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 PDF

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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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CN
China
Prior art keywords
elevator
collar tie
tie beam
door
resistance
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.)
Granted
Application number
CN201710629615.4A
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Chinese (zh)
Other versions
CN107217815B (en
Inventor
杨文侠
王欢
余志刚
潘建强
吕锋
陈楚
陈学进
顾涛
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Jiangsu Huning Assembly Construction Engineering Co Ltd
Jiangsu Huning Steel Mechanism Co Ltd
Original Assignee
Jiangsu Huning Assembly Construction Engineering Co Ltd
Jiangsu Huning Steel Mechanism Co Ltd
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Application filed by Jiangsu Huning Assembly Construction Engineering Co Ltd, Jiangsu Huning Steel Mechanism Co Ltd filed Critical Jiangsu Huning Assembly Construction Engineering Co Ltd
Priority to CN201710629615.4A priority Critical patent/CN107217815B/en
Publication of CN107217815A publication Critical patent/CN107217815A/en
Application granted granted Critical
Publication of CN107217815B publication Critical patent/CN107217815B/en
Active legal-status Critical Current
Anticipated expiration legal-status Critical

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Classifications

    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04FFINISHING WORK ON BUILDINGS, e.g. STAIRS, FLOORS
    • E04F17/00Vertical ducts; Channels, e.g. for drainage
    • E04F17/005Lift shafts
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04BGENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04BGENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/18Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
    • E04B1/24Structures 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

A kind of resistance to compression, safety-type assembling type steel structure elevator
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.
CN201710629615.4A 2017-07-28 2017-07-28 Resistance to compression, safe type assembled steel construction elevartor shaft Active CN107217815B (en)

Priority Applications (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

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)

* Cited by examiner, † Cited by third party
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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CN203866956U (en) * 2014-03-27 2014-10-08 杭州恒达钢构股份有限公司 Steel structure housing system with groined sparse column composite floors in dense column outer frame
CN203922362U (en) * 2014-05-28 2014-11-05 江苏润安电梯工程技术服务有限公司 Build-up type modularization steel structure lift shaft
WO2017020541A1 (en) * 2015-08-02 2017-02-09 周兆弟 Guide rail mechanism fixed on building
CN106499092A (en) * 2016-10-17 2017-03-15 澄筑投资控股(上海)有限公司 A kind of lightgage steel joist composite concrete wallboard hoisting structure and its installation method
CN106906984A (en) * 2017-04-18 2017-06-30 江苏瑞永建设工程技术有限公司 A kind of prefabricated assembled steel reinforced concrete framework elevator shaft structure and its construction method

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CN201250038Y (en) * 2008-05-06 2009-06-03 苏州台菱电梯有限公司 Wall-attached elevator hoistway
CN101265723A (en) * 2008-05-07 2008-09-17 樊立 Architecture structure system assembled by composite building board and building method
CN203866956U (en) * 2014-03-27 2014-10-08 杭州恒达钢构股份有限公司 Steel structure housing system with groined sparse column composite floors in dense column outer frame
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Cited By (7)

* Cited by examiner, † Cited by third party
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
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
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
CN113120722B (en) * 2021-03-04 2023-01-13 中建科工集团有限公司 Steel structure building elevator construction method and steel structure building elevator
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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