CN203922362U - Build-up type modularization steel structure lift shaft - Google Patents
Build-up type modularization steel structure lift shaft Download PDFInfo
- Publication number
- CN203922362U CN203922362U CN201420279740.9U CN201420279740U CN203922362U CN 203922362 U CN203922362 U CN 203922362U CN 201420279740 U CN201420279740 U CN 201420279740U CN 203922362 U CN203922362 U CN 203922362U
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- steel
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- girder
- nose girder
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Abstract
The utility model relates to a kind of build-up type modularization steel structure lift shaft, comprise hoistway body and sole plate, hoistway body comprises several frameworks and forms for being connected the channel-section steel nose girder of adjacent framework, described sole plate is comprised of side plate and base plate, framework comprises the girder steel of vertically disposed steel column and horizontally set, in channel-section steel nose girder and framework, lower end is connected and fixed by connecting panel bolt, between adjacent framework, 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, be connected and fixed, channel-section steel nose girder is fixedly connected with house with girder steel external part.Thereby build-up type modularization steel structure lift shaft of the present utility model connects adjacent framework by channel-section steel nose girder and forms hoistway, 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.
Description
Technical field
The utility model relates to a kind 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, when obtaining good land mass transportation facilities service, also wishes to obtain vertical transportation instrument more easily.But, due to reasons such as historical economy and laws, be built in the 80s and 90s in last century much higher than the house of 7 layers lift-mounting not.Along with the arrival of aging society, existing house is set up the concern that elevator problem more and more causes 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.
Utility model content
The technical problems to be solved in the utility model is: for solving the problem of above-mentioned existence, provide a kind of build-up type modularization steel structure lift shaft, solve conventional lift and install long construction period additional, disturb residents, affect environment and the problem of potential safety hazard easily occurs.
The utility model solves the technical scheme that its technical matters adopts: 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 several frameworks and forms for being connected the channel-section steel nose girder of adjacent framework, described sole plate is comprised 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, 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, be connected and fixed, channel-section steel nose girder is fixedly connected with house with girder steel external part, section framework bottom surface, the end and sole plate upper surface are bolted to connection.
Further, in order to promote safety, channel-section steel nose girder one end is fixedly connected with elevator parking layer.
Further, in order to promote firmness, side plate and base plate all adopt precast concrete material
The beneficial effects of the utility model are, build-up type modularization steel structure lift shaft of the present utility model, thereby by channel-section steel nose girder, connect adjacent framework and form hoistway, 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.
Accompanying drawing explanation
Below in conjunction with drawings and Examples, the utility model is further illustrated.
Fig. 1 is structural representation of the present utility model.
Fig. 2 is lateral plan of the present utility model.
Fig. 3 is connection diagram of the present utility model.
Fig. 4 is the structural representation of the utility model base.
1. frameworks in figure, 2. channel-section steel nose girder, 3. steel column, 4. girder steel, 5. connecting panel.
The specific embodiment
By reference to the accompanying drawings the utility model is described in further detail now.These accompanying drawings are the schematic diagram of simplification, basic structure of the present utility model is only described in a schematic way, so it only show the formation relevant with the utility model.
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 four frameworks 1 and forms for being connected the channel-section steel nose girder 2 of adjacent framework, sole plate 6 is comprised 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, 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, be connected and fixed, channel-section steel nose girder 2 is fixedly connected with house with girder steel 4 external parts, section framework 1 bottom surface, the end and sole plate 6 upper surfaces are bolted to connection.
Further, in order to promote safety, channel-section steel nose girder 2 one end are fixedly connected with elevator parking layer, and further, in order to promote firmness, side plate 7 and base plate 8 all adopt precast concrete material.Thereby build-up type modularization steel structure lift shaft of the present utility model connects adjacent framework by channel-section steel nose girder 2 and forms hoistway, 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.
The above-mentioned foundation desirable embodiment of the present utility model of take is enlightenment, and by above-mentioned description, relevant staff can, within not departing from the scope of this utility model technological thought, carry out various change and modification completely.The technical scope of this utility model is not limited to the content on specification sheets, must determine its technical scope according to claim scope.
Claims (3)
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 several frameworks (1) and forms for being connected the channel-section steel nose girder (2) of adjacent framework, described sole plate (6) is comprised 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, 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, be connected and fixed, described channel-section steel nose girder (2) is fixedly connected with house with girder steel (4) external part, described section framework (1) bottom surface, the end and sole plate (6) upper surface are bolted to connection.
2. 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.
3. 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 |
|---|---|---|---|
| CN201420279740.9U CN203922362U (en) | 2014-05-28 | 2014-05-28 | Build-up type modularization steel structure lift shaft |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201420279740.9U CN203922362U (en) | 2014-05-28 | 2014-05-28 | Build-up type modularization steel structure lift shaft |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN203922362U true CN203922362U (en) | 2014-11-05 |
Family
ID=51818220
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201420279740.9U Expired - Fee Related CN203922362U (en) | 2014-05-28 | 2014-05-28 | Build-up type modularization steel structure lift shaft |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN203922362U (en) |
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107215749A (en) * | 2017-08-01 | 2017-09-29 | 周晓锋 | A kind of elevator hoistways structure and method for improving |
| CN107217815A (en) * | 2017-07-28 | 2017-09-29 | 江苏沪宁钢机股份有限公司 | A kind of resistance to compression, safety-type assembling type steel structure elevator |
| CN108584646A (en) * | 2018-06-29 | 2018-09-28 | 华城(天津)建筑科技有限公司 | A kind of additional elevator shaft structure of the assembled being adapted to jack-up construction |
| CN115092792A (en) * | 2022-06-21 | 2022-09-23 | 上海美上置业开发有限公司 | Integrated prefabricated structure of prefabricated elevator concrete structure and method thereof |
-
2014
- 2014-05-28 CN CN201420279740.9U patent/CN203922362U/en not_active Expired - Fee Related
Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107217815A (en) * | 2017-07-28 | 2017-09-29 | 江苏沪宁钢机股份有限公司 | A kind of resistance to compression, safety-type assembling type steel structure elevator |
| CN107217815B (en) * | 2017-07-28 | 2022-11-11 | 江苏沪宁钢机股份有限公司 | Resistance to compression, safe type assembled steel construction elevartor shaft |
| CN107215749A (en) * | 2017-08-01 | 2017-09-29 | 周晓锋 | A kind of elevator hoistways structure and method for improving |
| CN108584646A (en) * | 2018-06-29 | 2018-09-28 | 华城(天津)建筑科技有限公司 | A kind of additional elevator shaft structure of the assembled being adapted to jack-up construction |
| CN115092792A (en) * | 2022-06-21 | 2022-09-23 | 上海美上置业开发有限公司 | Integrated prefabricated structure of prefabricated elevator concrete structure and method thereof |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20141105 Termination date: 20170528 |