CN201169904Y - Assembly type suspension supporting discharge platform - Google Patents

Assembly type suspension supporting discharge platform Download PDF

Info

Publication number
CN201169904Y
CN201169904Y CNU2008200260564U CN200820026056U CN201169904Y CN 201169904 Y CN201169904 Y CN 201169904Y CN U2008200260564 U CNU2008200260564 U CN U2008200260564U CN 200820026056 U CN200820026056 U CN 200820026056U CN 201169904 Y CN201169904 Y CN 201169904Y
Authority
CN
China
Prior art keywords
guardrail
discharging platform
underframe
welding
platform
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
CNU2008200260564U
Other languages
Chinese (zh)
Inventor
杨波
刘世玉
朱栋梁
谭永刚
王德强
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.)
SHANDONG JINTA CONSTRUCTION CO Ltd
Original Assignee
SHANDONG JINTA 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 SHANDONG JINTA CONSTRUCTION CO Ltd filed Critical SHANDONG JINTA CONSTRUCTION CO Ltd
Priority to CNU2008200260564U priority Critical patent/CN201169904Y/en
Application granted granted Critical
Publication of CN201169904Y publication Critical patent/CN201169904Y/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

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Classifications

    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04GSCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
    • E04G21/00Preparing, conveying, or working-up building materials or building elements in situ; Other devices or measures for constructional work
    • E04G21/14Conveying or assembling building elements
    • E04G21/16Tools or apparatus
    • E04G21/166Landings, receiving platforms

Abstract

The utility model provides an assembling type suspending discharging platform, which is mainly used to output molding boards, steel pipes and other equipment and machines, etc. disassembled from floors in common industrial and civil construction works, and can also be used as a conveying platform for materials in secondary structural construction. The platform comprises a discharging platform foundation frame and guard rails arranged on the discharging platform foundation frame, wherein the discharging platform foundation frame is made by a primary beam(1) and a secondary beam(3) fixed by bolts(2), foundation frame steel pipes(7) arranged spaced are welded on the edges of the discharging platform foundation frame, and the foundation frame steel pipes(7) are in insert connection with guard rail legs(13) of the guard rails; and the guard rails includes side guard rails(5) and front guard rails(9), and the side guard rails(5) and the front guard rails(9) are in insert connection with guard rail steel pipes(8) by pins(10). The platform has the advantages of industrialized production, simple manufacturing and assembly, cyclic use and high safety performance, and all component parts of the platform are instrument-like and standardized.

Description

The assembly type discharging platform of encorbelmenting
Technical field
The assembly type discharging platform of encorbelmenting is mainly used in template and steel pipe and other equipment facility etc. pulled down in the output floor in general industry and the civil building engineering, can also be as the shipping platform of secondary structure materials in construction.
Background technology
In general industry and civil building engineering, the turnover utilization rate of template and steel pipe has been accelerated in the application of discharging platform.The transportation of building block in the secondary structure construction, mortar etc. realizes by discharging platform equally.The construction speed of engineering can be significantly accelerated in the use of discharging platform, today of builing industry high speed development discharging platform in engineering construction, be absolutely necessary.
The mode of discharging platform mainly contains following several mode now: one, the console mode discharging platform of setting up by steel pipe scaffold, the underframe of discharging platform, guardrail all are to be connected to form by pipe clamp by φ 48 * 3.5 steel pipes; Two, be welded to form the discharging platform underframe by shaped steel, and then on underframe welded steel pipe, the steel pipe on guardrail and the underframe adopts the different steel pipe of diameter, guardrail is with φ 48 * 3.5 steel pipes, guardrail is inserted in the steel pipe on the underframe, couples together by pipe clamp then.At last by being embedded in the reinforcing bar location on the floor, again with four road wire rope inclined-pulling unloadings.Though the discharging platform form of now using in general industry and civil building engineering is not quite similar, nothing more than being these two kinds of discharging platform slightly modified.This dual mode in various degree have a shortcoming, along with builing industry presents high-quality, high stratification, intellectuality and rapid situation, the building structure complexity, precision height, difficulty are big, and these two kinds of traditional discharging platforms can not adapt to the requirement of practice of construction far away.First kind of mode only is applicable to multistory building, can not use in high-rise engineering construction, and discharging platform all is made up of steel pipe and pipe clamp, increased the rental charge of engineering, thereby causes engineering cost to increase.The second way, the discharging platform of this mode is mainly used in little high level, the highrise building now, mainly have following shortcoming: 1, the discharging platform underframe is that shaped steel is welded, when after the engineering completion, transporting another engineering to, the transportation difficulty, sometimes even can sever with gas welding again, with convenient transportation, welding again again during use.2, the guardrail of discharging platform is made up of φ 48 * 3.5 steel pipes equally, can not have enough to meet the need use, increases engineering cost.
The utility model content
The main technical problems to be solved in the utility model is, overcomes the shortcoming of prior art, design a kind of can batch production production, each ingredient tool, standardization, fabrication and installation are simple, can have enough to meet the need use, the assembly type that the improves security performance discharging platform of encorbelmenting.
The technical scheme in the invention for solving the technical problem is: this assembly type discharging platform of encorbelmenting, it is characterized in that: comprise the discharging platform underframe, be installed in the guardrail on the discharging platform underframe, the discharging platform underframe is made by bolt by girder and secondary beam, discharging platform underframe limit portion welds the guardrail supporting leg socket connection of underframe steel pipe and guardrail at interval, guardrail is side guardrail and front guardrail, end, guardrail both sides, front welding pin, the guard rail steel pipe that side guardrail end welding and pin adapt, the side guardrail is plugged on by pin and guard rail steel pipe with the front guardrail.
The inboard welding of girder has the steel plate of bolt hole, outside welding underframe steel pipe, drag hook, and girder downside middle part welding underframe supporting leg, the secondary beam two ends are provided with bolt hole, and girder and secondary beam are linked together by bolt by the steel plate in the inboard strap bolt of girder hole.
Side guardrail end welding pin, the steel pipe that welding of end, guardrail both sides, front and pin adapt.
Wire rope is by drag hook on the girder and building, and flower basket bolt is connected on the wire rope, and steel cord ends is fixed by wire clips.
Compared with prior art, the beneficial effect that the utility model had is: the assembly type discharging platform of encorbelmenting, be connected by bolt between girder and the secondary beam, between guardrail and the discharging platform underframe, between side guardrail and the front guardrail by the socket connection of steel pipe pin.Each ingredient batch production is produced, and tool, standardization can be had enough to meet the need use.Arbitrarily dismounting between each ingredient is convenient to transportation, and has been improved security performance.
Description of drawings
Fig. 1 is the assembly type discharging platform stereogram of encorbelmenting;
Fig. 2 is the main beam structure schematic diagram of encorbelmenting;
Fig. 3 is the secondary beam structural representation;
Fig. 4 side guard bar structure schematic diagram;
Fig. 5 front guard bar structure schematic diagram;
Fig. 6 assembly type fixedly schematic diagram of discharging platform and building of encorbelmenting.
Fig. 1-the 6th, most preferred embodiment of the present utility model, wherein, the embedded bar in the embedded bar 18 in 1 girder 2, bolt 3, secondary beam 4, guardrail supporting leg 5, side guardrail 6, bolt hole 7, underframe steel pipe 8, guard rail steel pipe 9, front guardrail 10, pin 11, underframe supporting leg 12, drag hook 13, guardrail supporting leg 14, flower basket bolt 15, wire rope 16, wire clips 17, the upper strata cast-in-place structural, the floor.
The specific embodiment
With reference to Fig. 1
The assembly type discharging platform of encorbelmenting mainly is made up of girder 1, secondary beam 3, side guardrail 5, front guardrail 9.Girder 1 and secondary beam 3 are the shaped steel material, and girder 1 and secondary beam 3 being connected and fixed by bolt 2 by the steel plate that has bolt hole 6 forms the discharging platform underframe.The guardrail supporting leg 13 of side guardrail 5 bottoms inserts in the underframe steel pipe 7, makes side guardrail 5 and girder 1 socket connection together.Front guardrail 9 inserts in the guard rail steel pipe 8 of side guardrails 5 by the pin 10 of both sides, with front guardrail 9 and 5 socket connections of side guardrail together.
With reference to Fig. 2,3
Welding three road underframe steel pipes 7 on the outside of girder 1, spacing adheres to specification.Front end welding drag hook 12 at girder 1.At the downside middle part of girder 1 welding supporting leg 11, oblique welding supporting leg steel pipe of while, supporting leg steel pipe and supporting leg 11 and girder 1 form triangular structure.
The steel plate that has bolt hole 6 is welded in inboard at girder 1, and its spacing is determined according to the result of mechanical calculation.Two-end part processing bolt hole 6 at secondary beam 2.
With reference to Fig. 4
Side guardrail 5 adopts angle bar and reinforcing bar welding to make, earlier angle bar is welded together to form a tetragonal structure, portion is with the vertical welded reinforcement of suitable spacing within it again, and a face down bonding that is connected with front guardrail 9 at side guardrail 5 connects guard rail steel pipe 8, at the bottom of side guardrail 5 welding guardrail supporting leg 13.
With reference to Fig. 5
Front guardrail 9 adopts angle bar and reinforcing bar welding to make, and earlier angle bar is welded together to form a tetragonal structure, and portion welds pin 10 with the vertical welded reinforcement of suitable spacing in the both sides of front guardrail 9 within it again.
With reference to Fig. 6
Encorbelment the fixedly schematic diagram of discharging platform and building of assembly type.The assembly type discharging platform of encorbelmenting is fixed on the building floor by the embedded bar in the floor 18, and limits the displacement of left and right directions thus.The triangular structure of being made up of supporting leg 11, supporting leg steel pipe, girder 1 is controlled the displacement of its fore-and-aft direction.Wire rope 15 hypomeres and drag hook 12 connect together by wire clips 16, wire rope 15 epimeres are connected with embedded bar 17 in the cast-in-place structural of upper strata by wire clips 18, upper and lower section of wire rope 15 connects together by flower basket bolt 14, and regulates the tightness of wire rope 15 by flower basket bolt 14.
After construction finishes, take the connecting bolt discharging platform of this assembly type can being encorbelmented apart and pull down.Pin is extracted from guard rail steel pipe, and then from the discharging platform underframe, positive side guardrail is extracted.The discharging platform entrucking of can easily assembly type being encorbelmented this moment is transported.

Claims (3)

1, the assembly type discharging platform of encorbelmenting, it is characterized in that: comprise the discharging platform underframe, be installed in the guardrail on the discharging platform underframe, the discharging platform underframe is fixedly made by bolt (2) by girder (1) and secondary beam (3), discharging platform underframe limit portion welds guardrail supporting leg (13) socket connection of underframe steel pipe (7) and guardrail at interval, guardrail is side guardrail (5) and front guardrail (9), front guardrail (9) end, both sides welding pin (10), the guard rail steel pipe (8) that welding of side guardrail (5) end and pin (10) adapt, side guardrail (5) is plugged on by pin (10) and guard rail steel pipe (8) with front guardrail (9).
2, the assembly type according to claim 1 discharging platform of encorbelmenting, it is characterized in that: the inboard welding of girder (1) has the steel plate of bolt hole (6), outside welding underframe steel pipe (7), drag hook (12), girder (1) downside middle part welding underframe supporting leg (11), secondary beam (3) two ends are provided with bolt hole (6), and girder (1) is linked together by bolt with the steel plate of secondary beam (3) by the inboard strap bolt hole of girder (6).
3, the assembly type according to claim 1 discharging platform of encorbelmenting is characterized in that: the steel pipe that side guardrail (5) end welding pin, the welding of front guardrail (9) end, both sides and pin adapt.
CNU2008200260564U 2008-07-18 2008-07-18 Assembly type suspension supporting discharge platform Expired - Fee Related CN201169904Y (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CNU2008200260564U CN201169904Y (en) 2008-07-18 2008-07-18 Assembly type suspension supporting discharge platform

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CNU2008200260564U CN201169904Y (en) 2008-07-18 2008-07-18 Assembly type suspension supporting discharge platform

Publications (1)

Publication Number Publication Date
CN201169904Y true CN201169904Y (en) 2008-12-24

Family

ID=40208956

Family Applications (1)

Application Number Title Priority Date Filing Date
CNU2008200260564U Expired - Fee Related CN201169904Y (en) 2008-07-18 2008-07-18 Assembly type suspension supporting discharge platform

Country Status (1)

Country Link
CN (1) CN201169904Y (en)

Cited By (8)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN102635225A (en) * 2012-04-05 2012-08-15 广东省工业设备安装公司 Equipment hoisting platform and method for super high-rise buildings
CN102777038A (en) * 2011-12-06 2012-11-14 中建四局第三建筑工程有限公司 U-shaped slot unloading construction method for high buildings
CN104060832A (en) * 2014-07-04 2014-09-24 中建四局第一建筑工程有限公司 Method and device for improving safety of unloading platform
CN106013827A (en) * 2016-07-26 2016-10-12 中建局集团建设发展有限公司 Turning type curtain wall hard protection screen
CN107514144A (en) * 2016-06-17 2017-12-26 五冶集团上海有限公司 A kind of building surface in big industrial factory roofing tile making platform
CN108566152A (en) * 2018-04-13 2018-09-21 绍兴文理学院 It is a kind of that there is the photovoltaic protective platform that can reduce labour's function
CN108930399A (en) * 2018-08-01 2018-12-04 四川兴昌建设工程有限公司 One kind is floatd the prefabricated out-hung panel construction protective frame of window
CN108979113A (en) * 2018-06-27 2018-12-11 中国核工业华兴建设有限公司 Plain type nuclear power plant equipment gate operation platform

Cited By (11)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN102777038A (en) * 2011-12-06 2012-11-14 中建四局第三建筑工程有限公司 U-shaped slot unloading construction method for high buildings
CN102777038B (en) * 2011-12-06 2014-10-15 中建四局第三建筑工程有限公司 U-shaped slot unloading construction method for high buildings
CN102635225A (en) * 2012-04-05 2012-08-15 广东省工业设备安装公司 Equipment hoisting platform and method for super high-rise buildings
CN104060832A (en) * 2014-07-04 2014-09-24 中建四局第一建筑工程有限公司 Method and device for improving safety of unloading platform
CN104060832B (en) * 2014-07-04 2017-01-04 中建四局第一建筑工程有限公司 A kind of method and device improving discharging platform safety
CN107514144A (en) * 2016-06-17 2017-12-26 五冶集团上海有限公司 A kind of building surface in big industrial factory roofing tile making platform
CN106013827A (en) * 2016-07-26 2016-10-12 中建局集团建设发展有限公司 Turning type curtain wall hard protection screen
CN108566152A (en) * 2018-04-13 2018-09-21 绍兴文理学院 It is a kind of that there is the photovoltaic protective platform that can reduce labour's function
CN108979113A (en) * 2018-06-27 2018-12-11 中国核工业华兴建设有限公司 Plain type nuclear power plant equipment gate operation platform
CN108979113B (en) * 2018-06-27 2021-07-02 中国核工业华兴建设有限公司 Simple nuclear power station equipment gate construction platform
CN108930399A (en) * 2018-08-01 2018-12-04 四川兴昌建设工程有限公司 One kind is floatd the prefabricated out-hung panel construction protective frame of window

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

Granted publication date: 20081224

Termination date: 20170718

CF01 Termination of patent right due to non-payment of annual fee