CN106703388A - Construction scaffold platform erected in super-high-layer building elevator shaft - Google Patents
Construction scaffold platform erected in super-high-layer building elevator shaft Download PDFInfo
- Publication number
- CN106703388A CN106703388A CN201710026451.6A CN201710026451A CN106703388A CN 106703388 A CN106703388 A CN 106703388A CN 201710026451 A CN201710026451 A CN 201710026451A CN 106703388 A CN106703388 A CN 106703388A
- Authority
- CN
- China
- Prior art keywords
- steel
- steel frame
- pin hand
- frame pipe
- scaffold
- 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
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
- E04G3/00—Scaffolds essentially supported by building constructions, e.g. adjustable in height
- E04G3/24—Scaffolds essentially supported by building constructions, e.g. adjustable in height specially adapted for particular parts of buildings or for buildings of particular shape, e.g. chimney stacks or pylons
- E04G3/246—Scaffolds essentially supported by building constructions, e.g. adjustable in height specially adapted for particular parts of buildings or for buildings of particular shape, e.g. chimney stacks or pylons following the inside contour of a building
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Mechanical Engineering (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Types And Forms Of Lifts (AREA)
Abstract
The invention discloses a construction scaffold platform erected in a super-high-layer building elevator shaft. The construction scaffold platform comprises two i-beams aslant erected at an elevator shaft door opening and a scaffold work platform of which the lower end is connected to the i-beams; one end of each i-beam is provided with a concave opening, the concave opening is embedded in the elevator shaft door opening, the other end of each i-beam is provided with a slant surface, and the slant surface is supported on a shear force wall of the elevator shaft wellbore; the scaffold work platform comprises transverse scaffold steel pipes arranged at the upper and lower ends of the two i-beams respectively, longitudinal scaffold steel pipes connected to the two ends of transverse scaffold steel pipes at the upper end and the lower end, multiple transverse rods connected to the longitudinal scaffold steel pipes and located above the i-beams, and jump plates paved on the transverse rods. The construction scaffold platform erected in the super-high-layer building elevator shaft can be erected by directly utilizing the elevator shaft door opening, and there is no need to specially preserve a door opening; the structure is simple, the erection pattern is simple, manpower is saved, the construction speed is fast, and revolving materials are saved; the construction platform can be arranged flexibly according to construction requirements, the work efficiency is improved, the structure is reliable, and the safety is high.
Description
Technical field
The invention belongs to construction equipment field, and in particular to a kind of construction ridden upon in high-rise building elevator
The landing stage of scaffold.
Background technology
General high-rise building elevator workbench uses console mode scaffold.Because building height is higher, segmentation is needed
Set up, each segmentation bottom need to be stayed on the shear wall on both sides and set reserved opening, penetrate I-steel, then travel far and wide I-steel is enterprising
The erection construction of hand cradle.
Reserved opening is set disadvantage is that being stayed on the shear wall on both sides using this kind of mode, so makes to set up pin hand
Frame becomes complicated, installs also inconvenient, and waste of manpower, material.
The content of the invention
It is an object of the invention to provide a kind of construction scaffolding platform ridden upon in high-rise building elevator, mainly
Solve existing scaffold building process complicated, and waste of manpower, the problem of material.The present invention changes traditional approach, in elevator
Jing Mendongchu is inclined and is set up I-steel as scaffold work platform base, and scaffold is fixed on into I-steel in a particular manner
On, operation platform in the elevator of 3-4 floor height can be set up.
To achieve these goals, the technical solution adopted by the present invention is as follows：
A kind of construction scaffolding platform ridden upon in high-rise building elevator, including two inclinations are erected on elevator
I-steel at door opening, the scaffold work platform that lower end is connected with I-steel；The I-steel one end is provided with recess and embeds
At elevator door opening, the other end is provided with inclined-plane and props up on elevator shaft shear wall；The scaffold work platform includes
Two horizontal pin hand steel frame pipes of I-steel upper and lower ends are respectively arranged on, and are connected with the two ends of upper and lower ends transverse direction pin hand steel frame pipe
The vertical pin hand steel frame pipe for connecing, and many cross bars being connected with vertical pin hand steel frame pipe and above I-steel, and paving
Springboard on cross bar.
Specifically, two I-steel are parallel to each other, and two I-steel are horizontal by 45 ° of -55 ° of angles.
Further, two I-steel upper and lower ends are respectively equipped with two horizontal pin hand steel frame pipes, wherein a position
In two tops of I-steel, another is located at two lower sections of I-steel.
Further, two of two I-steel upper ends horizontal pin hand steel frame pipes are parallel to each other and are pasted with I-steel
Tightly, and it is maintained in same perpendicular；Two of two I-steel lower ends horizontal pin hand steel frame pipes be parallel to each other and with
I-steel is adjacent to, and is maintained in same perpendicular.
Specifically, the vertical pin hand steel frame pipe is connected with horizontal pin hand steel frame pipe by cruciform fastening for falsework.
In order to structure is more stablized, the vertical pin hand steel frame pipe is located at the outside of I-steel.
Yet further, the vertical pin hand steel frame pipe includes many steel pipes that upward spreading is docked by word deduction part.
In addition, stiffleg hand steel frame pipe, stiffleg hand steel are set up in the inner side of two I-steel along its incline direction
Frame pipe is connected firmly by cruciform fastening for falsework with two horizontal pin hand steel frame pipes being located at below I-steel, and is leaned on to I-steel direction
Tightly.
Compared with prior art, the invention has the advantages that：
(1) present invention directly can be set up using elevator shaft door opening, and reserved opening is set without special.
(2) simple structure of the present invention, sets up mode simply, easy for installation, saves artificial.
(3) present invention can scaffolding height be three to four layers, 4-6 step framves, speed of application is fast, saves circulation material.
(4) present invention can flexibly set operation platform according to construction requirement, meet construction requirement, improve operating efficiency.
(5) scaffolding height of the present invention is low by about 1/2 with respect to console mode scaffold elevator workbench, structure reliability, safety
Property is high.
Brief description of the drawings
Fig. 1 is the structural representation of the present invention-embodiment.
Wherein, the title corresponding to reference：
1- elevators, 2- I-steel, 3- transverse direction pin hand steel frame pipes, the vertical pin hand steel frame pipes of 4-, 5- cross bars, 6- constructions are flat
Platform, 7- stiffleg hand steel frame pipes.
Specific embodiment
With reference to embodiment and accompanying drawing, the invention will be further described, and embodiments of the present invention are included but is not limited to
The following example.
Embodiment
As shown in figure 1, a kind of construction scaffolding platform ridden upon in high-rise building elevator, including two mutually flat
Capable and inclination is erected on the I-steel 2 at the door opening of elevator 1, the scaffold work platform with I-steel 2 as base, the scaffold
The lower end of workbench is connected with I-steel, and upper end upwardly extends.
One end of I-steel 2 processes recess, is embedded at elevator door opening, and the other end is processed into inclined-plane, and branch is located at electricity
On stair shaft cylinder shear wall, and with the horizontal about 45 ° -55 ° of angle.
In the present embodiment, I-steel uses 18# I-steel.
In the present embodiment, scaffold work platform includes being respectively arranged on two the two of I-steel upper and lower ends horizontal pin
Hand steel frame pipe 3, respectively in two of top and bottom horizontal pin hand steel frame pipes 3 be located at the upper of two I-steel
Side, another is located at two lower sections of I-steel, and this two horizontal pin hand steel frame pipes 3 are parallel to each other and are adjacent to I-steel 2, and
And be maintained in same perpendicular.
In the present embodiment, scaffold work platform also includes four vertical pin hand steel frame pipes 4, this four vertical pin hand steel
Frame pipe 4 is fixedly connected by cruciform fastening for falsework with horizontal 3 sections of the pin hand steel frame pipe positioned at two outsides of I-steel 2 respectively, uses ten
Word fastener, can also dismantle at any time.Because the horizontal pin hand steel frame pipe 3 of the present embodiment has four, therefore, 4 vertical pin hand steel
Frame pipe 4 has 8 with the tie point of horizontal pin hand steel frame pipe 3, and cruciform fastening for falsework is used at each tie point, while being taken in actual
If during, vertical pin hand steel frame pipe 4 is drawn close to the direction of I-steel 2, makes its Stability Analysis of Structures firm.
Vertical pin hand steel frame pipe 4 includes many steel pipes that upward spreading is docked using word deduction part, is step with 1.5-1.8m
Away from setting up upwards.
Scaffold work platform also includes many cross bars 5 being connected with vertical pin hand steel frame pipe 4, and is layed on cross bar 5
Springboard, formed operation platform 6.Cross bar 5 and the cruciform fastening for falsework that is connected by of vertical pin hand steel frame pipe 4, conveniently dismantle.
In the present embodiment, stiffleg hand steel frame pipe 7 is set up in two inner sides of I-steel 2 along its incline direction, passes through
Cruciform fastening for falsework is connected firmly with two horizontal pin hand steel frame pipes 3 for being located at the lower section of I-steel 2, and is close to I-steel direction.
A kind of erection method of the construction scaffolding platform ridden upon in high-rise building elevator, comprises the following steps：
The first step, two 18# I-steel one ends are processed into recess, the other end is processed into inclined-plane, and one end is embedded in elevator
At Jing Men, other end branch is located at elevator shaft shear wall side, I-steel is about 45 ° -55 ° and two with the horizontal angle
Root I-steel is parallel to each other.
Second step, set a horizontal pin up and down respectively at shear wall about 500mm in two I-steel upper and lower ends levels
Hand steel frame pipe, upper and lower two horizontal pin hand steel frame pipes are adjacent to I-steel, and are maintained in same vertical plane.
3rd step, 4 vertical pin hand steel frame pipes are installed elevationally outward in two I-steel, with 4 horizontal pin hand steel frame pipes
It is connected firmly with cruciform fastening for falsework.
4th step, on the inside of two I-steel two stiffleg hand steel frame pipes are set up respectively along its incline direction, set with 2
Horizontal pin hand steel frame pipe below I-steel is connected firmly with cruciform fastening for falsework, and is close to I-steel direction.
5th step, four vertical pin hand steel frame pipes dock upward spreading using word deduction part, with 1.5-1.8m as step pitch to
On set up, relevant position set cross bar, completely spread springboard, be used as operation platform.
According to above-described embodiment, the present invention just can be well realized.What deserves to be explained is, before said structure design
Put, to solve same technical problem, even if some made in the present invention are used without substantial change or polishing
Technical scheme essence still as the present invention, therefore it should also be as within the scope of the present invention.
Claims (8)
1. a kind of construction scaffolding platform ridden upon in high-rise building elevator, it is characterised in that taken including two inclinations
I-steel at elevator door opening, the scaffold work platform that lower end is connected with I-steel；
The I-steel one end is provided with recess and is embedded at elevator door opening, and the other end is provided with inclined-plane and props up located at elevator shaft
On shear wall；
The scaffold work platform includes being respectively arranged on two horizontal pin hand steel frame pipes of I-steel upper and lower ends, and with it is upper and lower
The vertical pin hand steel frame pipe of the two ends connection of two ends transverse direction pin hand steel frame pipe, and many it is being connected with vertical pin hand steel frame pipe and
Cross bar above I-steel, and the springboard being layed on cross bar.
2. a kind of construction scaffolding platform ridden upon in high-rise building elevator according to claim 1, its feature
It is that two I-steel are parallel to each other, and two I-steel are horizontal by 45 ° of -55 ° of angles.
3. a kind of construction scaffolding platform ridden upon in high-rise building elevator according to claim 1, its feature
It is that two I-steel upper and lower ends are respectively equipped with two horizontal pin hand steel frame pipes, wherein one is located at two I-steel
Top, another lower sections for being located at two I-steel.
4. a kind of construction scaffolding platform ridden upon in high-rise building elevator according to claim 3, its feature
It is that two horizontal pin hand steel frame pipes of two I-steel upper ends are parallel to each other and are adjacent to I-steel, and are maintained at same
In one perpendicular；
The horizontal pin hand steel frame pipe of two of two I-steel lower ends is parallel to each other and is adjacent to I-steel, and is maintained at same
In perpendicular.
5. a kind of construction scaffolding platform ridden upon in high-rise building elevator according to claim 1, its feature
It is that the vertical pin hand steel frame pipe is connected with horizontal pin hand steel frame pipe by cruciform fastening for falsework.
6. a kind of construction scaffolding platform ridden upon in high-rise building elevator according to claim 1, its feature
It is that the vertical pin hand steel frame pipe is located at the outside of I-steel.
7. a kind of construction scaffolding platform ridden upon in high-rise building elevator according to claim 1, its feature
It is that the vertical pin hand steel frame pipe includes many steel pipes that upward spreading is docked by word deduction part.
8. a kind of construction scaffolding platform ridden upon in high-rise building elevator according to claim 3, its feature
It is that stiffleg hand steel frame pipe is set up in the inner side of two I-steel along its incline direction, and stiffleg hand steel frame pipe passes through
Cruciform fastening for falsework is connected firmly with two horizontal pin hand steel frame pipes being located at below I-steel.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201710026451.6A CN106703388A (en) | 2017-01-13 | 2017-01-13 | Construction scaffold platform erected in super-high-layer building elevator shaft |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201710026451.6A CN106703388A (en) | 2017-01-13 | 2017-01-13 | Construction scaffold platform erected in super-high-layer building elevator shaft |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN106703388A true CN106703388A (en) | 2017-05-24 |
Family
ID=58907405
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201710026451.6A Pending CN106703388A (en) | 2017-01-13 | 2017-01-13 | Construction scaffold platform erected in super-high-layer building elevator shaft |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN106703388A (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109763627A (en) * | 2019-03-13 | 2019-05-17 | 中国五冶集团有限公司 | A kind of construction of elevator shaft in high-rise building structure and construction method |
| CN114150855A (en) * | 2021-10-25 | 2022-03-08 | 日立电梯（中国）有限公司 | Overhanging type aluminum operation platform for elevator shaft |
Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US20100068005A1 (en) * | 2008-09-17 | 2010-03-18 | Wurth Steven P | Construction apparatus |
| CN204059906U (en) * | 2014-08-27 | 2014-12-31 | 五洋建设集团股份有限公司 | Elevator hoistways Integral lifting type steel scaffold |
| CN204754164U (en) * | 2015-06-17 | 2015-11-11 | 十九冶成都建设有限公司 | Elevartor shaft construction derrick |
| CN105155830A (en) * | 2015-09-11 | 2015-12-16 | 杭州江润科技有限公司 | Construction method for combined type fixed and integral lifting of elevator shaft stereotyped operation platform |
| CN205025074U (en) * | 2015-08-12 | 2016-02-10 | 上海绿地建设(集团)有限公司 | Elevator well steel bracing promotes double -deck scaffold operation platform of formula |
| CN206458067U (en) * | 2017-01-13 | 2017-09-01 | 中国五冶集团有限公司 | Operation platform in high-rise building elevator |
-
2017
- 2017-01-13 CN CN201710026451.6A patent/CN106703388A/en active Pending
Patent Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US20100068005A1 (en) * | 2008-09-17 | 2010-03-18 | Wurth Steven P | Construction apparatus |
| CN204059906U (en) * | 2014-08-27 | 2014-12-31 | 五洋建设集团股份有限公司 | Elevator hoistways Integral lifting type steel scaffold |
| CN204754164U (en) * | 2015-06-17 | 2015-11-11 | 十九冶成都建设有限公司 | Elevartor shaft construction derrick |
| CN205025074U (en) * | 2015-08-12 | 2016-02-10 | 上海绿地建设(集团)有限公司 | Elevator well steel bracing promotes double -deck scaffold operation platform of formula |
| CN105155830A (en) * | 2015-09-11 | 2015-12-16 | 杭州江润科技有限公司 | Construction method for combined type fixed and integral lifting of elevator shaft stereotyped operation platform |
| CN206458067U (en) * | 2017-01-13 | 2017-09-01 | 中国五冶集团有限公司 | Operation platform in high-rise building elevator |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109763627A (en) * | 2019-03-13 | 2019-05-17 | 中国五冶集团有限公司 | A kind of construction of elevator shaft in high-rise building structure and construction method |
| CN114150855A (en) * | 2021-10-25 | 2022-03-08 | 日立电梯（中国）有限公司 | Overhanging type aluminum operation platform for elevator shaft |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN105735141B (en) | A kind of box beam side form slide device and its construction method | |
| CN105952474A (en) | Rapid construction method for primary support of confined concrete of large-section tunnel | |
| CN201148730Y (en) | Super large diameter cylindrical silo hydraulic slip mold construction operating platform | |
| CN101839029B (en) | Method for opening holes on self-balancing load bearing wall | |
| CN102587659A (en) | Construction method for using concrete columns to support structures on both sides of post-pouring strip | |
| CN105780925A (en) | Truss-hanging combined system installation construction method | |
| CN106638299A (en) | Multifunctional operation platform and construction method | |
| CN106522997A (en) | Construction trolley for lagging jack in tunnel and underground construction and construction method | |
| CN108252504A (en) | Tube shear wall concrete structure large form hoisting type construction method and constructing device | |
| CN104234447B (en) | Deep foundation ditch tool-type hangs stair | |
| CN106703388A (en) | Construction scaffold platform erected in super-high-layer building elevator shaft | |
| CN205636503U (en) | Case beam side displacement device | |
| CN105019645B (en) | Fetch earth in contrary sequence method and the template system and construction method of xoncrete structure are built at mouth | |
| CN108560895A (en) | A kind of adjustable type elevator shaft operating platform and its erection method | |
| CN206458067U (en) | Operation platform in high-rise building elevator | |
| CN209082534U (en) | Hanging operating platform sets up device in a kind of more piece open caisson | |
| CN210140771U (en) | Construction work platform hoisting frame of high mound of bridge | |
| CN105274997B (en) | Muscle formula bracket and the method for pushing up road steel pipe support and top board using bracket construction | |
| CN110820530A (en) | Concrete trestle and foundation pit connecting node structure and construction method thereof | |
| CN107299596B (en) | Concrete support trestle plate lower supporting beam template system and construction method thereof | |
| CN105971117A (en) | Pseudo-classic architecture steel-frame structure with box type cross-section girders | |
| CN206220534U (en) | The pump line support meanss of concrete pumping equipment | |
| CN102605945B (en) | Manufacturing method of big wood formwork | |
| RU2625064C1 (en) | Method of two-lane tunnel construction | |
| CN104831928A (en) | Construction method for high-altitude large-span concrete connected structure formwork supporting steel platform |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| PB01 | Publication | ||
| PB01 | Publication | ||
| SE01 | Entry into force of request for substantive examination | ||
| RJ01 | Rejection of invention patent application after publication | ||
| RJ01 | Rejection of invention patent application after publication |
Application publication date: 20170524 |