CN109436984A - A kind of basic and full module-assembled elevator shaft of steel superstructure - Google Patents
A kind of basic and full module-assembled elevator shaft of steel superstructure Download PDFInfo
- Publication number
- CN109436984A CN109436984A CN201811221782.6A CN201811221782A CN109436984A CN 109436984 A CN109436984 A CN 109436984A CN 201811221782 A CN201811221782 A CN 201811221782A CN 109436984 A CN109436984 A CN 109436984A
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- Prior art keywords
- elevator shaft
- assembled
- column
- basis
- steel
- 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.)
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Links
- 229910000831 Steel Inorganic materials 0.000 title claims abstract description 45
- 239000010959 steel Substances 0.000 title claims abstract description 45
- 238000010276 construction Methods 0.000 claims abstract description 34
- 239000000463 material Substances 0.000 claims description 4
- 239000003351 stiffener Substances 0.000 claims description 4
- 229910003460 diamond Inorganic materials 0.000 claims description 3
- 239000010432 diamond Substances 0.000 claims description 3
- 239000004570 mortar (masonry) Substances 0.000 claims description 3
- 238000005516 engineering process Methods 0.000 abstract description 4
- 238000009434 installation Methods 0.000 abstract description 4
- 239000010410 layer Substances 0.000 description 7
- 238000000034 method Methods 0.000 description 3
- 230000005540 biological transmission Effects 0.000 description 2
- 239000004567 concrete Substances 0.000 description 2
- 238000010586 diagram Methods 0.000 description 2
- 230000000694 effects Effects 0.000 description 2
- QNRATNLHPGXHMA-XZHTYLCXSA-N (r)-(6-ethoxyquinolin-4-yl)-[(2s,4s,5r)-5-ethyl-1-azabicyclo[2.2.2]octan-2-yl]methanol;hydrochloride Chemical compound Cl.C([C@H]([C@H](C1)CC)C2)CN1[C@@H]2[C@H](O)C1=CC=NC2=CC=C(OCC)C=C21 QNRATNLHPGXHMA-XZHTYLCXSA-N 0.000 description 1
- 229910052782 aluminium Inorganic materials 0.000 description 1
- 230000007812 deficiency Effects 0.000 description 1
- 230000005611 electricity Effects 0.000 description 1
- 239000011521 glass Substances 0.000 description 1
- 238000011065 in-situ storage Methods 0.000 description 1
- NJPPVKZQTLUDBO-UHFFFAOYSA-N novaluron Chemical compound C1=C(Cl)C(OC(F)(F)C(OC(F)(F)F)F)=CC=C1NC(=O)NC(=O)C1=C(F)C=CC=C1F NJPPVKZQTLUDBO-UHFFFAOYSA-N 0.000 description 1
- 230000010412 perfusion Effects 0.000 description 1
- 230000002093 peripheral effect Effects 0.000 description 1
- 239000011150 reinforced concrete Substances 0.000 description 1
- 239000007787 solid Substances 0.000 description 1
- 239000002344 surface layer Substances 0.000 description 1
Classifications
-
- B—PERFORMING OPERATIONS; TRANSPORTING
- B66—HOISTING; LIFTING; HAULING
- B66B—ELEVATORS; ESCALATORS OR MOVING WALKWAYS
- B66B7/00—Other common features of elevators
-
- B—PERFORMING OPERATIONS; TRANSPORTING
- B66—HOISTING; LIFTING; HAULING
- B66B—ELEVATORS; ESCALATORS OR MOVING WALKWAYS
- B66B11/00—Main component parts of lifts in, or associated with, buildings or other structures
Landscapes
- Engineering & Computer Science (AREA)
- Civil Engineering (AREA)
- Mechanical Engineering (AREA)
- Structural Engineering (AREA)
- Lift-Guide Devices, And Elevator Ropes And Cables (AREA)
Abstract
The present invention discloses a kind of basic and full module-assembled elevator shaft of steel superstructure, including basis and hoistway, the basis is prefabricated assembly, the fixed built-in fitting in upper end, the hoistway is assembled layer by layer upwards by several steel construction standard module units, that undermost steel construction standard module unit is affixed by bolt with the built-in fitting.Assembled elevator shaft basis and top hoistway frame can be prefabricated in the factory completion, scene need to only carry out splicing installation, assembling degree is high, efficiently solve the problems, such as the duration of traditional elevator hoistway construction, the duration is shorter, smaller to surrounding environment influence compared with existing assembled elevator shaft technology, and the duration can shorten 50%.
Description
Technical field
The present invention relates to construction engineering technical field more particularly to a kind of basis and the full module-assembled electricity of steel superstructure
Stair shaft road.
Background technique
Accelerate recently as urbanization process, pouring in for a large amount of populations keeps urban land resource rare, depth of building
It significantly improves, elevator replaces stair as the necessary facility of skyscraper vertical transport.And old tier building install additional it is plug-in
Elevator also becomes a kind of trend, can provide convenience for more and more the elderlys.But there are works for the construction of traditional elevator hoistway
Phase is compared with long, site operation is of poor quality, occupied space is big, noise is big, influences the problems such as ambient enviroment and resident living.Assembled
The elevator shaft quick assembled type construction of the development growth-promoting of construction technology, elevator shaft fabricated construction not only can solve scene
Construction there are the problem of, and to push assembled architecture construction development be of great significance.
To solve the problems, such as that elevator shaft site operation exists, application No. is ZL201420279740.9 patent documents to disclose
A kind of assembled modularization steel structure lift shaft, the assembled elevator shaft are made of hoistway ontology and sole plate, on
That there are connecting nodes is more for portion's elevator shaft main body, on-site assembly is complicated, high to element precast and on-site hoisting required precision, base
Plinth pedestal there are power transmissions indefinite, prefabricated panel and side sheet room there are seam, waterproof effect is bad the problems such as.
To solve the problems, such as that additional elevator shaft site operation exists, application No. is the patent of ZL201710280290.3 texts
It offers and discloses a kind of additional elevator shaft of frame assembled, which is showed by multiple reinforced concrete frame sections
Field grouting is assembled, quick compared with traditional elevator hoistway site operation, but concrete prefabricated element is heavier, and component built-in fitting is prefabricated
Complex, there is still a need for concrete perfusion operations at scene, and assembling degree is not high, and hoistway basis is not carried out assembled
Construction.
To realize elevator basis fabricated construction, application No. is the patent documents of ZL201720324835.1 to disclose one kind
Assembling type steel structure elevator shaft, the assembled elevator shaft is by several rectangular frame structures and peripheral glass or plastic-aluminum board group
At, elevator shaft main body, that there are connecting nodes is more, on-site assembly is complicated, high to element precast and on-site hoisting required precision,
Hoistway basis is not carried out fabricated construction.
To solve the problems, such as that prior art exists, find a kind of prefabricated components are simple, assembled in situ is quick, reasonable stress,
The high assembled elevator shaft of assembling degree, which becomes, to be promoted the construction of elevator quick assembling, reduces to ambient enviroment and resident's life
The problem of influencing urgent need to resolve living.
Summary of the invention
To overcome above-mentioned deficiency, the object of the present invention is to provide a kind of basis and the full module-assembled elevators of steel superstructure
Hoistway, the assembled elevator shaft structure novel is unique, easy for installation, and assembling degree is high, and hoistway with steel structure structure stress closes
Reason, power transmission are simply clear, rigidity is big, and infrastructure seam is tight, waterproof effect is good, securely and reliably, economic and practical.
The technical solution adopted by the present invention to solve the technical problems is:
A kind of basic and full module-assembled elevator shaft of steel superstructure, including basis and hoistway, the basis is pre-
The assembly of system, the fixed built-in fitting in upper end, the hoistway assembled layer by layer upwards by several steel construction standard module units and
At that undermost steel construction standard module unit is affixed by bolt with the built-in fitting.
Further, the basis includes bottom plate, stub, four prefabricated side plates, the bottom plate with stub is prefabricated is integrated,
It is set on the stub there are four groove body, each groove body includes two vertical and horizontal card slots, each prefabricated side
Three face of plate is equipped with tongue and groove, and four prefabricated side plates are assemblied in by the card slot of the tongue and groove and four groove bodies thereon
Together.
Further, the steel construction standard module unit includes 4 root posts, 12 crossbeams and 16 supports, every 4 cross
Beam forms rectangular frame, column and any beam vertical and is fixed at the angle of rectangular frame, is parallel to each other between column, rectangle
All columns are divided into two parts up and down by frame；Support one end is respectively and fixedly connected in the midpoint of opposite sides crossbeam, and the other end is solid
It is connected to the midpoint of two parts column, assume diamond in shape arrangement.
Further, the base plate thickness is not less than 250mm；The wall thickness of the groove body be not less than 100mm, two of groove body
Edge sidewalls are concordant with stub edge；The prefabricated side plate thickness is not less than 250mm, tongue and groove thickness and groove body width thereon
Match.
Further, the stub is set to the four corners of bottom plate, edge of the edge away from the bottom plate outside the stub
Not less than 500mm, stub sectional dimension is not less than 400mm × 400mm, and groove body depth is not less than 300mm, setting at the top of stub
The top of the built-in fitting, built-in fitting is equipped with bolt hole.
Further, the prefabricated side plate tongue and groove is inserted into the groove body at the scene and will be between the two using grouting material
Gap fills real.
Further, waterproof mortar waterproof layer is set in basic inner surface or waterproof roll waterproof is set in basic outer surface
Layer.
Further, column and crossbeam are used in factory is welded to connect, and column welds laterally in crossbeam edge of a wing corresponding position
Ribbed stiffener.
Further, it is arranged on the weak axis facade of column that support is only parallel to each other at two, on the strong axis facade of two columns
Do not arrange that support, support are welded to connect in factory with column and crossbeam.
Further, bolt hole is installed at column upper and lower end position, bolt passes through the bolt hole for two neighboring steel knot
Structure standard module unit is fixed together；The top of upper rectangular frame and the bottom of lower rectangular frame set shear connector, upper,
The position of shear connector on lower rectangular frame is corresponding and is intermeshed.
The invention has the following advantages:
1, steel construction standard module unit uses rhombic supporting, not only good appearance, effectively increases the weak axis of column and stablizes
Bearing capacity increases the rigidity in the weak axis direction of column, while being also convenient for cage guide and fixing.
2, assembled elevator shaft basis and top hoistway frame can be prefabricated in the factory completions, and scene need to be spliced
Installation, assembling degree is high, the duration of traditional elevator hoistway construction is efficiently solved the problems, such as, with existing assembled elevator shaft
Technology is shorter, smaller to surrounding environment influence compared to the duration, and the duration can shorten 50%.
3, assembled elevator shaft uses steel construction standard module unit corresponding with elevator specification and building storey height,
Post end is bolted, the engagement connection of crossbeam edge of a wing shear connector, quick and easy for installation, reliable in quality, and solution has dress
With the problems such as formula elevator shaft prefabricated components are complicated, on-site assembly is cumbersome, whole stress is difficult, structure stress is unreasonable, safety
Reliably, economic and practical.
Detailed description of the invention
Fig. 1, full assembled elevator shaft schematic diagram
Fig. 2, assembled elevator basic schematic
Fig. 3, assembled elevator shaft steel construction standard module cell schematics
Fig. 4, the strong axis elevation of assembled elevator shaft steel construction standard module unit steel column
Fig. 5, the weak axis elevation of assembled elevator shaft steel construction standard module unit steel column
Fig. 6, assembled elevator shaft frame module cell floor plan
Fig. 7, assembled elevator shaft steel construction standard module unit spliced schematic diagram
Fig. 8, assembled elevator shaft frame module stitching portion girder steel shear connector organigram
In figure, 1 sole plate；2 stubs；3 prefabricated panels；4 tongue and grooves；5 grouting materials；6 built-in fittings；7 steel construction standard modules
Unit；8 columns；9 crossbeams；10 supports；11 ribbed stiffeners；12 shear connectors；13 bolts hole；14 bolts.
Specific embodiment
In conjunction with the accompanying drawings, the present invention is further explained in detail.
A kind of basis and the full module-assembled elevator shaft of steel superstructure as shown in Figures 1 to 8, including basis and well
Road, the basis is prefabricated assembly, and the fixed built-in fitting 6 in upper end, the hoistway is by several steel construction standard module units
7 are assembled layer by layer upwards, that undermost steel construction standard module unit 7 is affixed by bolt with the built-in fitting 6.
The basis includes bottom plate 1, stub 2, four prefabricated side plates 3, the bottom plate with stub is prefabricated is integrated, the column
It is set on pier there are four groove body 4, each groove body 4 includes two vertical and horizontal card slots, each prefabricated side plate three
Face is equipped with tongue and groove 5, and four prefabricated side plates are assemblied in one by the card slot of the tongue and groove 5 and four groove bodies thereon
It rises.The base plate thickness is not less than 250mm.The stub is set to the four corners of bottom plate, and the edge outside the stub is away from described
The edge of bottom plate is not less than 500mm, and stub sectional dimension is not less than 400mm × 400mm, and groove body depth is not less than 300mm, column
Pier top portion is equipped with anchor bolt 6 or pre-embedded steel slab.The wall thickness of the groove body is not less than 100mm, the two side walls outer edge and column of groove body
Pier edge is concordant.The prefabricated side plate thickness is not less than 250mm, and tongue and groove thickness thereon matches with groove body width.It is described pre-
Side plate tongue and groove processed is inserted into the groove body at the scene and gap between the two is filled real using grouting material.It is set in basic inner surface
It sets waterproof mortar waterproof layer or waterproof roll waterproof layer is set in basic outer surface.
The steel construction standard module unit 7 includes 4 root post, 8,12 crossbeam 9 and 16 piece supports 10, every 4 crossbeams
It forms rectangular frame, column and any beam vertical and is fixed at the angle of rectangular frame, be parallel to each other between column, rectangle frame
All columns are divided into two parts up and down by frame；Support one end is respectively and fixedly connected in the midpoint of opposite sides crossbeam, and the other end is affixed
In the midpoint of two parts column, assume diamond in shape arrangement.Column and crossbeam are used in factory to be welded to connect, and column is on the crossbeam edge of a wing pair
Position is answered to weld transverse stiffener 11.It supports and is arranged on the weak axis facade of column being only parallel to each other at two, two strong axis of column
Do not arrange that support, support are welded to connect in factory with column and crossbeam on facade.Bolt is installed at column upper and lower end position
Hole 13, bolt 14 pass through the bolt hole and two neighboring steel construction standard module unit are fixed together；Upper rectangular frame
Top and the bottom of lower rectangular frame set shear connector 12, and the position of the shear connector on upper and lower rectangular frame is corresponding simultaneously
Intermeshing.
The present invention is not limited to the embodiment, anyone should learn that the structure made under the inspiration of the present invention becomes
Change, the technical schemes that are same or similar to the present invention are fallen within the scope of protection of the present invention.
Technology not described in detail in the present invention, shape, construction portion are well-known technique.
Claims (10)
1. a kind of basis and the full module-assembled elevator shaft of steel superstructure, including basis and hoistway, it is characterised in that: described
Basis be prefabricated assembly, the fixed built-in fitting in upper end (6), the hoistway from several steel construction standard module units (7) to
On be assembled layer by layer, that undermost steel construction standard module unit (7) and the built-in fitting (6) are affixed by bolt.
2. a kind of basis according to claim 1 and the full module-assembled elevator shaft of steel superstructure, it is characterised in that:
The basis includes bottom plate (1), stub (2), four prefabricated side plates (3), the bottom plate with stub is prefabricated is integrated, the stub
On set there are four groove body (4), each groove body (4) includes two vertical and horizontal card slots, each prefabricated side plate
Three faces are equipped with tongue and groove (5), the card slot assembly that four prefabricated side plates pass through the tongue and groove (5) and four groove bodies thereon
Together.
3. a kind of basis according to claim 1 and the full module-assembled elevator shaft of steel superstructure, it is characterised in that:
The steel construction standard module unit (7) includes 4 root posts (8), 12 crossbeams (9) and 16 supports (10), every 4 crossbeam shapes
Rectangular frame, column and any beam vertical and is fixed at the angle of rectangular frame, is parallel to each other between column, rectangular frame
All columns are divided into two parts up and down；Support one end is respectively and fixedly connected in the midpoint of opposite sides crossbeam, and the other end is fixed in
The midpoint of two parts column, assume diamond in shape arrangement.
4. a kind of basis according to claim 2 and the full module-assembled elevator shaft of steel superstructure, it is characterised in that:
The base plate thickness is not less than 250mm；The wall thickness of the groove body is not less than 100mm, the two side walls outer edge and stub of groove body
Edge is concordant；The prefabricated side plate thickness is not less than 250mm, and tongue and groove thickness thereon matches with groove body width.
5. a kind of basis according to claim 2 and the full module-assembled elevator shaft of steel superstructure, it is characterised in that:
The stub is set to the four corners of bottom plate, and edge of the edge away from the bottom plate outside the stub is not less than 500mm, and stub is cut
Face size is not less than 400mm × 400mm, and groove body depth is not less than 300mm, the built-in fitting (6), built-in fitting is arranged at the top of stub
Top be equipped with bolt hole.
6. a kind of basis according to claim 2 and the full module-assembled elevator shaft of steel superstructure, it is characterised in that:
The prefabricated side plate tongue and groove is inserted into the groove body at the scene and gap between the two is filled real using grouting material.
7. a kind of basis according to claim 2 and the full module-assembled elevator shaft of steel superstructure, it is characterised in that:
Waterproof mortar waterproof layer is set in basic inner surface or waterproof roll waterproof layer is set in basic outer surface.
8. a kind of basis according to claim 3 and the full module-assembled elevator shaft of steel superstructure, it is characterised in that:
Column and crossbeam are used in factory to be welded to connect, and column welds transverse stiffener (11) in crossbeam edge of a wing corresponding position.
9. a kind of basis according to claim 3 and the full module-assembled elevator shaft of steel superstructure, it is characterised in that:
Support and arranged on the weak axis facade of column that is only parallel to each other at two, do not arrange support on the strong axis facade of two columns, support and
Column and crossbeam are welded to connect in factory.
10. a kind of basis according to claim 3 and the full module-assembled elevator shaft of steel superstructure, feature exist
In: it is installed bolt hole (13) at column upper and lower end position, bolt (14) passes through the bolt hole for two neighboring steel construction standard
Modular unit is fixed together；The top of upper rectangular frame and the bottom of lower rectangular frame set shear connector (12), upper and lower square
The position of shear connector on shape frame is corresponding and is intermeshed.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201811221782.6A CN109436984A (en) | 2018-10-19 | 2018-10-19 | A kind of basic and full module-assembled elevator shaft of steel superstructure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201811221782.6A CN109436984A (en) | 2018-10-19 | 2018-10-19 | A kind of basic and full module-assembled elevator shaft of steel superstructure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN109436984A true CN109436984A (en) | 2019-03-08 |
Family
ID=65546741
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201811221782.6A Pending CN109436984A (en) | 2018-10-19 | 2018-10-19 | A kind of basic and full module-assembled elevator shaft of steel superstructure |
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| CN (1) | CN109436984A (en) |
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110026823A (en) * | 2019-04-08 | 2019-07-19 | 广东凯兴达建筑科技有限公司 | A kind of Modular electrical stair shaft pipeline production line |
| 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 |
| CN110924630A (en) * | 2019-12-05 | 2020-03-27 | 北京亟光电梯科技有限公司 | Integrated steel structure hoistway with waiting hall and construction process thereof |
| 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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| CN108035374A (en) * | 2017-12-08 | 2018-05-15 | 北京筑福建筑事务有限责任公司 | A kind of prefabricated basic component of the additional elevator of existing building and its construction method |
| CN208964324U (en) * | 2018-10-19 | 2019-06-11 | 山东华茂钢构有限公司 | A kind of full module-assembled elevator shaft |
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| JP2007204218A (en) * | 2006-02-01 | 2007-08-16 | Watahan Technos Kk | Construction method of foundation for elevator shaft, pc foundation used for this and level adjustment beam material |
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Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110026823A (en) * | 2019-04-08 | 2019-07-19 | 广东凯兴达建筑科技有限公司 | A kind of Modular electrical stair shaft pipeline production line |
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| CN110026823B (en) * | 2019-04-08 | 2024-03-19 | 广东凯兴达建筑科技有限公司 | Modularized elevator shaft production line |
| CN110924630A (en) * | 2019-12-05 | 2020-03-27 | 北京亟光电梯科技有限公司 | Integrated steel structure hoistway with waiting hall and construction process thereof |
| 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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