CN103991773A - Design and installation method of assembly-type modularized steel structure elevator shaft - Google Patents
Design and installation method of assembly-type modularized steel structure elevator shaft Download PDFInfo
- Publication number
- CN103991773A CN103991773A CN201410232631.6A CN201410232631A CN103991773A CN 103991773 A CN103991773 A CN 103991773A CN 201410232631 A CN201410232631 A CN 201410232631A CN 103991773 A CN103991773 A CN 103991773A
- Authority
- CN
- China
- Prior art keywords
- steel
- framework
- channel
- section
- nose girder
- 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
Abstract
The invention relates to a design and installation method of an assembly-type modularized steel structure elevator shaft. The elevator shaft comprises a shaft body and a foundation base. The shaft body comprises a plurality of frames and U-steel guide beams used for connecting the adjacent frames. The foundation base is composed of side plates and a bottom plate. Each frame comprises vertically arranged steel columns and transversely arranged steel beams. The U-steel guide beams are connected and fixed to the upper ends and the lower ends of the frames through connecting plates and bolts, every two adjacent frames are connected and fixed by the U-steel guide beams at the lower end of the upper frame and the U-steel guide beams at the upper end of the lower frame through bolts, and the stretch-out ends of the U-steel guide beams and the stretch-out ends of the steel beams are fixedly connected with a house. According to the design and installation method of the assembly-type modularized steel structure elevator shaft, every two adjacent frames are connected through the U-steel guide beams so as to form the shaft, the bottom end of the shaft is then fixed to the foundation base, and thus the construction period for adding an elevator is greatly shortened and the elevator can be additionally arranged for an existing house while influences on normal life of residents are reduced to the maximum extent.
Description
Technical field
The present invention relates to a kind of design and installation method of build-up type modularization steel structure lift shaft.
Background technology
In recent years, along with improving constantly of life of urban resident level, people are more and more higher to the requirement of living environment, are embodied in and pursue comfortable living environment and traffic easily.Especially China has entered the aging population stage at present, and resident trip, in obtaining good land mass transportation facilities service, also wishes to obtain vertical transportation instrument more easily.But, due to the historical reason such as economy and law, be built in the 80s and 90s in last century much higher than the not lift-mounting of house of 7 layers.Along with the arrival of aging society, existing house is set up elevator problem and is more and more caused the concern of the common people's (especially living in the middle and old age residents in walk-up building), becomes a social concern urgently to be resolved hurrily.It is mainly to adopt the brick mix structure of site operation and steel structure as elevator hoistways that traditional existing house is set up elevator, lift-mounting equipment again after civil engineering.Traditional elevator installs method additional and disturbs resident's normal life due to long construction period (generally needing 3-6 month, even longer), destroys cell environment, even also can bring potential safety hazard to resident.How to shorten the construction period that installs elevator additional, MIN reduction is on setting up elevator in the situation of resident's normal life impact existing house, and developing fabricated modularization steel structure lift shaft becomes crucial problem.
Summary of the invention
The technical problem to be solved in the present invention is: for solving the problem of above-mentioned existence, a kind of design and installation method of build-up type modularization steel structure lift shaft are provided, solve conventional lift and install long construction period additional, disturb residents, affect environment and the problem of potential safety hazard easily occurs.
The technical solution adopted for the present invention to solve the technical problems is: a kind of build-up type modularization steel structure lift shaft, comprise hoistway body and sole plate, hoistway body is steel-frame structure hoistway body, hoistway body comprises that several frameworks form with the channel-section steel nose girder for being connected adjacent framework, described sole plate is made up of side plate and base plate, side plate bottom surface and bed bolt are connected and fixed, framework comprises the girder steel of vertically disposed steel column and horizontally set, steel column and girder steel are I-beam section, between steel column and girder steel by being welded and fixed, in channel-section steel nose girder and framework, lower end is connected and fixed by connecting panel bolt, between adjacent framework, be connected and fixed by the channel-section steel nose girder of epimere framework lower end and the channel-section steel nose girder bolt of hypomere framework upper end, channel-section steel nose girder is fixedly connected with house with girder steel external part.
Its installation method is as follows:
A: need now, on lift-mounting ground, sole plate is set;
B: framework is transported to behind camp site, is fixedly connected with section framework of the end with sole plate;
C: between adjacent framework, be provided with channel-section steel nose girder, channel-section steel nose girder bolt is connected on steel column, and at the channel-section steel nose girder edge of a wing of framework junction prepared screw-bolt hole;
D: each section of framework is above installed successively again, adjacent two sections of frameworks is connected firmly with bolt and connecting panel at reserved bolt hole place when connection;
E: again equipment and enclosed structure are installed after installation.
Further, in order to promote safety, channel-section steel nose girder one end is fixedly connected with elevator parking layer.
Further, for improving stability, section framework bottom surface, the end and sole plate upper surface are bolted to connection.
Further, in order to promote firmness, side plate and base plate all adopt precast concrete material
The invention has the beneficial effects as follows, thereby the design of build-up type modularization steel structure lift shaft of the present invention connects adjacent framework composition hoistway with installation method by channel-section steel nose girder, then hoistway bottom is fixed on sole plate, thereby greatly shorten the construction period that installs elevator additional, MIN reduction is on setting up elevator in the situation of resident's normal life impact existing house.
Brief description of the drawings
Below in conjunction with drawings and Examples, the present invention is further described.
Fig. 1 is structural representation of the present invention.
Fig. 2 is lateral plan of the present invention.
Fig. 3 is connection diagram of the present invention.
Fig. 4 is the structural representation of base of the present invention.
1. frameworks in figure, 2. channel-section steel nose girder, 3. steel column, 4. girder steel, 5. connecting panel.
Detailed description of the invention
In conjunction with the accompanying drawings, the present invention is further detailed explanation.These accompanying drawings are the schematic diagram of simplification, and basic structure of the present invention is only described in a schematic way, and therefore it only shows the formation relevant with the present invention.
As Fig. 1, Fig. 2, a kind of build-up type modularization steel structure lift shaft shown in Fig. 3 and Fig. 4, comprise hoistway body and sole plate, hoistway body is steel-frame structure hoistway body, hoistway body comprises that four frameworks 1 form with the channel-section steel nose girder 2 for being connected adjacent framework, sole plate 6 is made up of side plate 7 and base plate 8, side plate 7 bottom surfaces and base plate 8 bolts are connected and fixed, framework 1 comprises the girder steel 4 of vertically disposed steel column 3 and horizontally set, steel column 3 and girder steel 4 are I-beam section, between steel column 3 and girder steel 4 by being welded and fixed, in channel-section steel nose girder 2 and framework 1, lower end is connected and fixed by connecting panel 5 bolts, between adjacent framework, be connected and fixed by the channel-section steel nose girder of epimere framework lower end and the channel-section steel nose girder bolt of hypomere framework upper end, channel-section steel nose girder 2 is fixedly connected with house with girder steel 4 external parts.
Its installation method is as follows:
A: need now to arrange on lift-mounting ground sole plate 6;
B: framework 1 is transported to behind camp site, is fixedly connected with section framework 1 of the end with sole plate 6;
C: between adjacent framework, be provided with channel-section steel nose girder 2, channel-section steel nose girder 2 bolts are connected on steel column 3, and at channel-section steel nose girder 2 edge of a wing prepared screw-bolt holes of framework 1 junction;
D: each section of framework 1 is above installed successively again, adjacent two sections of frameworks is connected firmly with bolt and connecting panel 5 at reserved bolt hole place when connection;
E: again equipment and enclosed structure are installed after installation.
Further, in order to promote safety, channel-section steel nose girder 2 one end are fixedly connected with elevator parking layer, further, for improving stability, section framework 1 bottom surface, the end and sole plate 6 upper surfaces are bolted to connection, further, in order to promote firmness, side plate 7 and base plate 8 all adopt precast concrete material.Thereby the design of build-up type modularization steel structure lift shaft of the present invention connects adjacent framework composition hoistway with installation method by channel-section steel nose girder 2, then hoistway bottom is fixed on sole plate 6, thereby greatly shorten the construction period that installs elevator additional, MIN reduction is on setting up elevator in the situation of resident's normal life impact existing house.
Taking above-mentioned foundation desirable embodiment of the present invention as enlightenment, by above-mentioned description, relevant staff can, not departing from the scope of this invention technological thought, carry out various change and amendment completely.The technical scope of this invention is not limited to the content on specification sheets, must determine its technical scope according to claim scope.
Claims (5)
1. a build-up type modularization steel structure lift shaft, comprise hoistway body and sole plate, it is characterized in that: described hoistway body is steel-frame structure hoistway body, hoistway body comprises that several frameworks (1) form with the channel-section steel nose girder (2) for being connected adjacent framework, described sole plate (6) is made up of side plate (7) and base plate (8), described side plate (7) bottom surface and base plate (8) bolt are connected and fixed, described framework (1) comprises the girder steel (4) of vertically disposed steel column (3) and horizontally set, described steel column (3) and girder steel (4) are I-beam section, between steel column (3) and girder steel (4) by being welded and fixed, in described channel-section steel nose girder (2) and framework (1), lower end is connected and fixed by connecting panel (5) bolt, between described adjacent framework, be connected and fixed by the channel-section steel nose girder of epimere framework lower end and the channel-section steel nose girder bolt of hypomere framework upper end, described channel-section steel nose girder (2) is fixedly connected with house with girder steel (4) external part.
2. the installation method of build-up type modularization steel structure lift shaft according to claim 1, its installation method is as follows:
A: need now to arrange on lift-mounting ground sole plate (6);
B: framework (1) is transported to behind camp site, is fixedly connected with end section framework (1) with sole plate (6);
C: between adjacent framework, be provided with channel-section steel nose girder (2), channel-section steel nose girder (2) bolt be connected to steel column (3) upper, and at channel-section steel nose girder (2) edge of a wing of framework (1) junction prepared screw-bolt hole;
D: each section of framework (1) is above installed successively again, adjacent two sections of frameworks is connected firmly with bolt and connecting panel (5) at reserved bolt hole place when connection;
E: again equipment and enclosed structure are installed after installation.
3. build-up type modularization steel structure lift shaft according to claim 1, is characterized in that: described channel-section steel nose girder (2) one end is fixedly connected with elevator parking layer.
4. build-up type modularization steel structure lift shaft according to claim 2, is characterized in that: described section framework (1) bottom surface, the end and sole plate (6) upper surface are bolted to connection.
5. build-up type modularization steel structure lift shaft according to claim 1, is characterized in that: described side plate (7) and base plate (8) all adopt precast concrete material.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201410232631.6A CN103991773A (en) | 2014-05-28 | 2014-05-28 | Design and installation method of assembly-type modularized steel structure elevator shaft |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201410232631.6A CN103991773A (en) | 2014-05-28 | 2014-05-28 | Design and installation method of assembly-type modularized steel structure elevator shaft |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN103991773A true CN103991773A (en) | 2014-08-20 |
Family
ID=51306163
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201410232631.6A Pending CN103991773A (en) | 2014-05-28 | 2014-05-28 | Design and installation method of assembly-type modularized steel structure elevator shaft |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN103991773A (en) |
Cited By (13)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104627787A (en) * | 2015-01-12 | 2015-05-20 | 中兴建设有限公司 | Basement roof support-free elevator installation method |
| CN105195942A (en) * | 2015-09-30 | 2015-12-30 | 福建快科城建增设电梯股份有限公司 | Modularized elevator shaft frame tool |
| CN106638959A (en) * | 2016-11-30 | 2017-05-10 | 上海二十冶建设有限公司 | Modularization mounting method for inverted-V-shaped case type steel column |
| CN107697765A (en) * | 2017-10-20 | 2018-02-16 | 宁波宏大电梯有限公司 | A kind of elevator hoistways framework and installation method |
| CN107954296A (en) * | 2017-10-20 | 2018-04-24 | 东南电梯股份有限公司 | A kind of fabricated construction elevator shaft and elevator |
| CN108343257A (en) * | 2018-03-16 | 2018-07-31 | 杭州市建筑设计研究院有限公司 | A kind of existing multi-storey building installs the construction method of elevator additional |
| CN108439153A (en) * | 2018-04-28 | 2018-08-24 | 昕和（上海）建筑系统有限公司 | A kind of modularization elevator and its installation method |
| CN108557611A (en) * | 2018-07-19 | 2018-09-21 | 中山南区电梯工程研究院有限公司 | A kind of modularization elevator and its installation method |
| CN109113306A (en) * | 2018-07-22 | 2019-01-01 | 绿山高科建设科技有限公司 | A kind of modularization elevator shaft and its construction method |
| CN109778897A (en) * | 2019-02-28 | 2019-05-21 | 杭州西奥电梯现代化更新有限公司 | The connection type and assembly method of assembled elevator steel construction and pedestal |
| CN109896398A (en) * | 2017-12-08 | 2019-06-18 | 湖北奥尔机械制造有限公司 | A kind of elevator shaft connection structure and installation and connection method |
| CN110142544A (en) * | 2019-04-08 | 2019-08-20 | 广东凯兴达建筑科技有限公司 | A kind of modularization elevator shaft assembly welding technique |
| CN112693994A (en) * | 2020-12-22 | 2021-04-23 | 亚洲富士电梯股份有限公司 | Modular structure additional elevator and manufacturing equipment and manufacturing process thereof |
Citations (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US3759349A (en) * | 1972-03-13 | 1973-09-18 | Otis Elevator Co | Elevator system with temporary hoistway structure and method for use thereof |
| JP2003261272A (en) * | 2002-03-11 | 2003-09-16 | Toshiba Elevator Co Ltd | Method of constructing unit type hoistway for elevator |
| CN102180394A (en) * | 2011-05-30 | 2011-09-14 | 张凡 | Integrated building-block-type lift of strip steel structure |
| CN202245617U (en) * | 2011-01-04 | 2012-05-30 | 张向阳 | Elevator well wall assembled by adopting combined type derricks |
-
2014
- 2014-05-28 CN CN201410232631.6A patent/CN103991773A/en active Pending
Patent Citations (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US3759349A (en) * | 1972-03-13 | 1973-09-18 | Otis Elevator Co | Elevator system with temporary hoistway structure and method for use thereof |
| JP2003261272A (en) * | 2002-03-11 | 2003-09-16 | Toshiba Elevator Co Ltd | Method of constructing unit type hoistway for elevator |
| CN202245617U (en) * | 2011-01-04 | 2012-05-30 | 张向阳 | Elevator well wall assembled by adopting combined type derricks |
| CN102180394A (en) * | 2011-05-30 | 2011-09-14 | 张凡 | Integrated building-block-type lift of strip steel structure |
Cited By (15)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104627787A (en) * | 2015-01-12 | 2015-05-20 | 中兴建设有限公司 | Basement roof support-free elevator installation method |
| CN105195942A (en) * | 2015-09-30 | 2015-12-30 | 福建快科城建增设电梯股份有限公司 | Modularized elevator shaft frame tool |
| CN106638959A (en) * | 2016-11-30 | 2017-05-10 | 上海二十冶建设有限公司 | Modularization mounting method for inverted-V-shaped case type steel column |
| CN107697765A (en) * | 2017-10-20 | 2018-02-16 | 宁波宏大电梯有限公司 | A kind of elevator hoistways framework and installation method |
| CN107954296A (en) * | 2017-10-20 | 2018-04-24 | 东南电梯股份有限公司 | A kind of fabricated construction elevator shaft and elevator |
| CN109896398A (en) * | 2017-12-08 | 2019-06-18 | 湖北奥尔机械制造有限公司 | A kind of elevator shaft connection structure and installation and connection method |
| CN108343257A (en) * | 2018-03-16 | 2018-07-31 | 杭州市建筑设计研究院有限公司 | A kind of existing multi-storey building installs the construction method of elevator additional |
| CN108343257B (en) * | 2018-03-16 | 2020-08-07 | 杭州市建筑设计研究院有限公司 | Construction method for additionally installing elevator in existing multi-storey house |
| CN108439153A (en) * | 2018-04-28 | 2018-08-24 | 昕和（上海）建筑系统有限公司 | A kind of modularization elevator and its installation method |
| CN108557611A (en) * | 2018-07-19 | 2018-09-21 | 中山南区电梯工程研究院有限公司 | A kind of modularization elevator and its installation method |
| CN109113306A (en) * | 2018-07-22 | 2019-01-01 | 绿山高科建设科技有限公司 | A kind of modularization elevator shaft and its construction method |
| CN109778897A (en) * | 2019-02-28 | 2019-05-21 | 杭州西奥电梯现代化更新有限公司 | The connection type and assembly method of assembled elevator steel construction and pedestal |
| CN109778897B (en) * | 2019-02-28 | 2023-12-15 | 杭州西奥电梯现代化更新有限公司 | Connection mode and assembly method of assembled elevator steel structure and base |
| CN110142544A (en) * | 2019-04-08 | 2019-08-20 | 广东凯兴达建筑科技有限公司 | A kind of modularization elevator shaft assembly welding technique |
| CN112693994A (en) * | 2020-12-22 | 2021-04-23 | 亚洲富士电梯股份有限公司 | Modular structure additional elevator and manufacturing equipment and manufacturing process thereof |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN103991773A (en) | Design and installation method of assembly-type modularized steel structure elevator shaft | |
| CN202245617U (en) | Elevator well wall assembled by adopting combined type derricks | |
| CN106703197B (en) | A kind of large span multilayer anti-seismic frame structure system and its construction method | |
| CN108532769B (en) | Jacking construction method of assembled additional elevator shaft structure | |
| CN103352580B (en) | The construction method of elevator structure is added in multi-story masonry building | |
| CN104818772B (en) | A kind of large span long cantilever conjoined structure and construction technology | |
| CN110886227B (en) | Main tower cast-in-place lower cross beam support system and construction method | |
| CN112900692A (en) | Large-span special-shaped steel structure building, supporting device thereof and construction method | |
| CN103362317A (en) | Story adding and stair adding structure of existing masonry building, and construction method thereof | |
| CN104213717A (en) | Integrated reconstruction method for multi-storey residential | |
| CN105839784B (en) | Assembled jacking type construction techniques | |
| CN106892315A (en) | A kind of additional elevator hoistways of framework assembled | |
| CN203922362U (en) | Build-up type modularization steel structure lift shaft | |
| CN105297893A (en) | Tenon-and-mortise type concrete superposed beam cross connection structure and construction method thereof | |
| CN214399425U (en) | Newly-increased double-elevator supporting structure for reconstruction and extension project | |
| CN108643429B (en) | But height-adjusting's assembled coincide floor | |
| CN105888281A (en) | Method for utilizing jacking storey-adding technique to promote integrated function of community | |
| CN203998514U (en) | Modularization elevator hoistways framework | |
| CN208965581U (en) | A kind of non-console mode tower crane platform | |
| CN106499211A (en) | Newly-increased outrigger framework Baogang anchor traction therapy structure and technique | |
| CN212053617U (en) | Assembled elevator well structure | |
| CN209670331U (en) | A kind of Bailey beam bracing members compound die carrier system support construction | |
| CN211714572U (en) | Mould system hangs of big opening later stage shutoff of subway station medium plate | |
| CN211201184U (en) | Assembled steel structure system | |
| CN205777531U (en) | Floor slab construction beam string shuttering supporting equipment |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C06 | Publication | ||
| PB01 | Publication | ||
| C10 | Entry into substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| WD01 | Invention patent application deemed withdrawn after publication |
Application publication date: 20140820 |
|
| WD01 | Invention patent application deemed withdrawn after publication |