CN106892315A - A kind of additional elevator hoistways of framework assembled - Google Patents
A kind of additional elevator hoistways of framework assembled Download PDFInfo
- Publication number
- CN106892315A CN106892315A CN201710280290.3A CN201710280290A CN106892315A CN 106892315 A CN106892315 A CN 106892315A CN 201710280290 A CN201710280290 A CN 201710280290A CN 106892315 A CN106892315 A CN 106892315A
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- framework
- elevator hoistways
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- building
- additional elevator
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- 239000004570 mortar (masonry) Substances 0.000 claims abstract description 6
- 230000002787 reinforcement Effects 0.000 claims description 18
- 230000009545 invasion Effects 0.000 claims description 5
- 229910052751 metal Inorganic materials 0.000 claims description 3
- 239000002184 metal Substances 0.000 claims description 3
- 229910000831 Steel Inorganic materials 0.000 claims description 2
- 239000007769 metal material Substances 0.000 claims description 2
- 229910052755 nonmetal Inorganic materials 0.000 claims description 2
- 239000010959 steel Substances 0.000 claims description 2
- 239000011230 binding agent Substances 0.000 claims 1
- 239000004744 fabric Substances 0.000 claims 1
- 210000003205 muscle Anatomy 0.000 claims 1
- 238000010008 shearing Methods 0.000 claims 1
- 238000002347 injection Methods 0.000 abstract description 3
- 239000007924 injection Substances 0.000 abstract description 3
- 238000009434 installation Methods 0.000 abstract description 3
- 238000007493 shaping process Methods 0.000 abstract description 3
- 238000010276 construction Methods 0.000 description 5
- 239000000463 material Substances 0.000 description 3
- 229910000838 Al alloy Inorganic materials 0.000 description 1
- 210000001015 abdomen Anatomy 0.000 description 1
- 230000032683 aging Effects 0.000 description 1
- 238000005452 bending Methods 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 238000009435 building construction Methods 0.000 description 1
- 238000009430 construction management Methods 0.000 description 1
- 230000007812 deficiency Effects 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 239000011521 glass Substances 0.000 description 1
- 238000000034 method Methods 0.000 description 1
- 230000002093 peripheral effect Effects 0.000 description 1
- 230000001737 promoting effect Effects 0.000 description 1
- 230000001681 protective effect Effects 0.000 description 1
- 230000003014 reinforcing effect Effects 0.000 description 1
- 239000002689 soil Substances 0.000 description 1
- 239000007787 solid Substances 0.000 description 1
- 230000006641 stabilisation Effects 0.000 description 1
- 238000011105 stabilization Methods 0.000 description 1
- 239000002699 waste material 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
Landscapes
- Lift-Guide Devices, And Elevator Ropes And Cables (AREA)
Abstract
The present invention relates to a kind of additional elevator hoistways of framework assembled, including multiple framework sections, described each framework section is rectangular frame, and its inner space matches with lift car；Each framework section cross sectional shape is identical, and is connected with each other with grouting way in end, the elevator hoistways of height needed for being formed；The framework section is connected on building by adhering to truss, it is ensured that the elevator hoistways it is firm.Additional elevator hoistways are resolved into multiple framework knots by the present invention, make it that shaping can be made in factory, scene is arrived again quickly to be connected by pressure injection high-strength mortar or bolt, with simple structure, easy to assembly, connection it is reliable, it is with low cost the features such as, can fully meet the demand of outrigger elevator installation.
Description
Technical field
The present invention relates to a kind of electric elevator installation, especially a kind of elevator hoistways of rear dress elevator, specifically a kind of
The additional elevator hoistways of framework assembled.
Background technology
With the arrival of China's aging society, existing multi-storey residential buildings, office building need to set up additional elevator, so as to old
Year people's life, work.In new building construction, job site autonomous closure is workmen in place, can be by construction
Management each work post workmen of tissue is harmonious, do not interfere with each other, but still has that long in time limit, work efficiency is low, easily ignition calamity, pollution
The problems such as environment, waste of materials；Additional elevator hoistways framework is built by existing building, such as scene is still using traditional cast-in-place mixed
Solidifying soil organizes welded steel structured method of construction, not only there is above mentioned problem, and easily disturbs the use of existing building, and with build
Build resident family and produce many contradictions.Accordingly, it would be desirable to designing, a kind of construction is quick, be easy to field management, the elevator hoistways of assembly rate high,
To meet the demand in market.
The content of the invention
The purpose of the present invention is directed to the deficiencies in the prior art, there is provided a kind of additional elevator hoistways of framework assembled, its frame
Frame section can pour shaping in factory, quickly be connected by pressure injection high-strength mortar or bolt at the scene, simple structure, assembling
Conveniently, connect reliable, with low cost, fully meet the construction requirement of additional elevator hoistways.
The technical scheme is that：
A kind of additional elevator hoistways of framework assembled, including multiple framework sections, described each framework section are rectangular frame, in it
Portion space matches with lift car；Each framework section cross sectional shape is identical, and is connected with each other with grouting way in end, shape
Into the elevator hoistways of required height；The framework section is connected on building by adhering to truss, it is ensured that the elevator hoistways
It is firm.
Further, the framework section includes bottom framework section, standard card cage section and top frame section；The height of the bottom framework section
Degree is adapted with hoistway foundation surface level and building bottom floor height；The height of the standard card cage section is building
Two index bed floor heights；The height of the top frame section is highly adapted with the elevator hoistways design height and elevator(lift) machine room.
Further, the framework section includes four columns being located at respectively on rectangle corner, constitutes four facades；Wherein
Four linking beams for being equally spaced and being connected with adjacent upright posts are respectively equipped with three facades outwardly, towards building
4th facade is provided with two tie-beams；The distance between described each linking beam is 1/2 index bed floor height；Two companies
Beam is connect to be flushed with other facades interior root from lower to upper and the 4th linking beam respectively, and its upper surface is stopped with the stair of building
Breath platform upper surface is contour, to constitute door opening.
Further, the section of the linking beam is less than column section, and alien invasion and the column of linking beam alien invasion
Concordantly, increasing the inner space of framework.
Further, it is equipped with a main reinforcement in every root post；Along long to symmetrical by the tie point of the main reinforcement
A piece shear reinforcement in parallel is set；The every diameter of shear reinforcement is identical with the diameter of the main reinforcement, and length is certainly
30 times of body diameter.
Further, the end of the column is centrally located two-way truncated rectangular pyramids shrinkage pool respectively, can be when framework section is connected
Shear key is formed to high-strength mortar is injected in the shrinkage pool.
Further, the attachment truss includes joist body, and is laid on laying walkway board and erection on the joist body
In the railing of the joist body both sides；The joist body includes two parallel longitudinal rods, and many diagonal web members and horizontal abdomen are provided with therebetween
Bar, constitutes level triangle Stability Analysis of Structures system.
Further, the longitudinal rod is respectively arranged at two ends with outer connecting pin and interior connecting pin, and passes through built-in fitting respectively
It is connected with the column and the stair landing of the framework section with bar planting bolt pair；The built-in fitting includes panel, in it
Side is welded with many drag hooks and a nut；The panel is provided with the through hole relative with the nut, be easy to outside the panel
The bolt connection of side, and the outer connecting pin is fixed on the panel；Tray is welded with the outer surface of the panel, with
Just outer connecting pin described in rest；The interior connecting pin is provided with breach, and position relative with the bar planting bolt pair is inserted during to install
Hang.
Further, the walkway board is made up of metal or nonmetallic materials, and is arranged on the truss body surface with screw
Face；Or, formed the joist body surface is cast-in-place with concrete.
Beneficial effects of the present invention：
Additional elevator hoistways are resolved into multiple uiform section framework sections by the present invention, make it that shaping can be poured in factory, then to now
Quickly connected by pressure injection high-strength mortar and bolt, with simple structure, easy to assembly, connection is reliable, construction is quick,
Save material, it is with low cost, several pollution-free the features such as, can fully meet the demand for having and building additional elevator rapid construction.
Brief description of the drawings
Fig. 1 is the vertical cross section after present invention assembling.
Fig. 2 is the E-E horizontal sectional drawings of Fig. 1 of the present invention.
Fig. 3 is the D-D horizontal sectional drawings of Fig. 1 of the present invention.
Fig. 4 is the partial enlarged drawing at A in Fig. 1 of the present invention.
Fig. 5 is the B partial enlarged drawings in Fig. 1 of the present invention.
Fig. 6 is the C partial enlarged drawings in Fig. 1 of the present invention.
Fig. 7 is F-F profiles in Fig. 6 of the present invention.
Wherein：1- hoistways foundation, 2- bottom frameworks section, 3- lift cars, 4- standard card cages section, 4-1- columns, 4-1-
1- main reinforcements, 4-1-2- shear reinforcements, 4-1-3- shear keies, 4-2- linking beams, 4-3- tie-beams, 5- top frames section, 6- top covers,
7- attachments truss, 7-1- joist bodies, 7-1-1- longitudinal rods, 7-1-2- diagonal web members, the horizontal web members of 7-1-3-, the outer connecting pins of 7-1-4-,
Connecting pin, 7-1-7- breach, 7-2- walkway boards, 7-3- railings, 8- buildings, 8-1- stair landings, 9- are pre- in 7-1-6-
Embedded part, 9-1- drag hooks, 9-2- nuts, 9-3- panels, 9-4- trays, 10- bar plantings bolt pair, 11- peripheries backplate.
Specific embodiment
The present invention is further illustrated with reference to the accompanying drawings and examples.
As shown in figure 1, a kind of additional elevator hoistways of framework assembled, including multiple framework sections.Described each framework section is equal
It is rectangular frame, its inner space matches with lift car 3；The cross sectional shape of each framework section is identical, and end with
Grouting way is connected with each other, the elevator hoistways of height needed for being formed；The elevator hoistways are by adhering to truss 7 to be not more than building
8 two spacing of floor height are fixed with building 8 with bolt drawknot, can both improve the stationarity that elevator is used, and can also avoid drawknot
Point be located at span centre, internal force is excessive and damage the structure of hoistway framework and building 8, it is ensured that the elevator hoistways consolidate.
The framework section includes bottom framework section 2, standard card cage section 4 and top frame section 5；The height of the bottom framework section 2 with
Hoistway foundation 1 and the bottom floor height of building 8 are adapted；The height of the standard card cage section 4 is two standards of building 8
It is high layer by layer；The height of the top frame section 5 plans that height and elevator(lift) machine room are highly adapted with the elevator hoistways.The top frame
Top cover 6 can be also installed on frame section 5, the globality and protective of structure is improved.
As shown in Figures 2 and 3, the framework section includes four column 4-1 being located at respectively on rectangle corner, constitutes four
Facade.Wherein, four linking beams for being equally spaced and being connected with adjacent upright posts 4-1 are respectively equipped with three facades outwardly
4-2, two tie-beam 4-3 are provided with towards the 4th facade of building.The distance between described each linking beam 4-2 is 1/
2 index bed floor heights.Two tie-beam 4-3 are neat with other facades interior root from lower to upper and the 4th linking beam 4-2 respectively
It is flat, and its upper surface is contour with the stair landing 8-1 upper surfaces of building, to constitute door opening.
As shown in Fig. 2 the distance of each its nearest linking beam 4-2 of framework section threshold value is identical, each framework section can be made
The cantilever span of column 4-1 is equal and shorter, with certain bending strength, it is hardly damaged in transit.Meanwhile,
Linking beam 4-2 minimum numbers can be made, with reduces cost.
As shown in figure 4, being equipped with a main reinforcement 4-1-1 in every root post 4-1.The connection of main reinforcement 4-1-1
Point it is other along long to being symmetrical arranged a shear reinforcement 4-1-2 in parallel.The every diameter of shear reinforcement 4-1-2 and the master
The diameter of reinforcing bar 4-1-1 is identical, and length is 30 times of diameter itself, can make up column 4-1 on tie point because of main reinforcement 4-1-1
The loss of shear resistance caused by disconnecting.Truncated rectangular pyramids shrinkage pool placed in the middle is respectively equipped with the described end face of column 4-1, and in frame
To high-strength mortar is injected in the shrinkage pool when frame section is connected, shear key 4-1-3 is formed, column 4-1 can be increased in connection faying face
The ability of upper resistance horizontal shear, and the horizontal shear that main reinforcement 4-1-1 bears can be reduced, increase bearing for main reinforcement 4-1-1
Axle draws the safety stock of ability.
As depicted in figs. 1 and 2, the attachment truss includes joist body 7-1, and is laid on aisle on joist body 7-1
The plate 7-2 and railing 7-3 for being set up in joist body 7-1 both sides；The joist body 7-1 includes two parallel longitudinal rod 7-1-1,
Many diagonal web member 7-1-2 and horizontal web member 7-1-3 are provided with therebetween, level triangle Stability Analysis of Structures system is constituted, it is ensured that attachment purlin
The structural stability and elevator hoistways of frame 7 overall structure stabilization and rigidity in use.The walkway board 7-2 is by metal or non-
Metal material is made, and is arranged on the joist body 7-1 surfaces with screw；Or, with concrete on the joist body 7-1 surfaces
It is cast-in-place to form, and the grafting railing 7-3 on the staking out 7-1-5 of aisle both sides longitudinal rod 7-1-1 upper surfaces prewelding, and it is solid with screw
It is fixed.
As shown in Fig. 5, Fig. 6 and Fig. 7, the longitudinal rod 7-1-1's is respectively arranged at two ends with outer connecting pin 7-1-4 and interior connection
Pin 7-1-6, and it is flat with stair rest with the column 4-1 of the framework section by built-in fitting 9 and bar planting bolt pair 10 respectively
Platform 8-1 is connected.The built-in fitting 9 includes panel 9-3, and its inner side is welded with a many drag hook 9-1 and nut 9-2.The panel
9-3 is provided with the through hole relative with the nut 9-2, be easy to the bolt connection on the outside of the panel 9-3, and by the outer company
Pin 7-1-4 is fixed on the panel 9-3.Tray 9-4 is welded with the outer surface of panel 9-3, so as to described in rest
Outer connecting pin 7-1-4.The interior connecting pin 7-1-6 is provided with breach 7-1-7, with the phase of bar planting bolt pair 10 during to install
Contraposition is inserted and hung.
Such as Fig. 1, the additional elevator hoistways alien invasion of this framework assembled can be by user's request installation glass curtain wall, aluminium alloy curtain
Wall or other opaque nonmetallic peripheral backplates 11.
The present invention have assembly rate it is high and install it is quick the characteristics of, can material-saving, energy-conserving and environment-protective, and, to resident family
Influence is small, with promotional value very high.
Part that the present invention does not relate to is same as the prior art or can be realized using prior art.
Claims (9)
1. a kind of additional elevator hoistways of framework assembled, including multiple framework sections, it is characterized in that described each framework section is square
Shape framework, its inner space matches with lift car；Each framework section cross sectional shape is identical, and in end with grouting way
It is connected with each other, the elevator hoistways of height needed for being formed；The framework section is connected on building by adhering to truss, it is ensured that described
Elevator hoistways it is firm.
2. additional elevator hoistways of framework assembled according to claim 1, it is characterized in that the framework section includes bottom framework
Section, standard card cage section and top frame section；The height of the bottom framework section and hoistway foundation surface level and building bottom
Floor height is adapted；The height of the standard card cage section is two index bed floor heights of building；The height of the top frame section with
The elevator hoistways design height and elevator(lift) machine room are highly adapted.
3. additional elevator hoistways of framework assembled according to claim 1, it is characterized in that the framework section includes four pieces points
Column that Wei Yu be on rectangle corner, constitutes four facades；Four equidistant point is respectively equipped with three facades wherein outwardly
Cloth and the linking beam being connected with adjacent upright posts, two tie-beams are provided with towards the 4th facade of building；It is described respectively to connect
The distance between binder is 1/2 index bed floor height；Two tie-beams respectively with other facades interior root from lower to upper and
4th linking beam is flushed, and its upper surface is contour with the stair landing upper surface of building, to constitute door opening.
4. additional elevator hoistways of framework assembled according to claim 1, it is characterized in that the section of the linking beam is less than
Column section, and the alien invasion of linking beam and the alien invasion of column are concordant, to increase the inner space of framework.
5. additional elevator hoistways of framework assembled according to claim 1, it is characterized in that it is described per root post in be equipped with
A piece main reinforcement；Along long to being symmetrical arranged a shear reinforcement in parallel by the tie point of the main reinforcement；Every shearing resistance steel
The diameter of muscle is identical with the diameter of the main reinforcement, and length is 30 times of diameter itself.
6. additional elevator hoistways of framework assembled according to claim 1, it is characterized in that the end of the column occupies respectively
It is middle that two-way truncated rectangular pyramids shrinkage pool is set, shear key can be formed to high-strength mortar is injected in the shrinkage pool when framework section is connected.
7. additional elevator hoistways of framework assembled according to claim 1, it is characterized in that the attachment truss includes truss
Body, and it is laid on laying walkway board and the railing for being set up in the joist body both sides on the joist body；The joist body includes two
The parallel longitudinal rod of root, is provided with many diagonal web members and horizontal web member therebetween, constitutes level triangle Stability Analysis of Structures system.
8. additional elevator hoistways of framework assembled according to claim 7, it is characterized in that the two ends difference of the longitudinal rod
Outer connecting pin and interior connecting pin are provided with, and pass through the column and the building of built-in fitting and bar planting bolt pair and the framework section respectively
Terraced half space connection；The built-in fitting includes panel, and its inner side is welded with many drag hooks and a nut；The panel is provided with
The through hole relative with the nut, is easy to the bolt connection with the panels outside, and the outer connecting pin is fixed on described
On panel；Tray is welded with the outer surface of the panel, so as to outer connecting pin described in rest；The interior connecting pin is provided with scarce
Mouthful, position relative with the bar planting bolt pair is inserted and is hung during to install.
9. additional elevator hoistways of framework assembled according to claim 7, it is characterized in that the walkway board is by metal or non-
Metal material is made, and is arranged on the joist body surface with screw；Or, with concrete the joist body surface it is cast-in-place and
Into.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201710280290.3A CN106892315A (en) | 2017-04-26 | 2017-04-26 | A kind of additional elevator hoistways of framework assembled |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201710280290.3A CN106892315A (en) | 2017-04-26 | 2017-04-26 | A kind of additional elevator hoistways of framework assembled |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN106892315A true CN106892315A (en) | 2017-06-27 |
Family
ID=59197049
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201710280290.3A Pending CN106892315A (en) | 2017-04-26 | 2017-04-26 | A kind of additional elevator hoistways of framework assembled |
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| Country | Link |
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| CN (1) | CN106892315A (en) |
Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107215747A (en) * | 2017-08-01 | 2017-09-29 | 苏州德奥电梯有限公司 | A kind of outer elevator hoistways and wall body fixing device |
| CN108609457A (en) * | 2018-03-22 | 2018-10-02 | 福建省力霸机械科技有限公司 | a kind of construction elevator |
| CN109384122A (en) * | 2018-12-14 | 2019-02-26 | 重庆迈高电梯有限公司 | A kind of template type splicing elevator hoistway with steel structure |
| CN109436990A (en) * | 2018-12-14 | 2019-03-08 | 重庆迈高电梯有限公司 | A kind of elevator shaft regulating device |
| CN109440921A (en) * | 2018-12-14 | 2019-03-08 | 重庆迈高电梯有限公司 | A kind of elevator shelter bridge |
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| US20010003887A1 (en) * | 1999-12-16 | 2001-06-21 | Christoph Liebetrau | Elevator hoistway |
| JP2004352458A (en) * | 2003-05-29 | 2004-12-16 | Ohbayashi Corp | Method for construction of elevator shaft structure |
| CN101792083A (en) * | 2010-03-12 | 2010-08-04 | 南通建筑工程总承包有限公司 | Horizontal connecting node for elevator shaft |
| CN102060222A (en) * | 2011-01-04 | 2011-05-18 | 张向阳 | Elevator assembled by utilizing combination type derrick |
| CN103381986A (en) * | 2013-07-01 | 2013-11-06 | 浙江西子重工机械有限公司 | Pre-assembled elevator |
| CN104775545A (en) * | 2015-03-09 | 2015-07-15 | 沈阳建筑大学 | Novel disassembling component for assembling type concrete frame and shear wall structure and connecting method |
| WO2016118496A1 (en) * | 2015-01-21 | 2016-07-28 | Otis Elevator Company | Assembly for actuating an elevator car brake |
| CN106049826A (en) * | 2016-07-06 | 2016-10-26 | 南京市莱茵帝得电梯有限公司 | Prefabricated type elevator shaft |
| CN206783059U (en) * | 2017-04-26 | 2017-12-22 | 万勇 | A kind of additional elevator hoistways of framework assembled |
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2017
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| US20010003887A1 (en) * | 1999-12-16 | 2001-06-21 | Christoph Liebetrau | Elevator hoistway |
| JP2004352458A (en) * | 2003-05-29 | 2004-12-16 | Ohbayashi Corp | Method for construction of elevator shaft structure |
| CN101792083A (en) * | 2010-03-12 | 2010-08-04 | 南通建筑工程总承包有限公司 | Horizontal connecting node for elevator shaft |
| CN102060222A (en) * | 2011-01-04 | 2011-05-18 | 张向阳 | Elevator assembled by utilizing combination type derrick |
| CN103381986A (en) * | 2013-07-01 | 2013-11-06 | 浙江西子重工机械有限公司 | Pre-assembled elevator |
| WO2016118496A1 (en) * | 2015-01-21 | 2016-07-28 | Otis Elevator Company | Assembly for actuating an elevator car brake |
| CN104775545A (en) * | 2015-03-09 | 2015-07-15 | 沈阳建筑大学 | Novel disassembling component for assembling type concrete frame and shear wall structure and connecting method |
| CN106049826A (en) * | 2016-07-06 | 2016-10-26 | 南京市莱茵帝得电梯有限公司 | Prefabricated type elevator shaft |
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Cited By (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107215747A (en) * | 2017-08-01 | 2017-09-29 | 苏州德奥电梯有限公司 | A kind of outer elevator hoistways and wall body fixing device |
| CN108609457A (en) * | 2018-03-22 | 2018-10-02 | 福建省力霸机械科技有限公司 | a kind of construction elevator |
| CN109384122A (en) * | 2018-12-14 | 2019-02-26 | 重庆迈高电梯有限公司 | A kind of template type splicing elevator hoistway with steel structure |
| CN109436990A (en) * | 2018-12-14 | 2019-03-08 | 重庆迈高电梯有限公司 | A kind of elevator shaft regulating device |
| CN109440921A (en) * | 2018-12-14 | 2019-03-08 | 重庆迈高电梯有限公司 | A kind of elevator shelter bridge |
| CN109384122B (en) * | 2018-12-14 | 2023-09-26 | 重庆迈高电梯有限公司 | Template formula concatenation elevator steel construction well |
| CN109436990B (en) * | 2018-12-14 | 2023-09-26 | 重庆迈高电梯有限公司 | Elevator well adjusting device |
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| PB01 | Publication | ||
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| SE01 | Entry into force of request for substantive examination | ||
| RJ01 | Rejection of invention patent application after publication | ||
| RJ01 | Rejection of invention patent application after publication |
Application publication date: 20170627 |