CN107675892A - A kind of glass curtain wall monorail hoisting structure - Google Patents
A kind of glass curtain wall monorail hoisting structure Download PDFInfo
- Publication number
- CN107675892A CN107675892A CN201710880527.1A CN201710880527A CN107675892A CN 107675892 A CN107675892 A CN 107675892A CN 201710880527 A CN201710880527 A CN 201710880527A CN 107675892 A CN107675892 A CN 107675892A
- Authority
- CN
- China
- Prior art keywords
- horizontal gird
- column
- oblique pull
- structured beam
- vertical
- 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
- 239000011521 glass Substances 0.000 title claims abstract description 13
- 229910000831 Steel Inorganic materials 0.000 claims abstract description 26
- 239000010959 steel Substances 0.000 claims abstract description 26
- 239000011248 coating agent Substances 0.000 claims description 3
- 238000000576 coating method Methods 0.000 claims description 3
- 229910052799 carbon Inorganic materials 0.000 claims description 2
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims 1
- 238000010276 construction Methods 0.000 description 5
- 239000003795 chemical substances by application Substances 0.000 description 4
- 238000005516 engineering process Methods 0.000 description 2
- 208000019901 Anxiety disease Diseases 0.000 description 1
- 235000006508 Nelumbo nucifera Nutrition 0.000 description 1
- 240000002853 Nelumbo nucifera Species 0.000 description 1
- 235000006510 Nelumbo pentapetala Nutrition 0.000 description 1
- PRPAGESBURMWTI-UHFFFAOYSA-N [C].[F] Chemical compound [C].[F] PRPAGESBURMWTI-UHFFFAOYSA-N 0.000 description 1
- 230000036506 anxiety Effects 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 238000006243 chemical reaction Methods 0.000 description 1
- 230000015271 coagulation Effects 0.000 description 1
- 238000005345 coagulation Methods 0.000 description 1
- 238000011900 installation process Methods 0.000 description 1
- 210000003739 neck Anatomy 0.000 description 1
- 239000002689 soil Substances 0.000 description 1
- 239000000725 suspension Substances 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
- E04G21/00—Preparing, conveying, or working-up building materials or building elements in situ; Other devices or measures for constructional work
- E04G21/14—Conveying or assembling building elements
- E04G21/16—Tools or apparatus
- E04G21/162—Handles to carry construction blocks
-
- B—PERFORMING OPERATIONS; TRANSPORTING
- B66—HOISTING; LIFTING; HAULING
- B66C—CRANES; LOAD-ENGAGING ELEMENTS OR DEVICES FOR CRANES, CAPSTANS, WINCHES, OR TACKLES
- B66C11/00—Trolleys or crabs, e.g. operating above runways
- B66C11/02—Trolleys or crabs, e.g. operating above runways with operating gear or operator's cabin suspended, or laterally offset, from runway or track
- B66C11/04—Underhung trolleys
- B66C11/06—Underhung trolleys running on monorails
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Mechanical Engineering (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Load-Bearing And Curtain Walls (AREA)
Abstract
A kind of glass curtain wall monorail hoisting structure of the present invention, it is related to building hanging device field, including horizontal gird, vertical column, oblique pull column, draining board, concrete structured beam and crane；One end of the vertical column is cast in concrete structured beam, and its other end supports the horizontal gird vertically；The oblique pull column is also associated with the concrete structured beam；The upper end of the oblique pull column is connected with horizontal gird；Guide rail I-steel is provided with the termination of the horizontal gird；The crane is located at the side of concrete structured beam；The draining board is also associated with the horizontal gird；One end of the draining board is covered in the top of guide rail I-steel, and its other end is connected on the vertical column.
Description
Technical field
The present invention relates to building hanging device field, more particularly to a kind of glass curtain wall monorail hoisting structure.
Background technology
Lifting refers to crane or lifting mechanism to the installing of equipment, general designation in place, in installation process, as found to ask
Topic should take measures in time, be further continued for lifting by crane after processing.No over-loading lifts during lifting, forbids tiltedly hanging.Tiltedly hang can cause it is super negative
Lotus and steel wire rope go out groove, or even cause part a line and overturn accident.The hoisting point position that the lifting of monorail loop road needs is few, reduces
Dependence to construction site, be easy to the construction and management at scene, if duration anxiety can also multiple suspension centres lift by crane simultaneously,
It is saved greatly the duration.
The content of the invention
The present invention solves the technical problem of a kind of glass curtain wall monorail hoisting structure is provided, solves lifting point
Position sets difficult, it has not been convenient to the problem of managing.
Hung in order to solve the above technical problems, one aspect of the present invention is to provide a kind of glass curtain wall monorail
Assembling structure, including horizontal gird, vertical column, oblique pull column, draining board, concrete structured beam and crane；It is described vertical vertical
One end of post is cast in concrete structured beam, and its other end supports the horizontal gird vertically；On the concrete structured beam
It is also associated with the oblique pull column；The upper end of the oblique pull column is connected with horizontal gird；Set in the termination of the horizontal gird
There is guide rail I-steel；The crane is located at the side of concrete structured beam；The sluicing is also associated with the horizontal gird
Plate；One end of the draining board is covered in the top of guide rail I-steel, and its other end is connected on the vertical column.
Preferably, the horizontal gird is fixed with vertical uprights vertical；The oblique pull column keeps flat with vertical column
Row position relationship；The lower end of the oblique pull column is connected in concrete structured beam by square steel tube.
Preferably, one end of the square steel tube is cast in concrete structured beam, and its other end welds with oblique pull column；
The square steel tube is provided with two, and two square steel pipe surfaces are equipped with fluororine-carbon coating.
The beneficial effects of the invention are as follows：A kind of glass curtain wall monorail hoisting structure is provided, compared suitable for architectural appearance
Founder, agent structure surrounding road is obstructed, and each facade can not reach the construction area of specified location.And can solve cell board
Block horizontal transport problem in the field around agent structure, so as to improve the efficiency of management, save the duration.
Brief description of the drawings
Fig. 1 is a kind of structural representation of glass curtain wall monorail hoisting structure of the present invention；
The mark of each part is as follows in accompanying drawing：1st, horizontal gird；2nd, vertical column；3rd, oblique pull column；4th, draining board；5th, concrete
Structural beams；6th, crane；7th, guide rail I-steel；8th, square steel tube.
Embodiment
Presently preferred embodiments of the present invention is described in detail below in conjunction with the accompanying drawings, so that advantages and features of the invention energy
It is easier to be readily appreciated by one skilled in the art, apparent is clearly defined so as to be made to protection scope of the present invention.
Accompanying drawing 1 is referred to, the embodiment of the present invention includes：
A kind of glass curtain wall monorail hoisting structure, including horizontal gird 1, vertical column 2, oblique pull column 3, draining board 4, coagulation
Soil structure beam 5 and crane 6；One end of the vertical column 2 is cast in concrete structured beam 5, and its other end supports vertically
The horizontal gird 1；The oblique pull column 3 is also associated with the concrete structured beam 5；The upper end of the oblique pull column 3 with
Horizontal gird 1 is connected；Guide rail I-steel 7 is provided with the termination of the horizontal gird 1；The crane 6 is located at concrete structure
The side of beam 5；The draining board 4 is also associated with the horizontal gird 1；One end of the draining board 4 is covered in guide rail I-shaped
The top of steel 7, its other end are connected on the vertical column 2, and the draining board 4 is easily installed, and can be in sleety weather
The middle rainwater by the top of guide rail I-steel 7 is oriented to vertical column 2, has ensured lifting stability, while also maintain equipment.It is described
Horizontal gird 1 is vertical with vertical column 2 to be fixed；The oblique pull column 3 and the vertical keeping parallelism position relationship of column 2；It is described oblique
The lower end of column 3 is drawn to be connected to by square steel tube 8 in concrete structured beam 5.One end of the square steel tube 8 is cast in concrete knot
In structure beam 5, its other end welds with oblique pull column 3；The square steel tube 8 is provided with two, and two surfaces of square steel tube 8 are equipped with fluorine carbon
Coating.The use of the glass curtain wall monorail hoisting structure can also choose section steel beam in the lifting floor of building external facade,
Liang Xiakou install I-steel single-beam circular orbit, hang electric block in orbit, with solve unit plate vertical-lift and
Move horizontally, meet unit plate lifting construction.And it is more upright to architectural appearance, agent structure surrounding road is obstructed, often
The construction area that individual facade can not reach specified location is particularly suitable, and it can solve unit plate in the field around agent structure
Horizontal transport problem, so as to improve the efficiency of management, save the duration.
Embodiments of the invention are the foregoing is only, are not intended to limit the scope of the invention, it is every to utilize this hair
The equivalent structure or equivalent flow conversion that bright description is made, or directly or indirectly it is used in other related technology necks
Domain, it is included within the scope of the present invention.
Claims (3)
- A kind of 1. glass curtain wall monorail hoisting structure, it is characterised in that：Including horizontal gird, vertical column, oblique pull column, let out Water plate, concrete structured beam and crane；One end of the vertical column is cast in concrete structured beam, and its other end is vertical Support the horizontal gird；The oblique pull column is also associated with the concrete structured beam；The upper end of the oblique pull column with Horizontal gird is connected；Guide rail I-steel is provided with the termination of the horizontal gird；The crane is located at concrete structured beam Side；The draining board is also associated with the horizontal gird；One end of the draining board is covered in the top of guide rail I-steel, Its other end is connected on the vertical column.
- A kind of 2. glass curtain wall monorail hoisting structure according to claim 1, it is characterised in that：The horizontal gird with Vertical uprights vertical is fixed；The oblique pull column and vertical column keeping parallelism position relationship；The lower end of the oblique pull column leads to Square steel tube is crossed to be connected in concrete structured beam.
- A kind of 3. glass curtain wall monorail hoisting structure according to claim 2, it is characterised in that：The one of the square steel tube End is cast in concrete structured beam, and its other end welds with oblique pull column；The square steel tube is provided with two, two square steel tube tables Face is equipped with fluororine-carbon coating.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201710880527.1A CN107675892A (en) | 2017-09-26 | 2017-09-26 | A kind of glass curtain wall monorail hoisting structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201710880527.1A CN107675892A (en) | 2017-09-26 | 2017-09-26 | A kind of glass curtain wall monorail hoisting structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN107675892A true CN107675892A (en) | 2018-02-09 |
Family
ID=61137207
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201710880527.1A Pending CN107675892A (en) | 2017-09-26 | 2017-09-26 | A kind of glass curtain wall monorail hoisting structure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN107675892A (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108843003A (en) * | 2018-07-15 | 2018-11-20 | 李华梅 | A kind of skyscraper ambetti automatic installation apparatus |
| CN113502959A (en) * | 2021-07-07 | 2021-10-15 | 浙江东南网架股份有限公司 | Construction method for structural steel part-wrapped concrete structure with embedded curtain wall stand column |
Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN201605110U (en) * | 2010-01-07 | 2010-10-13 | 中交第二公路工程局有限公司 | Device for hoisting waveform steel webs at the front end of truss in cantilever construction |
| CN103526949A (en) * | 2013-10-23 | 2014-01-22 | 广州建筑股份有限公司 | Lifting and slipping device for wall-attached vertical structure and construction method thereof |
| JP2016108120A (en) * | 2014-12-08 | 2016-06-20 | 三井住友建設株式会社 | Floor climbing-type tower crane and construction method for building |
| CN205908031U (en) * | 2016-08-03 | 2017-01-25 | 浙江南方装饰工程有限公司 | A rail mounted lifting device for high -rise building curtain wall construction |
| CN207484991U (en) * | 2017-09-26 | 2018-06-12 | 苏州金螳螂幕墙有限公司 | A kind of glass curtain wall monorail hoisting structure |
-
2017
- 2017-09-26 CN CN201710880527.1A patent/CN107675892A/en active Pending
Patent Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN201605110U (en) * | 2010-01-07 | 2010-10-13 | 中交第二公路工程局有限公司 | Device for hoisting waveform steel webs at the front end of truss in cantilever construction |
| CN103526949A (en) * | 2013-10-23 | 2014-01-22 | 广州建筑股份有限公司 | Lifting and slipping device for wall-attached vertical structure and construction method thereof |
| JP2016108120A (en) * | 2014-12-08 | 2016-06-20 | 三井住友建設株式会社 | Floor climbing-type tower crane and construction method for building |
| CN205908031U (en) * | 2016-08-03 | 2017-01-25 | 浙江南方装饰工程有限公司 | A rail mounted lifting device for high -rise building curtain wall construction |
| CN207484991U (en) * | 2017-09-26 | 2018-06-12 | 苏州金螳螂幕墙有限公司 | A kind of glass curtain wall monorail hoisting structure |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108843003A (en) * | 2018-07-15 | 2018-11-20 | 李华梅 | A kind of skyscraper ambetti automatic installation apparatus |
| CN113502959A (en) * | 2021-07-07 | 2021-10-15 | 浙江东南网架股份有限公司 | Construction method for structural steel part-wrapped concrete structure with embedded curtain wall stand column |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN213329955U (en) | Flower basket diagonal rod type overhanging scaffold | |
| CN203334664U (en) | Ultra-long cantilever truss structure high formwork supporting system | |
| CN213418441U (en) | Safety protection and operation platform for light production well | |
| CN205367454U (en) | Large -size formwork hoisting machine constructs | |
| CN107675892A (en) | A kind of glass curtain wall monorail hoisting structure | |
| CN202689517U (en) | Suspension type electric hanging basket support frame | |
| CN205955160U (en) | Antiskid lattice formula elevartor shaft removes operation platform | |
| CN207484991U (en) | A kind of glass curtain wall monorail hoisting structure | |
| CN206636168U (en) | Overhanging type scaffold system | |
| CN108675170A (en) | Roofing monorail crane and its construction method | |
| CN208732486U (en) | Roofing monorail crane | |
| CN203947754U (en) | Elevator shaft tool-type operating platform | |
| CN205575534U (en) | Lattice formula groined type support body lifting means | |
| CN201762664U (en) | Bracket for mounting guardrail templates in bridge building | |
| CN214942249U (en) | Novel indoor wall construction device | |
| CN215167862U (en) | Be used in no counter weight hanging flower basket of parapet | |
| CN201502170U (en) | Horizontal supporting device of building external frame | |
| CN203531413U (en) | Auxiliary structure hoisting whole steel structure wire frame | |
| CN204198306U (en) | A kind of device for purlin lifting in building operation | |
| CN203755677U (en) | Lower suspension hoisting type hoisting device for reinforced concrete floor construction | |
| CN103225390B (en) | Hollow facade pulley guide attached-type lifting scaffold | |
| CN208684250U (en) | One kind being based on the quick detachable boom hoisting of major structure of construction | |
| CN209179519U (en) | Hang the truss splicing steel construction moulding bed of auxiliary installation in a kind of gymnasium top | |
| CN110748140A (en) | Track beam hanging basket special for stepped curtain wall | |
| CN219652563U (en) | Elevator well protection and material lifting 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: 20180209 |