CN108952135A - The erection method of steel post operation platform fixture and operating platform - Google Patents

The erection method of steel post operation platform fixture and operating platform Download PDF

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Publication number
CN108952135A
CN108952135A CN201810962010.1A CN201810962010A CN108952135A CN 108952135 A CN108952135 A CN 108952135A CN 201810962010 A CN201810962010 A CN 201810962010A CN 108952135 A CN108952135 A CN 108952135A
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CN
China
Prior art keywords
plate
fixture
steel
steel pipe
operation 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.)
Pending
Application number
CN201810962010.1A
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Chinese (zh)
Inventor
刘凤英
张志刚
郝建平
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China Second Metallurgy Group Co Ltd
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China Second Metallurgy Group Co Ltd
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Publication date
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Priority to CN201810962010.1A priority Critical patent/CN108952135A/en
Publication of CN108952135A publication Critical patent/CN108952135A/en
Pending 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
    • E04G3/00Scaffolds essentially supported by building constructions, e.g. adjustable in height
    • 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
    • E04G5/00Component parts or accessories for scaffolds
    • E04G5/04Means for fastening, supporting, or bracing scaffolds on or against building constructions
    • E04G5/045Means for fastening, supporting, or bracing scaffolds on or against building constructions for fastening scaffoldings on profiles, e.g. I or H profiles

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  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Mechanical Engineering (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Conveying And Assembling Of Building Elements In Situ (AREA)

Abstract

The invention discloses a kind of steel post operation platform fixture and the erection methods of operating platform, the fixture includes jig body and clamping screw, jig body includes top plate and bottom plate, it is connected between top plate and bottom plate by connecting plate, top plate, connecting plate and bottom plate surround accommodating space, and open slot is provided on top plate and bottom plate, and the open slot on top plate is identical with the opening direction of the open slot on bottom plate, clamping screw passes through connecting plate, and clamping screw is connected with connecting plate by screw thread.The invention also discloses a kind of erection methods of steel post operation platform.The present invention can be improved the efficiency of setting up of operating platform, shorten construction period.

Description

The erection method of steel post operation platform fixture and operating platform
Technical field
The present invention relates to technical field of building construction, and in particular to a kind of steel post operation platform fixture and operating platform Erection method.
Background technique
Industrial premises steel column during installation, because of the lifting by steel column outer dimension, weight and traffic condition and hanging device The limitation of the reasons such as ability, steel column are often first then to transport to erecting bed in processing factory's sectional making and be segmented in high-altitude Installation need to set up temporary operating platform, existing operating platform generallys use following when steel column segmentation is installed on lower section steel column Mode is set up: first on lower section steel column on the two sides flange plate of distance interface position certain distance, respectively angle steel is used in welding two Manufactured gusseted, then the connecting cross beam in gusseted finally connect the wooden springboard as temporary operating platform on crossbeam. The erection method of aforesaid operations platform, sets up low efficiency, and steel column constructed after need to cut off gusseted from steel column, then The crator of gusseted and flange plate connecting portion is polished completely and mended again and brushes paint, it is time-consuming and laborious, it is not easy to dismantle, apply The work period is longer, and when gusseted is cut off from steel column is also easy to damage flange plate, is unable to satisfy construction demand.
Summary of the invention
The technical problem to be solved in the present invention is to provide the sides of setting up of a kind of steel post operation platform fixture and operating platform Method can be improved the efficiency of setting up of operating platform, shorten construction period.
In order to solve the above technical problem, the present invention provides technical solution it is as follows:
A kind of steel post operation platform fixture, including jig body and clamping screw, the jig body include top plate and bottom plate, It is connected between the top plate and bottom plate by connecting plate, the top plate, connecting plate and bottom plate surround accommodating space, the top plate With open slot is provided on bottom plate, the open slot on the top plate is identical with the opening direction of the open slot on bottom plate, described Clamping screw passes through the connecting plate, and the clamping screw is connected with the connecting plate by screw thread.
The open slot on open slot and bottom plate on the top plate is arranged symmetrically.
The top plate and bottom plate are parallel.
The open slot is rectangular channel.
The connecting plate is arc panel.
It is fixed with locking member on the connecting plate, threaded hole is provided on the locking member, is provided on the connecting plate The axis of through-hole, the through-hole and the threaded hole coincides, and the clamping screw is also cross the threaded hole and through-hole.
A kind of erection method of steel post operation platform, the steel column use I-steel, and the I-steel includes two parallel The flange plate of setting, the erection method the following steps are included:
1) edge of each flange plate is plugged with fixture as claimed in any one of claims 1 to 6, when grafting, the wing The edge connecting of listrium is in the top plate of the fixture and the open slot of bottom plate;
2) equal the first steel pipe of grafting in the accommodating space of the fixture connected on each flange plate, tightens the lock on the fixture Tight bolt, until the clamping screw supports first steel pipe on corresponding flange plate;
3) the second steel pipe is connected between the first steel pipe of two flange plates, the both ends of first steel pipe are respectively connected with described Two steel pipes, all first steel pipes and the second steel pipe constitute groined type frame;
4) the wooden springboard is laid in the upper surface of groined type frame.
In the step 2, in the accommodating space of the fixture connected on flange plate when the first steel pipe of grafting, also in card Grafting rubber slab in the accommodating space of tool, the rubber slab tighten the locking on fixture between the first steel pipe and flange plate After bolt, clamping screw supports the first steel pipe on flange plate by the rubber slab.
In the step 1), the both sides of the edge of each flange plate are plugged with fixture.
In the step 3), it is connected between first steel pipe and the second steel pipe by fastener.
The invention has the following advantages: the side of setting up of steel post operation platform fixture and operating platform of the invention Method sets up and removes that efficiency is higher, in addition short construction period blocks so that setting up and dismantling for operating platform is more convenient Tool, the first steel pipe and the second steel pipe can be used repeatedly, and save construction cost.
Detailed description of the invention
Fig. 1 is fixture structure schematic diagram of the invention;
Fig. 2 is that operating platform of the invention sets up schematic diagram;
Fig. 3 is the enlarged structure schematic diagram in Fig. 2 at A;
In figure: 1, fixture, 11, jig body, 111, top plate, 112, bottom plate, 113, connecting plate, 114, accommodating space, 115, open Mouth slot, 12, clamping screw, 13, locking member, 2, rubber slab, 3, I-steel, 31, flange plate, the 4, first steel pipe, the 5, second steel pipe, 6, fastener.
Specific embodiment
The present invention will be further explained below with reference to the attached drawings and specific examples, so that those skilled in the art can be with It more fully understands the present invention and can be practiced, but illustrated embodiment is not as a limitation of the invention.
As shown in Figure 1, present embodiment discloses a kind of steel post operation platform fixture 1, including jig body 11 and locking Bolt 12, jig body 11 include top plate 111 and bottom plate 112, are connected between top plate 111 and bottom plate 112 by connecting plate 113 It connects, top plate 111, connecting plate 113 and bottom plate 112 surround accommodating space 114, are provided with open slot on top plate 111 and bottom plate 112 115, the open slot 115 on top plate 111 is identical with the opening direction of the open slot 115 on bottom plate 112, and clamping screw 12, which passes through, to be connected Fishplate bar 113, clamping screw 12 are connected with connecting plate 113 by screw thread.
In a wherein embodiment, the open slot 115 on open slot 115 and bottom plate 112 on top plate 111 is in symmetrical Arrangement.When being more conducive to set up operating platform, the clamping of open slot 115 and flange plate 31, enhancing clamping stability.
Further, top plate 111 and bottom plate 112 are also arranged symmetrically.
Wherein, top plate 111 and bottom plate 112 are parallel.
In a wherein embodiment, open slot 115 is that rectangular channel can also be increased with adapting to the shape of flange plate 31 The stability that open slot 115 and flange plate 31 are clamped.
In a wherein embodiment, connecting plate 113 is arc panel, to adapt to the shape of the first steel pipe 4, enhances fixture 1 and the first connection reliability between steel pipe 4.Further, top plate 111, connecting plate 113 and bottom plate 112 form U-shaped structure.
In a wherein embodiment, it is welded with locking member 13 on connecting plate 113, is provided with screw thread on locking member 13 Hole, is provided with through-hole on connecting plate 113, and the axis of through-hole and threaded hole coincides, clamping screw 12 also cross threaded hole and Through-hole is connected with the screw thread of clamping screw 12 by locking member 13, can effectively ensure that screwing for clamping screw 12, be convenient for simultaneously Locking member 13 can be processed individually, convenient for opening up threaded hole, also be conducive to control reach.Wherein unthreaded hole can be used in through-hole, processing Simply.
Further, locking member 13 uses nut.
In a wherein embodiment, top plate 111, bottom plate 112 and connecting plate 113 are integrally formed, overall mechanical properties Preferably.
In a wherein embodiment, top plate 111, bottom plate 112 and connecting plate 113 are all made of steel plate.
As shown in Fig. 2, the present embodiment also discloses a kind of erection method of steel post operation platform, steel column uses I-steel 3, I-steel 3 include two flange plates 31 disposed in parallel, the erection method the following steps are included:
1) edge of each flange plate 31 is plugged with fixture 1 described in any of the above embodiments, when grafting, the side of flange plate 31 Edge be plugged in the top plate 111 of fixture 1 and the open slot of bottom plate 112 namely the open slot 115 of top plate 111 and bottom plate 112 in it is same When and the edge of the same flange plate 31 plug;
In a wherein embodiment, the both sides of the edge of each flange plate 31 are plugged with a fixture 1, preferably to guarantee The stability of subsequent first steel pipe 4.
Wherein fixture 1 is mounted at the top apart from I-steel 3 (namely interface of two sections steel column) 1000mm.
2) the first steel pipe of equal grafting 4, tightening card in the accommodating space 114 of the fixture 1 connected on each flange plate 31 Clamping screw 12 on tool 1, until clamping screw 12 supports the first steel pipe 4 on corresponding flange plate 31, to guarantee first Being reliably connected between steel pipe 4, fixture 1 and corresponding flange plate 31;
It is to be appreciated that the accommodating space 114 of fixture 1 is divided into two spaces by flange plate 31, one of space is by top plate 111, the space that connecting plate 113, bottom plate 112 and flange plate 31 are constituted, the first steel pipe 4 is plugged in the space.
In the accommodating space 114 of the fixture 1 connected on flange plate 31 when the first steel pipe 4 of grafting, the also appearance in fixture 1 Grafting rubber slab 2 in 114 between emptying, rubber slab 2 tighten the locking screw on fixture 1 between the first steel pipe 4 and flange plate 31 After bolt 12, clamping screw 12 supports the first steel pipe 4 on flange plate 31 by rubber slab 2.It, can by the setting of rubber slab 2 It prevents the surface of flange plate 31 from wearing, while cushioning effect can also be played.
Further, as shown in figure 3, the spacing H between the top plate 111 and bottom plate 112 of fixture 1 is equal to the width of rubber slab 2 L is spent, the width that the length of rubber slab 2 is equal to flange plate 31 prevents flange plate 31 preferably to protect the surface of flange plate 31 It wears on surface.
In a wherein embodiment, when the both sides of the edge of a flange plate 31 are provided with a fixture 1, the first steel Pipe 4 is also cross the accommodating space 114 of two fixtures 1 of the flange plate 31, and rubber slab 2 is also also cross on the flange plate 31 two The accommodating space 114 of a fixture 1.
3) the second steel pipe 5 is connected between the first steel pipe 4 of two flange plates 31, the both ends of the first steel pipe 4 are respectively connected with Second steel pipe 5, the both ends for also even defining the first steel pipe 4 are respectively the first extension end and the second extension end, then are located at I-steel 3 It is connected with the second steel pipe 5 between first extension end of two the first steel pipes 4 of side, positioned at above-mentioned the two of 3 other side of I-steel The second steel pipe 5 is connected between second extension end of a first steel pipe 4.The first all steel pipes 4 and the second steel pipe 5 constitute well word Shape frame, to improve the stability of the frame, main frame of the frame as operating platform, stability is directly related to construction The safety of personnel;
Further, the first steel pipe 4 and the second steel pipe 5 are perpendicular, and the first steel pipe 4 and flange plate 31 are parallel.
Further, it is connected between the first steel pipe 4 and the second steel pipe 5 by fastener 6, easy to disassemble, connection is reliable.
4) it is laid with the wooden springboard in the upper surface of groined type frame, and the wooden springboard and groined type frame is fixed by iron wire. The wooden springboard is used to stand for subsequent construction personnel and construct.
It is to be located at I-steel 3 one in groined type frame it is to be appreciated that being laid with the wooden springboard in the upper surface of groined type frame The upper surface of the part of side is laid with the wooden springboard, while being located at the upper surface of the part of 3 other side of I-steel in groined type frame It is laid with the wooden springboard, namely the wooden springboard is laid with around the periphery of I-steel 3, and the multi-faceted construction of construction personnel is convenient for.
Wherein, the width of the open slot 115 of fixture 1 is 3mm bigger than the width of flange plate 31, to guarantee that fixture 1 can be inserted smoothly It connects on flange plate 31.
After the completion of the operating platform of above-mentioned steel column is set up, construction personnel can stand on progress the preceding paragraph steel column on the wooden springboard With the connection of this section of steel column.After the completion of steel column construction, the wooden springboard is first removed, fastener 6 is then unclamped, removes the second steel pipe 5, finally Clamping screw 12 is unscrewed, takes out the first steel pipe 4, rubber slab 2 and fixture 1, the dismounting work of operating platform can be rapidly completed, Demolishing process is convenient and efficient, and will not damage flange plate when dismounting.
The present embodiment fixture structure is simple, easy to process, is easily installed and dismantles, by the use of fixture 1, so that operation Setting up and dismantling for platform is more convenient, sets up and remove that efficiency is higher, and short construction period, flange plate 31 is not susceptible to damage Wound, in addition fixture 1, the first steel pipe 4 and the second steel pipe 5 can be used repeatedly, and save construction cost.
Embodiment described above is only to absolutely prove preferred embodiment that is of the invention and being lifted, protection model of the invention It encloses without being limited thereto.Those skilled in the art's made equivalent substitute or transformation on the basis of the present invention, in the present invention Protection scope within.Protection scope of the present invention is subject to claims.

Claims (10)

1. a kind of steel post operation platform fixture, characterized in that including jig body and clamping screw, the jig body includes Top plate and bottom plate are connected between the top plate and bottom plate by connecting plate, and it is empty that the top plate, connecting plate and bottom plate surround accommodating Between, open slot is provided on the top plate and bottom plate, the opening side of the open slot on open slot and bottom plate on the top plate To identical, the clamping screw passes through the connecting plate, and the clamping screw is connected with the connecting plate by screw thread.
2. steel post operation platform fixture as described in claim 1, characterized in that on the open slot and bottom plate on the top plate Open slot be arranged symmetrically.
3. steel post operation platform fixture as described in claim 1, characterized in that the top plate and bottom plate are parallel.
4. steel post operation platform fixture as described in claim 1, characterized in that the open slot is rectangular channel.
5. steel post operation platform fixture as described in claim 1, characterized in that the connecting plate is arc panel.
6. steel post operation platform fixture as described in claim 1, characterized in that it is fixed with locking member on the connecting plate, It is provided with threaded hole on the locking member, through-hole, the axis phase of the through-hole and the threaded hole are provided on the connecting plate It is overlapped, the clamping screw is also cross the threaded hole and through-hole.
7. a kind of erection method of steel post operation platform, the steel column uses I-steel, and the I-steel includes two and sets in parallel The flange plate set, characterized in that the erection method the following steps are included:
1) edge of each flange plate is plugged with fixture as claimed in any one of claims 1 to 6, when grafting, the wing The edge connecting of listrium is in the top plate of the fixture and the open slot of bottom plate;
2) equal the first steel pipe of grafting in the accommodating space of the fixture connected on each flange plate, tightens the lock on the fixture Tight bolt, until the clamping screw supports first steel pipe on corresponding flange plate;
3) the second steel pipe is connected between the first steel pipe of two flange plates, the both ends of first steel pipe are respectively connected with described Two steel pipes, all first steel pipes and the second steel pipe constitute groined type frame;
4) the wooden springboard is laid in the upper surface of groined type frame.
8. the erection method of steel post operation platform as claimed in claim 7, characterized in that in the step 2, in flange plate On in the accommodating space of fixture that is connected when the first steel pipe of grafting, the grafting rubber slab also in the accommodating space of fixture is described Rubber slab is between the first steel pipe and flange plate, and after tightening the clamping screw on fixture, clamping screw passes through the first steel pipe The rubber slab is supported on flange plate.
9. the erection method of steel post operation platform as claimed in claim 7, characterized in that in the step 1), each edge of a wing The both sides of the edge of plate are plugged with fixture.
10. the erection method of steel post operation platform as claimed in claim 7, characterized in that in the step 3), described first It is connected between steel pipe and the second steel pipe by fastener.
CN201810962010.1A 2018-08-22 2018-08-22 The erection method of steel post operation platform fixture and operating platform Pending CN108952135A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201810962010.1A CN108952135A (en) 2018-08-22 2018-08-22 The erection method of steel post operation platform fixture and operating platform

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201810962010.1A CN108952135A (en) 2018-08-22 2018-08-22 The erection method of steel post operation platform fixture and operating platform

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Publication Number Publication Date
CN108952135A true CN108952135A (en) 2018-12-07

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Cited By (8)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN109610802A (en) * 2019-01-30 2019-04-12 中国华西企业有限公司 A kind of pylon operating platform
CN109779247A (en) * 2019-03-23 2019-05-21 中国二十二冶集团有限公司 The formwork erection device and construction method of steel column cornerite
CN109888688A (en) * 2019-04-11 2019-06-14 江铃汽车集团江西工程建设有限公司 The fixed construction method of illumination pipeline on a kind of fixed bracket and steel column
CN110004836A (en) * 2019-04-24 2019-07-12 平煤神马建工集团有限公司 A kind of groove locker of fixed collet
CN112459456A (en) * 2020-10-14 2021-03-09 北京首钢建设集团有限公司 Construction method for H-shaped steel column installation interface operation platform
CN112942801A (en) * 2021-03-15 2021-06-11 国能龙源电力技术工程有限责任公司 Column cap bracket and column cap bracket erection method
CN113914598A (en) * 2021-11-08 2022-01-11 中国能源建设集团山西电力建设有限公司 Liftable connection method of construction platform cantilever beam based on I-steel stand column
CN115059280A (en) * 2022-08-04 2022-09-16 中国能源建设集团山西电力建设有限公司 Construction method of clamping type scaffold platform supporting structure on universal H-shaped steel stand column

Cited By (10)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN109610802A (en) * 2019-01-30 2019-04-12 中国华西企业有限公司 A kind of pylon operating platform
CN109610802B (en) * 2019-01-30 2024-06-04 中国华西企业有限公司 External hanging frame operation platform
CN109779247A (en) * 2019-03-23 2019-05-21 中国二十二冶集团有限公司 The formwork erection device and construction method of steel column cornerite
CN109888688A (en) * 2019-04-11 2019-06-14 江铃汽车集团江西工程建设有限公司 The fixed construction method of illumination pipeline on a kind of fixed bracket and steel column
CN109888688B (en) * 2019-04-11 2024-04-16 江铃汽车集团江西工程建设有限公司 Fixing construction method for lighting pipeline on steel column
CN110004836A (en) * 2019-04-24 2019-07-12 平煤神马建工集团有限公司 A kind of groove locker of fixed collet
CN112459456A (en) * 2020-10-14 2021-03-09 北京首钢建设集团有限公司 Construction method for H-shaped steel column installation interface operation platform
CN112942801A (en) * 2021-03-15 2021-06-11 国能龙源电力技术工程有限责任公司 Column cap bracket and column cap bracket erection method
CN113914598A (en) * 2021-11-08 2022-01-11 中国能源建设集团山西电力建设有限公司 Liftable connection method of construction platform cantilever beam based on I-steel stand column
CN115059280A (en) * 2022-08-04 2022-09-16 中国能源建设集团山西电力建设有限公司 Construction method of clamping type scaffold platform supporting structure on universal H-shaped steel stand column

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