CN206220461U - A kind of packaged type I-steel hoistway operation platform - Google Patents
A kind of packaged type I-steel hoistway operation platform Download PDFInfo
- Publication number
- CN206220461U CN206220461U CN201621252710.4U CN201621252710U CN206220461U CN 206220461 U CN206220461 U CN 206220461U CN 201621252710 U CN201621252710 U CN 201621252710U CN 206220461 U CN206220461 U CN 206220461U
- Authority
- CN
- China
- Prior art keywords
- skeleton
- derrick
- steel
- rectangular frame
- cant beam
- 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.)
- Expired - Fee Related
Links
- 229910000831 Steel Inorganic materials 0.000 title claims abstract description 31
- 239000010959 steel Substances 0.000 title claims abstract description 31
- 238000010276 construction Methods 0.000 claims abstract description 15
- 125000006850 spacer group Chemical group 0.000 claims abstract description 13
- 239000000725 suspension Substances 0.000 description 3
- 238000010586 diagram Methods 0.000 description 2
- 238000005516 engineering process Methods 0.000 description 2
- 230000008595 infiltration Effects 0.000 description 2
- 238000001764 infiltration Methods 0.000 description 2
- 230000003014 reinforcing effect Effects 0.000 description 2
- 238000009435 building construction Methods 0.000 description 1
- 230000007812 deficiency Effects 0.000 description 1
- 230000005611 electricity Effects 0.000 description 1
- 238000009415 formwork Methods 0.000 description 1
- 238000009434 installation Methods 0.000 description 1
- 239000000463 material Substances 0.000 description 1
- 238000000034 method Methods 0.000 description 1
- 238000009433 steel framing Methods 0.000 description 1
- 230000009466 transformation Effects 0.000 description 1
Landscapes
- Lift-Guide Devices, And Elevator Ropes And Cables (AREA)
Abstract
The utility model discloses a kind of packaged type I-steel hoistway operation platform, it includes the operating platform skeleton being made up of skeleton landing beam (4), derrick (5) and skeleton cant beam (1), skeleton landing beam (4) is steel construction rectangular frame, and two derricks (5) are arranged at the two ends bottom of the rectangular frame wherein a line；Skeleton cant beam (1) couples together the bottom of derrick (5) with the two ends bottom of another a line relative with the side where derrick (5) on rectangular frame, rectangular frame two other side is constituted triangle mount structure with a derrick (5) and skeleton cant beam (1) respectively；Spacer bar (2) is provided with skeleton landing beam (4).The utility model can increase the stability of hoistway operation support body by being welded with spacer bar in the plane of I-steel hoistway operation platform, ensure the security of the support body during liter is hung.The utility model can solve the problem punched in elevator shear wall position non-structural in construction in the past.
Description
Technical field
The utility model is related to technical field of building construction, and in particular to a kind of packaged type I-steel hoistway operation is put down
Platform.
Background technology
The traditional elevator crosshead of construction sets up behaviour using shelve that brigade steel sets up derrick by certain altitude level
Make platform.Human and material resources that this traditional way puts into during management, financial resources are relatively more, and construction finishes rear I-shaped
The hole of steel is difficult to block closely knit, easy generation infiltration damage elevator hidden danger.With developing rapidly for Building Trade in China, building is applied
Work technology is maked rapid progress, and real estate unit is such as still put to the antiseep processing requirement more and more higher of unit in charge of construction using traditional
Put I-steel do derrick operating platform construction method cannot prevent at all elevator shear wall end hole infiltration hidden danger.To understand
Certainly this problem, it would be highly desirable to find out a kind of safe and reliable, easy construction hoistway operation frame and set up platform.This will be to building item
Mesh hoistway operation frame punches on shear wall and causes structure stress to weaken and elevator non-structural hole seepage problem and whole
Duration is significant.
Utility model content
The purpose of this utility model is to provide a kind of packaged type I-steel hoistway operation platform, can be solved in the past
The problem punched in elevator shear wall position non-structural in construction, and can effectively increase well by increasing spacer bar
The stability of frame and the security of construction is can ensure that, to overcome the deficiencies in the prior art.
The technical solution of the utility model is as follows：
A kind of packaged type I-steel hoistway operation platform, it is included by skeleton landing beam, derrick and skeleton cant beam structure
Into operating platform skeleton, wherein, skeleton landing beam is steel construction rectangular frame, and two derricks are arranged at the rectangular frame wherein
The two ends bottom of a line, and two derricks are vertical with this edge of rectangular frame；Skeleton cant beam is by the bottom of derrick and rectangle
The two ends bottom of the another a line relative with the side where derrick couples together on framework, makes rectangular frame two other side point
Triangle mount structure is not constituted with a derrick and skeleton cant beam；Spacer bar is provided with skeleton landing beam.
The skeleton cant beam is fixed on elevator collar tie beam by I-steel beam-ends fixing card.
Diagonal brace is additionally provided with the triangle mount structure being made up of a line of derrick, skeleton cant beam and skeleton landing beam, should
One end of diagonal brace is located at derrick and skeleton landing beam junction, and the other end is located at the middle part of skeleton cant beam.
The utility model can be effectively increased electricity by being welded with spacer bar in the plane of I-steel hoistway operation platform
Stair shaft operates the stability of support body, ensures the security of the support body during liter is hung.The utility model can solve construction in the past
In the problem that is punched in elevator shear wall position non-structural.
Brief description of the drawings
Fig. 1 is dimensional structure diagram of the present utility model；
Fig. 2 is side structure schematic diagram of the present utility model.
Mark in accompanying drawing for：1- skeleton cant beams, 2- spacer bars, 3- hoistway operation steel pipe frames, 4- skeleton landing beams,
5- derricks, 6- elevator collar tie beams, 7- I-steel beam-ends fixing cards, 8- reinforcing bar anchor rings, 9- diagonal braces.
Specific embodiment
The utility model is described in further detail with reference to the accompanying drawings and examples.
Embodiment 1：
As depicted in figs. 1 and 2, this packaged type I-steel hoistway operation platform of the present utility model, it include by
The operating platform skeleton that skeleton landing beam 4, derrick 5 and skeleton cant beam 1 are constituted, wherein, skeleton landing beam 4 is steel construction rectangle frame
Frame, two derricks 5 are arranged at the two ends bottom of the rectangular frame wherein a line, and two derricks 5 and rectangular frame this
Side is vertical；Skeleton cant beam 1 is by the two ends of the bottom of derrick 5 and another a line relative with the side where derrick 5 on rectangular frame
Bottom couples together, and rectangular frame two other side is constituted triangle mount structure with a derrick 5 and skeleton cant beam 1 respectively；
Spacer bar 2 is provided with skeleton landing beam 4.The spacer bar 2 of hoistway operation frame is distributed in the front of skeleton landing beam 4, will
It is inserted directly at spacer bar 2 along the spacing of spacer bar 2 on hoistway operation steel pipe frame 3, the spacing of spacer bar 2 arrangement well
Bar is erected, meanwhile, the scaffolding height of derrick 5 is high from level to level.
In Fig. 2, skeleton cant beam 1 is fixed on elevator collar tie beam 6 by I-steel beam-ends fixing card 7.In addition, by derrick
5th, diagonal brace 9 is additionally provided with the triangle mount structure that a line of skeleton cant beam 1 and skeleton landing beam 4 is constituted, one end position of the diagonal brace 9
In derrick 5 and the junction of skeleton landing beam 4, the other end is located at the middle part of skeleton cant beam 1.
The main structure design size according to elevator of the utility model, an elevator well frame formwork is welded using I-steel
Operating platform；Specific construction step is as follows：
Step one, I-steel blanking；Two structure headroom sizes and floor height according to elevator calculate the consumption of I-steel
And the cutting length of component；
The connection of step 2, I-steel；After each component blanking is completed, splicing installation is carried out to component；
Step 3, the design vertical rod spacing according to elevator well frame, weld spacer bar 2 and suspension ring in I-shaped steel platform；
When step 4, elevator shaft structure are constructed, one end of I-steel is fixed on the elevator shaft structure constructed and completed M layers
Liang Shang, the other end is fixed on the M+1 of completion of having constructed layers of elevator collar tie beam 6, with main structure construction, by pre-buried
Suspension ring are lifted up with tower crane.
Preferably, in step 3 spacer bar 2 a diameter of 25mm, extension elongation be 150mm~250mm, suspension ring reinforcing bar
A diameter of A20.Full weld, throat thickness is answered to be not less than 8mm in each component of structure-steel framing in step 2.
Certainly, it is more than concrete application example of the present utility model, the utility model also has other implementation methods, all
The technical scheme formed using equivalent or equivalent transformation, is all fallen within the protection domain required by the utility model.
Claims (3)
1. a kind of packaged type I-steel hoistway operation platform, it is characterised in that：It is included by skeleton landing beam (4), derrick
(5) and skeleton cant beam (1) constitute operating platform skeleton, wherein, skeleton landing beam (4) is steel construction rectangular frame, Liang Tiaojing
Frame (5) is arranged at the two ends bottom of the rectangular frame wherein a line, and two derricks (5) are hung down with this edge of rectangular frame
Directly；Skeleton cant beam (1) is by the bottom of derrick (5) and the two of another a line relative with the side where derrick (5) on rectangular frame
End bottom couples together, and rectangular frame two other side is constituted triangle frame with a derrick (5) and skeleton cant beam (1) respectively
Structure；Spacer bar (2) is provided with skeleton landing beam (4).
2. packaged type I-steel hoistway operation platform according to claim 1, it is characterised in that：The skeleton cant beam
(1) it is fixed on elevator collar tie beam (6) by I-steel beam-ends fixing card (7).
3. packaged type I-steel hoistway operation platform according to claim 1, it is characterised in that：By derrick (5),
Diagonal brace (9) is additionally provided with the triangle mount structure that a line of skeleton cant beam (1) and skeleton landing beam (4) is constituted, the diagonal brace (9)
One end is located at derrick (5) and skeleton landing beam (4) junction, and the other end is located at the middle part of skeleton cant beam (1).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201621252710.4U CN206220461U (en) | 2016-11-22 | 2016-11-22 | A kind of packaged type I-steel hoistway operation platform |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201621252710.4U CN206220461U (en) | 2016-11-22 | 2016-11-22 | A kind of packaged type I-steel hoistway operation platform |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN206220461U true CN206220461U (en) | 2017-06-06 |
Family
ID=58790801
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201621252710.4U Expired - Fee Related CN206220461U (en) | 2016-11-22 | 2016-11-22 | A kind of packaged type I-steel hoistway operation platform |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN206220461U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107975225A (en) * | 2017-12-30 | 2018-05-01 | 中建四局第五建筑工程有限公司 | A kind of elevator well crosshead and its construction technology |
| CN112727230A (en) * | 2020-12-25 | 2021-04-30 | 上海二十冶建设有限公司 | Method for repairing wall surface of towering brick chimney |
-
2016
- 2016-11-22 CN CN201621252710.4U patent/CN206220461U/en not_active Expired - Fee Related
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107975225A (en) * | 2017-12-30 | 2018-05-01 | 中建四局第五建筑工程有限公司 | A kind of elevator well crosshead and its construction technology |
| CN112727230A (en) * | 2020-12-25 | 2021-04-30 | 上海二十冶建设有限公司 | Method for repairing wall surface of towering brick chimney |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN104389419B (en) | Encorbelment and prop up mould structure for mounting platform and a constructional method | |
| CN103643800B (en) | The erection & lift system of buckling-restrained bracing member and construction method thereof | |
| CN104310165A (en) | Guide rail type adhesion construction lifter and construction method thereof | |
| CN103206074A (en) | Elevator shaft template construction method, platform and support | |
| CN105442839A (en) | Erecting method of cantilever structure formwork bent | |
| CN206220461U (en) | A kind of packaged type I-steel hoistway operation platform | |
| CN206722368U (en) | One kind is used to protect frame system outside the working regularization of assembled architecture | |
| CN202785351U (en) | Tower cranes attached operating platform | |
| CN202945798U (en) | Overhanging type scaffold corner device | |
| CN109183831B (en) | Become the multistage load stake of stake diameter string hole and its construction method | |
| CN204282803U (en) | To encorbelment formwork structure for mounting platform | |
| CN203475801U (en) | Telescopic steel platform for elevator shaft | |
| CN205975659U (en) | Tower crane steel structure foundation | |
| CN208235587U (en) | A kind of large-span deep foundation pit underground power house rack assembling construction platform | |
| CN104499706A (en) | Elevator well template platform and construction method thereof | |
| CN203654754U (en) | Double-layered overhanging type discharging platform | |
| CN206784891U (en) | A kind of prefabricated hoistway operation platform | |
| CN206220534U (en) | The pump line support meanss of concrete pumping equipment | |
| CN105464215A (en) | Reverse construction method construction method of hanging structure incapable of being provided with vertical temporary support | |
| CN108951643A (en) | The big region support replacement construction method of Super High deep basal pit basement Core Walls Structure large span | |
| CN205134921U (en) | Building outer wall concrete constructional column hangs construction platform | |
| CN212428008U (en) | Lower supporting type overhanging scaffold construction device | |
| CN204225503U (en) | Large span steel truss high altitude bulk conversion beam moulding bed | |
| CN103485350B (en) | The method of attachment of the steel supporting system raised and the collar tie beam that bears down on one | |
| CN203320922U (en) | Supporting device for forming of elevator shaft template |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20170606 |
|
| CF01 | Termination of patent right due to non-payment of annual fee |