CN107217815A - A kind of resistance to compression, safety-type assembling type steel structure elevator - Google Patents
A kind of resistance to compression, safety-type assembling type steel structure elevator Download PDFInfo
- Publication number
- CN107217815A CN107217815A CN201710629615.4A CN201710629615A CN107217815A CN 107217815 A CN107217815 A CN 107217815A CN 201710629615 A CN201710629615 A CN 201710629615A CN 107217815 A CN107217815 A CN 107217815A
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- China
- Prior art keywords
- elevator
- collar tie
- tie beam
- door
- resistance
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Classifications
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04F—FINISHING WORK ON BUILDINGS, e.g. STAIRS, FLOORS
- E04F17/00—Vertical ducts; Channels, e.g. for drainage
- E04F17/005—Lift shafts
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/18—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
- E04B1/24—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of metal
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- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Physics & Mathematics (AREA)
- Electromagnetism (AREA)
- Types And Forms Of Lifts (AREA)
- Lift-Guide Devices, And Elevator Ropes And Cables (AREA)
Abstract
The invention discloses a kind of resistance to compression, safety-type assembling type steel structure elevator, including:Frame column, floor and elevator, frame column is connected with floor by built-in fitting, frame column is soldered directly to back timber with top plate using head plate, elevator beam and Vierendeel girder are provided with elevator, it is located at elevator beam position on elevator beam and the first collar tie beam is highly provided with according to elevator door, its side for being located at non-elevator door is provided with the second collar tie beam, and the borehole wall of elevator is provided with light steel keel gypsum board.The present invention instead of original concrete cast-in-situ constructional column by assembling type steel structure, collar tie beam, again plus brick walling, form the way of a closing hoistway, greatly improve the speed of its construction, reduce the workload of staff, it is located at elevator beam position also on elevator beam and the first collar tie beam is highly provided with according to elevator door, its side for being located at non-elevator door is provided with the second collar tie beam, structure to elevator is optimized, plasterboard is provided with also on the borehole wall, partition wall can be played a part of, it can not only play sealing effectiveness, its wind resistance can also be improved, compressive property.
Description
Technical field
The invention belongs to the field of manufacturing, more particularly to a kind of resistance to compression, safety-type assembling type steel structure elevator.
Background technology
With the fast development of social economy, the living standard and quality of life of people are all constantly being improved, and no matter
It is production or life, the rhythm of people is all constantly being accelerated, and building trade is also such.Current people either handle official business field
Institute or house, it is all to use concrete construction mostly, it is known that the construction period of concrete construction is longer, and, its
Influenceed more serious by weather, particularly winter, it may be seen that after winter is subzero, many construction sites can all stop
Work, so that cause the duration length of side of whole building, and, at the same time, the work post needed for concrete construction is more numerous and diverse, greatly
Work, unskilled labourer, carpenter, bricklayer etc., the requirement to personnel are higher, and being continuously increased with material and labour cost, it will cause whole
The cost of individual building is higher, and the cost of input is increasing;It is more next and the requirement with people to live and work is more and more
More young men are unwilling that being engaged in the factors such as building trade again causes the generation of growth-promoting steel building;
Elevator is part essential in currently building, then elevator will be set during construction
Put, the elevator of common building, concrete cast-in-situ constructional column, collar tie beam are all used mostly, then add brick walling, form a closing
The way of hoistway, the construction method is relatively complicated, and time-consuming, once and some link goes wrong during construction,
The quality of influence elevator that will be seriously.
The content of the invention
Goal of the invention:In order to overcome the above not enough, it is an object of the invention to provide a kind of resistance to compression, safety-type assembled steel knot
Structure elevator, its is simple in construction, reasonable in design, it is easy to produce, and greatly improves the speed of its construction, reduces staff's
Plasterboard is provided with workload, the borehole wall, sealing effectiveness can not only be played, additionally it is possible to improve its wind resistance, compressive property.
Technical scheme:In order to try lower above-mentioned purpose, the invention provides a kind of resistance to compression, safety-type assembling type steel structure elevator
Well, including:Frame column, floor and elevator, the frame column are connected with floor by built-in fitting, and the frame column and top plate
It is soldered directly in back timber, the elevator be provided with elevator beam and Vierendeel girder using head plate, wherein, it is provided with the Vierendeel girder
It is located at elevator beam position on first collar tie beam and the second collar tie beam, the elevator beam and the first collar tie beam, its position is highly provided with according to elevator door
The second collar tie beam is provided with the side of non-elevator door, the borehole wall of the elevator is provided with plasterboard.
A kind of heretofore described resistance to compression, safety-type assembling type steel structure elevator, it passes through assembling type steel structure generation
Original concrete cast-in-situ constructional column, collar tie beam have been replaced, then has added brick walling, the way of a closing hoistway has been formed, greatly carries
The high speed of its construction, reduces the workload of staff, meanwhile, it is located at elevator beam position in the application also on elevator beam
First collar tie beam is highly provided with according to elevator door, its side for being located at non-elevator door is provided with the second collar tie beam, and the structure to elevator is entered
Optimization is gone, the demand for allowing it to better meet elevator, the application is provided with plasterboard also on the borehole wall, can play partition wall
Effect, while it can not only play sealing effectiveness, additionally it is possible to improve its wind resistance, compressive property, and then allow it to better meet
Construction and the demand of developer.
Heretofore described second collar tie beam is provided with hanger, and the setting of the hanger can be easy to the installation of some parts.
It is located at the borehole wall region of the terraced door of non-electrical in heretofore described elevator, the Vierendeel girder is located at elevator in machine room
At the absolute altitude of slide rail connector, make it more preferable with elevator cooperation, the demand of elevator can be better met.
Provided with one group of supporting plate, fixture and one group of I-steel, the supporting plate in heretofore described elevator slide rail connector
With fixture on frame column, the I-steel upper and lower ends are connected with supporting plate and fixture respectively, improve its supportive
Can, also effectively improve the stability of its connection.
Heretofore described I-steel is provided with support frame, and support frame as described above is connected by connecting plate and frame column or supporting plate
Connect, improve its support performance.
Heretofore described plasterboard uses light steel keel gypsum board.
A kind of heretofore described resistance to compression, the construction technology of safety-type assembling type steel structure elevator, work of specifically constructing
Skill is as follows:
(1):Frame column and floor are installed according to the construction drawing of floor first, and elevator has been reserved in specified position
The position of well;
(2):Then elevator beam is installed in elevator according to drawing;
(3):After elevator beam is installed, horizontal frame set according to the elevator height specified in the elevator beam position of elevator door side
Set a roof beam in place;
(4):During transverse frame beam is set, first the side of elevator door is configured, i.e., is located at electricity on elevator beam
Terraced beam position is highly provided with the first collar tie beam according to elevator door;
(5):Then, will according to the absolute altitude of machine-roomless lift slide rail connector arrangement again in the borehole wall region of the side of non-elevator door
Ask and be configured, i.e., the second collar tie beam is set at the absolute altitude for needing to arrange slide rail connector;
(6):When setting the second collar tie beam, set on the second collar tie beam and be easy in work progress that chain block, hoist engine can be used
And the hanger that some simple machines are positioned, welded;
(7):Then the borehole wall of elevator is closed using light steel keel gypsum board, plasterboard inside and outside setting, gypsum
It is concordant with collar tie beam, constructional column holding after the completion of plate construction;
(8):After the completion of plasterboard closing, including the hanger envelope in elevator on the second collar tie beam, hanger is without removing;
(9):Then elevator is installed in elevator, elevator slide rail, electricity is set according to the position of the first collar tie beam and the second collar tie beam
Terraced slide rail connector and elevator annex;
(10):Finally according to door head girder steel, elevator door is set.
Above-mentioned technical proposal can be seen that the present invention and have the advantages that:.1st, heretofore described one kind resists
Pressure, safety-type assembling type steel structure elevator, it instead of original concrete cast-in-situ constructional column, circle by assembling type steel structure
Beam, then add brick walling, the way of a closing hoistway is formed, the speed of its construction is greatly improved, staff is reduced
Workload.
2nd, it is located at elevator beam position in the application also on elevator beam and the first collar tie beam is highly provided with according to elevator door, it is located at
The side of non-elevator door is provided with the second collar tie beam, and the structure to elevator is optimized, the demand for allowing it to better meet elevator.
3rd, the application also on the borehole wall be provided with plasterboard, sealing effectiveness can not only be played, additionally it is possible to improve its wind resistance,
Compressive property, and then allow it to better meet construction and the demand of developer.
Brief description of the drawings
Fig. 1 is resistance to compression of the present invention, the structural representation of safety-type assembling type steel structure elevator;
Fig. 2 is the specific structural representation of elevator in the present invention;
In figure:Frame column -1, floor -2, elevator -3, top plate -4, elevator beam -5, Vierendeel girder -6, the first collar tie beam -7, the second circle
Beam -8, hanger -81, supporting plate -9, fixture -10, I-steel -11.
Embodiment
Below in conjunction with the accompanying drawings and specific embodiment, the present invention is furture elucidated.
Embodiment
A kind of resistance to compression, safety-type assembling type steel structure elevator as depicted, including:Frame column 1, floor 2 and elevator
Well 3;
The relation of above-mentioned each part is as follows:
The frame column 1 is connected with floor 2 by built-in fitting, and the frame column 1 is soldered directly to top plate 4 using head plate
Elevator beam 5 and Vierendeel girder 6 are provided with back timber, the elevator 3, wherein, the first collar tie beam 7 and second is provided with the Vierendeel girder 6
It is located at elevator beam position on collar tie beam 8, the elevator beam 5 and first collar tie beam 7 is highly provided with according to elevator door, it is located at non-elevator door
Side is provided with the second collar tie beam 8, and second collar tie beam 8 is provided with hanger 81, and the borehole wall of the elevator 3 is provided with plasterboard, institute
State plasterboard and use light steel keel gypsum board.
It is located at the borehole wall region of the terraced door of non-electrical in elevator 3 described in the present embodiment, the Vierendeel girder 5 is located in machine room
At the absolute altitude of elevator slide rail connector.
Provided with one group of supporting plate 9, fixture 10 and one group of I-steel 11, institute in the connector of elevator slide rail described in the present embodiment
Supporting plate 9 and fixture 10 are stated on frame column 1, the upper and lower ends of I-steel 10 connect with supporting plate 9 and fixture 10 respectively
Connect.
I-steel 11 described in the present embodiment is provided with support frame, support frame as described above by connecting plate and frame column 1 or
Supporting plate 9 is connected.
Embodiment 2
A kind of resistance to compression, safety-type assembling type steel structure elevator as depicted, including:Frame column 1, floor 2 and elevator 3;
The relation of above-mentioned each part is as follows:
The frame column 1 is connected with floor 2 by built-in fitting, and the frame column 1 is soldered directly to top plate 4 using head plate
Elevator beam 5 and Vierendeel girder 6 are provided with back timber, the elevator 3, wherein, the first collar tie beam 7 and second is provided with the Vierendeel girder 6
It is located at elevator beam position on collar tie beam 8, the elevator beam 5 and first collar tie beam 7 is highly provided with according to elevator door, it is located at non-elevator door
Side is provided with the second collar tie beam 8, and second collar tie beam 8 is provided with hanger 81, and the borehole wall of the elevator 3 is provided with plasterboard, institute
State plasterboard and use light steel keel gypsum board.
It is located at the borehole wall region of the terraced door of non-electrical in elevator 3 described in the present embodiment, the Vierendeel girder 5 is located in machine room
At the absolute altitude of elevator slide rail connector.
Provided with one group of supporting plate 9, fixture 10 and one group of I-steel 11, institute in the connector of elevator slide rail described in the present embodiment
Supporting plate 9 and fixture 10 are stated on frame column 1, the upper and lower ends of I-steel 10 connect with supporting plate 9 and fixture 10 respectively
Connect.
I-steel 11 described in the present embodiment is provided with support frame, support frame as described above by connecting plate and frame column 1 or
Supporting plate 9 is connected.
A kind of resistance to compression, the construction technology of safety-type assembling type steel structure elevator described in the present embodiment, are specifically applied
Work technique is as follows:
(1):Frame column 1 and floor 2 are installed according to the construction drawing of floor first, and in the reserved good electricity in specified position
The position of stair shaft 3;
(2):Then elevator beam 5 is installed in elevator 3 according to drawing;
(3):After elevator beam 5 is installed, set laterally according to the elevator height specified in the elevator beam position of elevator door side
Vierendeel girder 6;
(4):During transverse frame beam 6 is set, first the side of elevator door is configured, i.e., is located on elevator beam 5
Elevator beam position is highly provided with the first collar tie beam 7 according to elevator door;
(5):Then, will according to the absolute altitude of machine-roomless lift slide rail connector arrangement again in the borehole wall region of the side of non-elevator door
Ask and be configured, i.e., the second collar tie beam 8 is set at the absolute altitude for needing to arrange slide rail connector;
(6):When setting the second collar tie beam 8, set on the second collar tie beam 8 and be easy in work progress that chain block, elevator can be used
The hanger 81 that machine and some simple machines are positioned, welded;
(7):Then the borehole wall of elevator 3 is closed using light steel keel gypsum board, plasterboard inside and outside setting, gypsum
It is concordant with collar tie beam, constructional column holding after the completion of plate construction;
(8):After the completion of plasterboard closing, including the envelope of hanger 81 in elevator 3 on second collar tie beam 8, hanger 81 need not
Remove;
(9):Then elevator is installed in the elevator 3, according to the position of the first collar tie beam 7 and the second collar tie beam 8 set elevator slide rail,
Elevator slide rail connector and elevator annex;
(10):Finally according to door head girder steel, elevator door is set.
Described above is only the preferred embodiment of the present invention, it is noted that for the ordinary skill people of the art
For member, under the premise without departing from the principles of the invention, some improvement can also be made, these improvement also should be regarded as the present invention's
Protection domain.
Claims (7)
1. a kind of resistance to compression, safety-type assembling type steel structure elevator, it is characterised in that:Including:Frame column(1), floor(2)And electricity
Stair shaft(3), the frame column(1)With floor(2)Connected by built-in fitting, and the frame column(1)With top plate(4)Using end socket
Plate is soldered directly to back timber, the elevator(3)In be provided with elevator beam(5)And Vierendeel girder(6), wherein, the Vierendeel girder(6)In
Provided with the first collar tie beam(7)With the second collar tie beam(8), the elevator beam(5)It is upper to be highly provided with according to elevator door positioned at elevator beam position
First collar tie beam(7), its side for being located at non-elevator door is provided with the second collar tie beam(8), the elevator(3)The borehole wall be provided with gypsum
Plate.
2. resistance to compression according to claim 1, safety-type assembling type steel structure elevator, it is characterised in that:Second circle
Beam(8)It is provided with hanger(81).
3. resistance to compression according to claim 1, safety-type assembling type steel structure elevator, it is characterised in that:The elevator
(3)In be located at the borehole wall region of the terraced door of non-electrical, the Vierendeel girder(5)Located in machine room at the absolute altitude of elevator slide rail connector.
4. resistance to compression according to claim 1, safety-type assembling type steel structure elevator, it is characterised in that:The elevator is slided
Provided with one group of supporting plate in rail connector(9), fixture(10)With one group of I-steel(11), the supporting plate(9)And fixture(10)
It is located at frame column(1)On, the I-steel(10)Upper and lower ends respectively with supporting plate(9)And fixture(10)Connection.
5. resistance to compression according to claim 4, safety-type assembling type steel structure elevator, it is characterised in that:The I-steel
(11)Support frame is provided with, support frame as described above passes through connecting plate and frame column(1)Or supporting plate(9)Connection.
6. resistance to compression according to claim 1, safety-type assembling type steel structure elevator, it is characterised in that:The plasterboard
Using light steel keel gypsum board.
7. a kind of construction technology of the resistance to compression, safety-type assembling type steel structure elevator according to power 1 to power 6, its feature exists
In:Specific construction technology is as follows:
(1):First according to the construction drawing of floor to frame column(1)And floor(2)Installed, and it is reserved in specified position
Good elevator(3)Position;
(2):Then according to drawing in elevator(3)Middle installation elevator beam(5);
(3):Treat elevator beam(5)After installing, the elevator beam position in elevator door side is horizontal according to the elevator height setting specified
To Vierendeel girder(6);
(4):In transverse frame beam(6)During setting, first the side of elevator door is configured, i.e., in elevator beam(5)On
The first collar tie beam is highly provided with according to elevator door positioned at elevator beam position(7);
(5):Then, will according to the absolute altitude of machine-roomless lift slide rail connector arrangement again in the borehole wall region of the side of non-elevator door
Ask and be configured, i.e., the second collar tie beam is set at the absolute altitude for needing to arrange slide rail connector(8);
(6):Second collar tie beam is being set(8)When, in the second collar tie beam(8)It is upper setting be easy in work progress can using chain block,
The hanger that hoist engine and some simple machines are positioned, welded(81);
(7):Then using light steel keel gypsum board to elevator(3 borehole wall is closed, plasterboard inside and outside setting, stone
It is concordant with collar tie beam, constructional column holding after the completion of the construction of cream plate;
(8):After the completion of plasterboard closing, by elevator(3)In the second collar tie beam(8)On hanger(81)Including envelope, hanger
(81)Without removing;
(9):Then by elevator in elevator(3)It is interior to install, according to the first collar tie beam(7)With the second collar tie beam(8)Position set electricity
Terraced slide rail, elevator slide rail connector and elevator annex;
(10):Finally according to door head girder steel, elevator door is set.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
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CN201710629615.4A CN107217815B (en) | 2017-07-28 | 2017-07-28 | Resistance to compression, safe type assembled steel construction elevartor shaft |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201710629615.4A CN107217815B (en) | 2017-07-28 | 2017-07-28 | Resistance to compression, safe type assembled steel construction elevartor shaft |
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CN107217815A true CN107217815A (en) | 2017-09-29 |
CN107217815B CN107217815B (en) | 2022-11-11 |
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Cited By (6)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN111519867A (en) * | 2020-04-28 | 2020-08-11 | 河南远大可持续建筑科技有限公司 | Fireproof plugging process for inner wall of steel-structure elevator shaft |
CN111677317A (en) * | 2020-04-29 | 2020-09-18 | 成都建工第二建筑工程有限公司 | Method and structure for installing elevator in existing building |
CN113120722A (en) * | 2021-03-04 | 2021-07-16 | 中建科工集团有限公司 | Construction method of steel structure building elevator and steel structure building elevator |
CN113216559A (en) * | 2021-02-08 | 2021-08-06 | 斯迈普电梯(中国)有限公司 | Beam-through type light steel keel elevator hoistway system |
CN113753715A (en) * | 2021-08-31 | 2021-12-07 | 中国二十二冶集团有限公司 | Construction method for fixing elevator track in elevator shaft |
CN115788103A (en) * | 2023-02-08 | 2023-03-14 | 集束智能装配科技有限公司 | Construction method of elevator shaft modular assembly structure system |
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CN111519867A (en) * | 2020-04-28 | 2020-08-11 | 河南远大可持续建筑科技有限公司 | Fireproof plugging process for inner wall of steel-structure elevator shaft |
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CN113753715A (en) * | 2021-08-31 | 2021-12-07 | 中国二十二冶集团有限公司 | Construction method for fixing elevator track in elevator shaft |
CN115788103A (en) * | 2023-02-08 | 2023-03-14 | 集束智能装配科技有限公司 | Construction method of elevator shaft modular assembly structure system |
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