction method suitable for fully prefabricated assembled stations
CN210001467U (en) For hoisting devices in confined space workshops
CN221920349U (en) Steel structure hydraulic synchronous unloading tool
CN118601622A (en) Method for using a trolley mold frame mobile vehicle
CN220848626U (en) Elevator shaft self-climbing operating device
CN210594968U (en) Sliding device for hoisting truss
CN219710948U (en) Push-pull platform device for wall attachment position of climbing tower crane
CN215107202U (en) A operation platform that rises that slides for elevartor shaft construction
CN113697687B (en) Method for quickly hoisting underground multi-layer double-T-plate structure and positioning fixture thereof
CN107700854B (en) Steel plate wall sliding installation device and installation method for super high-rise core tube
CN113309256A (en) Construction device and construction method for prefabricated shear wall with post-pouring section
CN115491993A (en) Hoisting construction method for small longitudinal and transverse sections of wide steel box girder
CN114955903B (en) An integral hoisting device for steel structure roof beams and a construction method thereof
CN216665637U (en) Supplementary gallery bow member quick installation device of tunnel of growing up
CN222181618U (en) A tower crane lateral connection structure
CN216999328U (en) Cast-in-place box girder external mold component unit and external mold structure thereof

Legal Events

Date Code Title Description
GR01 Patent grant
GR01 Patent grant