CN108547443A - The upright bar bearing adjusted and its construction method are moved on a kind of overhanging I-steel - Google Patents

The upright bar bearing adjusted and its construction method are moved on a kind of overhanging I-steel Download PDF

Info

Publication number
CN108547443A
CN108547443A CN201810324089.5A CN201810324089A CN108547443A CN 108547443 A CN108547443 A CN 108547443A CN 201810324089 A CN201810324089 A CN 201810324089A CN 108547443 A CN108547443 A CN 108547443A
Authority
CN
China
Prior art keywords
steel
overhanging
upright bar
adjusted
square steel
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
CN201810324089.5A
Other languages
Chinese (zh)
Inventor
林华湘
巫立宁
方伟聪
陈志伟
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 Fourth Bureau Fourth Construction Engineering Co Ltd
Original Assignee
China Construction Fourth Bureau Fourth Construction Engineering 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 Fourth Bureau Fourth Construction Engineering Co Ltd filed Critical China Construction Fourth Bureau Fourth Construction Engineering Co Ltd
Priority to CN201810324089.5A priority Critical patent/CN108547443A/en
Publication of CN108547443A publication Critical patent/CN108547443A/en
Pending legal-status Critical Current

Links

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
    • E04G5/00Component parts or accessories for scaffolds
    • E04G5/04Means for fastening, supporting, or bracing scaffolds on or against building constructions
    • E04G5/046Means for fastening, supporting, or bracing scaffolds on or against building constructions for fastening scaffoldings on walls
    • 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
    • E04G3/18Scaffolds essentially supported by building constructions, e.g. adjustable in height supported by cantilevers or other provisions mounted in openings in the building, e.g. window openings

Landscapes

  • 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 move the upright bar bearing adjusted and its construction method on a kind of overhanging I-steel, the upright bar bearing includes overhanging I-steel, it is cased with square steel set on overhanging I-steel, it is welded with locating rod at the top of square steel set, it is connected with upright bar on the securing lever, threaded hole is offered in the both sides of square steel set simultaneously, bolt screws in after threaded hole and contacts and hold out against with overhanging I-steel.The square steel set of the present invention mobile on overhanging I-steel can be adjusted, to meet the installation requirement of different spacing upright bars, avoid the security risk of conventional construction method welded reinforcement head on overhanging I-steel, it can be required simultaneously according to scheme, upright bar is rationally adjusted from wall spacing and upright bar spacing, improves work efficiency.The upright bar bearing removed repeats and utilizes, reaches effects of energy conservation and environmental protection.

Description

The upright bar bearing adjusted and its construction method are moved on a kind of overhanging I-steel
Technical field
The present invention relates to the upright bar bearing adjusted is moved on a kind of overhanging I-steel, belong to main structural engineering construction skill Art field.
Background technology
In the realm of building construction, overhanging outrigger provides operating platform for construction operation, while being floor and construction operation Edge protection is provided, and is widely used.Overhanging I-steel is the important component for overhanging outrigger, and tradition overhanging I-steel is Two steel bar ends are welded at the top of I-steel, for setting up upright bar.This way may damage I-steel in the welding process, make At some potential safety problems.When outrigger is removed, cutting steel bar end is also needed, can not reuse, cause to waste to a certain degree.This Outside, when steel bar end welds, if positioning and fixed there is deviation or frame body needs to adjust, it is necessary to weld again, waste of manpower object Power.It is necessary to improve conventional construction method as a result,.
Invention content
The object of the present invention is to provide it is a kind of it is simple in structure, easy for construction, safety and environmental protection, can improve construction The upright bar bearing adjusted is moved on the overhanging I-steel of work efficiency, to overcome deficiency in the prior art.
Technical scheme of the present invention:The upright bar bearing adjusted, including overhanging I-steel are moved on a kind of overhanging I-steel, It is cased with square steel set on overhanging I-steel, connecting rod is welded at the top of square steel set, upright bar is connected in connecting rod, simultaneously Threaded hole is offered in the both sides of square steel set, bolt screws in after threaded hole and contacts and hold out against with overhanging I-steel.
Further, the connecting rod is spiral, and upright bar is that lower end sets female steel pipe, the lower end of upright bar and company Extension bar is threadedly coupled, and is easily installed and is dismantled.
Due to the adoption of the above technical scheme, the advantage of the invention is that:The square steel set of the present invention can be in overhanging I-steel Upper mobile adjusting avoids conventional construction method from being welded on overhanging I-steel to meet the installation requirement of different spacing upright bars The security risk of steel bar end, while can be required according to scheme, upright bar is rationally adjusted from wall spacing and upright bar spacing, improves work Effect.The upright bar bearing removed repeats and utilizes, reaches effects of energy conservation and environmental protection.Therefore, the present invention not only makes simply, construction It is convenient, can be cost-effective with lifting construction efficiency and quality, there is wide applicability and generalization.
Description of the drawings
Fig. 1 is the structural schematic diagram of the present invention;
Fig. 2 is the E enlarged drawings of Fig. 1;
Fig. 3 is the sectional view of Fig. 2.
Reference sign:1- square steel sets;2- connecting rods;3- bolts;4- overhangs I-steel;5- upright bars.
Specific implementation mode
To make the objectives, technical solutions, and advantages of the present invention clearer, with reference to the accompanying drawings and examples to this hair It is bright to be described in further detail.
The embodiment of the present invention:Overhang structural schematic diagram such as Fig. 1~3 institutes that the upright bar bearing adjusted is moved on I-steel Show, including overhanging I-steel 4, square steel set 1 is cased on overhanging I-steel 4, connecting rod 2 is welded at the top of square steel set 1, Be connected with upright bar 5 in connecting rod 2, while threaded hole offered in the both sides of square steel set 1, bolt 3 screw in after threaded hole with overhanging I-steel 4 is contacted and is held out against.The connecting rod 2 is spiral, and upright bar 5 is that lower end sets female steel pipe, upright bar 5 Lower end is threadedly coupled with connecting rod 2, is easily installed and is dismantled.
The square steel set 1 of the present invention mobile on overhanging I-steel 4 can be adjusted, therefore, can be according to can be according to scheme It is required that rationally adjust the position of square steel set 1, so reach adjustment upright bar 5 from the spacing between wall spacing and upright bar 5, to The installation requirement for meeting different spacing upright bars 5 avoids the safety of conventional construction method welded reinforcement head on overhanging I-steel hidden Suffer from, improves work efficiency.And after upright bar 5 is removed, square steel set 1, connecting rod 2 and bolt 3 can be repeatedly utilized so that, reach energy-saving ring Protect effect.Therefore, the present invention not only makes simply, easy for construction, can be with lifting construction efficiency and quality, cost-effective, tool There are wide applicability and generalization.

Claims (2)

1. moving the upright bar bearing adjusted, including overhanging I-steel (4) on a kind of overhanging I-steel, it is characterised in that:Outstanding It chooses and is cased with square steel set (1) on I-steel (4), connecting rod (2) is welded at the top of square steel set (1), connected in connecting rod (2) Have a upright bar (5), while threaded hole offered in the both sides of square steel set (1), bolt (3) screw in after threaded hole with overhanging I-steel (4) it contacts and holds out against.
2. moving the upright bar bearing adjusted on overhanging I-steel according to claim 1, it is characterised in that:The connection Bar (2) is spiral, and upright bar (5) is that lower end sets female steel pipe, and lower end and connecting rod (2) screw thread of upright bar (5) connect It connects.
CN201810324089.5A 2018-04-12 2018-04-12 The upright bar bearing adjusted and its construction method are moved on a kind of overhanging I-steel Pending CN108547443A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201810324089.5A CN108547443A (en) 2018-04-12 2018-04-12 The upright bar bearing adjusted and its construction method are moved on a kind of overhanging I-steel

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201810324089.5A CN108547443A (en) 2018-04-12 2018-04-12 The upright bar bearing adjusted and its construction method are moved on a kind of overhanging I-steel

Publications (1)

Publication Number Publication Date
CN108547443A true CN108547443A (en) 2018-09-18

Family

ID=63514687

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201810324089.5A Pending CN108547443A (en) 2018-04-12 2018-04-12 The upright bar bearing adjusted and its construction method are moved on a kind of overhanging I-steel

Country Status (1)

Country Link
CN (1) CN108547443A (en)

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN110080528A (en) * 2019-04-30 2019-08-02 中国二十冶集团有限公司 The construction method of outer builder's jack I-steel
CN112127545A (en) * 2020-09-28 2020-12-25 宁波建工建乐工程有限公司 Assembled suspension frame type steel beam device
CN112796529A (en) * 2020-12-30 2021-05-14 咸宁智锐机电科技有限公司 Adjustable overhanging discharging steel framework of limiting support
CN113585700A (en) * 2021-08-16 2021-11-02 成都兰腾科技有限公司 A assembled connection structure for shear force wall work platform

Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH1060911A (en) * 1996-08-14 1998-03-03 Kondo Kozai Kk Construction method for foundation structure of light-weight building
CN201546440U (en) * 2009-11-27 2010-08-11 江苏双楼建设集团有限公司 Suspended scaffold upright rod load-bearing base capable of moving for distance adjusting
CN107558720A (en) * 2017-10-18 2018-01-09 中交第四公路工程局有限公司 A kind of vertical rod fixture and scaffold
CN207079904U (en) * 2017-07-24 2018-03-09 中国一冶集团有限公司 A kind of positioning bar packaged type is encorbelmented I-steel

Patent Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH1060911A (en) * 1996-08-14 1998-03-03 Kondo Kozai Kk Construction method for foundation structure of light-weight building
CN201546440U (en) * 2009-11-27 2010-08-11 江苏双楼建设集团有限公司 Suspended scaffold upright rod load-bearing base capable of moving for distance adjusting
CN207079904U (en) * 2017-07-24 2018-03-09 中国一冶集团有限公司 A kind of positioning bar packaged type is encorbelmented I-steel
CN107558720A (en) * 2017-10-18 2018-01-09 中交第四公路工程局有限公司 A kind of vertical rod fixture and scaffold

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN110080528A (en) * 2019-04-30 2019-08-02 中国二十冶集团有限公司 The construction method of outer builder's jack I-steel
CN112127545A (en) * 2020-09-28 2020-12-25 宁波建工建乐工程有限公司 Assembled suspension frame type steel beam device
CN112796529A (en) * 2020-12-30 2021-05-14 咸宁智锐机电科技有限公司 Adjustable overhanging discharging steel framework of limiting support
CN113585700A (en) * 2021-08-16 2021-11-02 成都兰腾科技有限公司 A assembled connection structure for shear force wall work platform

Similar Documents

Publication Publication Date Title
CN108547443A (en) The upright bar bearing adjusted and its construction method are moved on a kind of overhanging I-steel
CN103934693B (en) The processing technology of box-structure post/beam shaping
CN106930531A (en) A kind of pull-up manomelia is encorbelmented the construction method of heavy frame
CN106475814A (en) A kind of round tubing subpackage detent mechanism
CN103452304A (en) Inserted type outer frame L-type steel wall connecting piece structure free of scaffold hole and construction method thereof
CN107119706A (en) A kind of tower crane anchor bolt localizer and its installation method
CN206233363U (en) Steel structure modularization building steel column base and foundation connection positioning device
CN211647306U (en) Floor carrier plate bearing structure with adjustable steel construction large-span
CN204850516U (en) A horizontal lifeline system for steel construction factory building
CN205476079U (en) Major diameter reinforcing bar net piece
CN204001802U (en) A kind of fence assembly and adopt this fence assembly and the construction protection railing that forms
CN110578405A (en) Protection method for standard floor outer wall edge opening
CN102817467B (en) Operating platform for high-altitude installation of steel structure
CN214658825U (en) A reinforcing apparatus for bathroom stagnant water bank platform template
CN209891066U (en) Safety protection device in high tower crossbeam steel web construction
CN214652865U (en) Concatenation formula installs old building elevator steel construction derrick additional
CN214615043U (en) Prefabricated component reserved steel bar positioning and correcting device
CN213626070U (en) Steel structure beam column connecting structure
CN209874434U (en) Simple and easy scaffold frame of encorbelmenting of building high latitude
CN208347322U (en) Equipment is used in tall and big autoclaved aerated concrete batten installation
CN206667466U (en) Steel construction operating platform
CN219952682U (en) Reinforcing device for telescopic adjusting beam
CN206903178U (en) Hoisting type elevator steel platform
CN217315615U (en) Reinforcing bar alignment appurtenance
CN208668605U (en) A kind of steel secondary beam auxiliary installation device

Legal Events

Date Code Title Description
PB01 Publication
PB01 Publication
SE01 Entry into force of request for substantive examination
SE01 Entry into force of request for substantive examination
RJ01 Rejection of invention patent application after publication

Application publication date: 20180918

RJ01 Rejection of invention patent application after publication