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 PDFInfo
- 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
Links
- 229910000831 Steel Inorganic materials 0.000 title claims abstract description 57
- 239000010959 steel Substances 0.000 title claims abstract description 57
- 238000010276 construction Methods 0.000 title abstract description 16
- 230000000694 effects Effects 0.000 abstract description 4
- 230000007613 environmental effect Effects 0.000 abstract description 3
- 238000009434 installation Methods 0.000 abstract description 3
- 238000004134 energy conservation Methods 0.000 abstract description 2
- 230000002787 reinforcement Effects 0.000 abstract description 2
- 238000010586 diagram Methods 0.000 description 2
- 239000002699 waste material Substances 0.000 description 2
- 238000009435 building construction Methods 0.000 description 1
- 230000007812 deficiency Effects 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 238000000034 method Methods 0.000 description 1
- 238000003466 welding Methods 0.000 description 1
Classifications
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
- E04G5/00—Component parts or accessories for scaffolds
- E04G5/04—Means for fastening, supporting, or bracing scaffolds on or against building constructions
- E04G5/046—Means for fastening, supporting, or bracing scaffolds on or against building constructions for fastening scaffoldings on walls
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
- E04G3/00—Scaffolds essentially supported by building constructions, e.g. adjustable in height
- E04G3/18—Scaffolds 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
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.
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)
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)
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 |
-
2018
- 2018-04-12 CN CN201810324089.5A patent/CN108547443A/en active Pending
Patent Citations (4)
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)
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 |