CN107060275A - A kind of modularization elevator hoistways construction technology - Google Patents
A kind of modularization elevator hoistways construction technology Download PDFInfo
- Publication number
- CN107060275A CN107060275A CN201710384600.6A CN201710384600A CN107060275A CN 107060275 A CN107060275 A CN 107060275A CN 201710384600 A CN201710384600 A CN 201710384600A CN 107060275 A CN107060275 A CN 107060275A
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- elevator hoistways
- monomer
- modularization
- modularization elevator
- steel
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- 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
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D27/00—Foundations as substructures
- E02D27/32—Foundations for special purposes
-
- 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)
- Life Sciences & Earth Sciences (AREA)
- General Life Sciences & Earth Sciences (AREA)
- Mining & Mineral Resources (AREA)
- Paleontology (AREA)
- General Engineering & Computer Science (AREA)
- Lift-Guide Devices, And Elevator Ropes And Cables (AREA)
Abstract
The invention discloses invent a kind of modularization elevator hoistways construction technology, including building elevator hoistways basis, link block elevator hoistways monomer, stuck-module elevator hoistways monomer and erection Steel corridor, wherein concrete caisson, modularization elevator hoistways monomer and Steel corridor are outer prefabricated using scene, and the alternately lifting connection of modularization elevator hoistways monomer and Steel corridor, it is welded and fixed after being docked between two modularization elevator hoistways monomers by batten plate, carry out to existing building using the present invention plus build elevator hoistways that there is easy construction, the characteristics of docking is quick and cost-effective, effectively shorten construction period, avoid the phenomenon that traditional construction disturbs residents and environmental disruption is serious, in addition, Steel corridor instead of the effect of traditional scaffold, and solve the problem of scaffold dismounting wastes time and energy artificial, and with safety guarantee.
Description
【Technical field】
The present invention relates to elevator hoistways, especially a kind of modularization elevator hoistways construction technology.
【Background technology】
Requirement more and more higher with people to living environment, including trip facility, and China comes into population at present
The aging stage, but the 80s and 90s in last century building is built in, it is general to be much higher than 7 layers of houses and elevator is not installed, be
This, has a strong impact on people's facility trip, particularly the elderly, and the existing building, which adds, to be built elevator problem and increasingly cause the common people's
Concern, as a social concern urgently to be resolved hurrily.Traditional existing building sets up elevator and is mainly the brick for using site operation
Mixed structure and steel construction are as elevator hoistways, and civil engineering installs lift facility again after finishing, and add construction method using the tradition, its
There is long construction period, scene is chaotic, noise is big and disturbs the defect of resident's normal life, and destroy ring arround existing building
Border, or even can also bring potential safety hazard to resident.
The present invention is researched and proposed in view of the shortcomings of the prior art.
【The content of the invention】
The technical problem to be solved in the present invention is to provide a kind of this modularization elevator hoistways construction technology, including build elevator
Hoistway basis, link block elevator hoistways monomer, stuck-module elevator hoistways monomer and erection Steel corridor, wherein mixed
Solidifying soil caisson, modularization elevator hoistways monomer and Steel corridor are outer prefabricated using scene, and modularization elevator hoistways monomer and
It is welded and fixed after being docked between Steel corridor alternately lifting connection, two modularization elevator hoistways monomers by batten plate, using this
Invention carries out plus built the characteristics of elevator hoistways have easy construction, dock quick and cost-effective to existing building, effectively shortens
Construction period, it is to avoid the phenomenon that traditional construction disturbs residents and environmental disruption is serious, in addition, Steel corridor instead of traditional pin
The effect of hand cradle, and the problem of scaffold dismounting wastes time and energy artificial is solved, and with safety guarantee.
In order to solve the above technical problems, a kind of modularization elevator hoistways construction technology of the invention, comprises the following steps：
A, structure elevator hoistways basis：Successively carry out pouring pile according to design requirement and hold in elevator hoistways job site
Arrangement of reinforcement in platform, the pile is extended on cushion cap, and is connected with the arrangement of reinforcement in cushion cap, and the arrangement of reinforcement part in the cushion cap is stretched out
Its upper surface；Then, the prefabricated concrete caisson arrangement of reinforcement reserved with cushion cap upper surface will be completed in advance to be connected, pour again
Build concrete cushion cap and concrete caisson are fixed as one, and foundation bolt is preset with the concrete caisson；
B, link block elevator hoistways monomer：Lifting completes prefabricated modularization elevator hoistways monomer in advance, by mixed
The foundation bolt of solidifying soil caisson is connected with modularization elevator hoistways monomer lower end, leads between two modularization elevator hoistways monomers
Cross stem and be oriented to docking so that the channel-section steel and another modularization elevator hoistways monomer of two docking modularization elevator hoistways monomer upper ends
The channel-section steel of lower end is fastened；
Channel-section steel between C, stuck-module elevator hoistways monomer, adjacent two modularizations elevator hoistways monomer circumferentially side
It is welded and fixed by batten plate；
Steel construction is set up between D, erection Steel corridor, the modularization elevator hoistways monomer and building to completing docking
Vestibule, and it is fixed, then alternately lift and connect installation of modular elevator hoistways monomer with setting up Steel corridor.
The modularization elevator hoistways monomer includes the logical hollow hoistway unit surrounded of vertical side by steel, and two is adjacent
The vertical side is led between upper end and is fixedly connected with channel-section steel between lower end, and the channel-section steel of the hoistway unit upper and lower end
Groove is dorsad set, the hoistway cell side Middle face and positioned at adjacent two vertical sides it is logical between to be fixed with transverse direction side logical.
The hoistway unit one side and positioned at channel-section steel and transverse direction side are logical diagonally hold between be fixed with diagonal brace, the hoistway
On the relative another side of unit and positioned at two vertical sides it is logical between be fixed with roof beam structure.
The hoistway unit one side is provided with two diagonal braces, and diagonal brace described in two intersects setting.
The roof beam structure includes upper beam and underbeam, the upper beam and underbeam be located at respectively transverse direction side lead to above and below both sides, it is and described
Vertical beam is vertically provided between underbeam and channel-section steel between upper beam and transverse direction side are logical.
The hoistway unit side is embedded with glass curtain wall.
The stem epimere portion is connected in frustum of a pyramid structure for being oriented to, and the stem hypomere portion is in then prism structure,
During connection, modularization elevator hoistways monomer upper end is fixed in the stem hypomere portion, when the docking of two modularization elevator hoistways monomers
When, the stem epimere portion is then oriented to insertion corresponding module elevator hoistways monomer lower end.
The Steel corridor is fixedly connected by bolt with architecture storey and modularization elevator hoistways monomer, and the steel
Structure vestibule upper surface is equipped with anti-skidding bed course.
It is compared with prior art, a kind of modularization elevator hoistways construction technology of the invention, using pre- outside job site
Modularization elevator hoistways monomer processed, Steel corridor and concrete caisson, transport to scene row connection again, while connecting steel construction
Vestibule, when reducing tradition and building Scaffolder, with short construction period, dock quick, safe and reliable and low cost the characteristics of,
Avoid the phenomenon that traditional construction disturbs residents and environmental disruption is serious.
【Brief description of the drawings】
The embodiment to the present invention is described in further detail below in conjunction with the accompanying drawings, wherein：
Fig. 1 is the front view of modularization elevator hoistways in the present invention；
Fig. 2 is the right view of modularization elevator hoistways in the present invention；
The front view that Fig. 3 docks for two modularization elevator hoistways monomers in the present invention；
The right view that Fig. 4 docks for two modularization elevator hoistways monomers in the present invention；
The left view that Fig. 5 docks for two modularization elevator hoistways monomers in the present invention；
The rearview that Fig. 6 docks for two modularization elevator hoistways monomers in the present invention；
The top view that Fig. 7 docks for two modularization elevator hoistways monomers in the present invention；
Fig. 8 is the front view of stem in the present invention；
Fig. 9 is the top view of stem in the present invention；
Figure 10 is the sectional view of foundation structure in the present invention；
Figure 11 is the top view of foundation structure in the present invention.
【Embodiment】
Embodiments of the present invention are elaborated below in conjunction with the accompanying drawings.
A kind of modularization elevator hoistways construction technology of the present invention, as depicted in figs. 1 and 2, to use construction technology of the present invention
Modularization elevator hoistways, i.e., connect to be formed using modularization elevator hoistways monomer, modularization elevator hoistways monomer carries out scene
It is outer prefabricated, site operation efficiency had both been improved, and reduce place space to greatest extent, comprise the following steps：
A, structure elevator hoistways basis：Successively carried out pouring the He of pile 15 according to design requirement in elevator hoistways job site
Arrangement of reinforcement in cushion cap 16, the pile 15 is extended on cushion cap 16, and is connected with the arrangement of reinforcement in cushion cap 16, in the cushion cap 16
Arrangement of reinforcement part is stretched out on surface；Then, prefabricated concrete caisson 17 and matching somebody with somebody that the upper surface of cushion cap 16 is reserved will be completed in advance
Muscle is connected, and cushion cap 16 and concrete caisson 17 are fixed as one by casting concrete again, and in the concrete caisson
Foundation bolt is preset with 17；
B, link block elevator hoistways monomer：Lifting completes prefabricated modularization elevator hoistways monomer in advance, by mixed
The foundation bolt of solidifying soil caisson 17 is connected with modularization elevator hoistways monomer lower end, between two modularization elevator hoistways monomers
It is oriented to and is docked by stem 12 so that the channel-section steel 3 and another Modular electrical stair shaft of two docking modularization elevator hoistways monomer upper ends
The channel-section steel 3 of road monomer lower end is fastened；
Channel-section steel 3 between C, stuck-module elevator hoistways monomer, adjacent two modularizations elevator hoistways monomer circumferentially side
Face is welded and fixed by batten plate 11；
Steel knot is set up between D, erection Steel corridor 13, the modularization elevator hoistways monomer and building to completing docking
Structure vestibule 13, and it is fixed, then alternately lift and connect installation of modular elevator hoistways monomer with setting up Steel corridor 13.
The modularization elevator hoistways monomer includes leading to the 2 hollow hoistway units 1 surrounded, two-phase by the vertical side of steel
The adjacent vertical side is led between 2 upper ends and is fixedly connected with channel-section steel 3, and the groove of the upper and lower end of hoistway unit 1 between lower end
The groove of steel 3 is dorsad set, and transverse direction is fixed with the middle part of the side of hoistway unit 1 and between adjacent two vertical sides logical 2
Side logical 4.
In order to strengthen the bonding strength of hoistway unit 1, as shown in figure 4, in the one side of hoistway unit 1 and positioned at channel-section steel
It is fixed between 3 and the diagonal end in transverse direction side logical 4 on diagonal brace 6, the relative another side of the hoistway unit 1 and vertical positioned at two
Roof beam structure 5 is fixed between side logical 2.As shown in figure 5, the roof beam structure 5 includes upper beam 7 and underbeam 8,8 points of the upper beam 7 and underbeam
Not Wei Yu transverse direction side lead to about 4 both sides, and the upper beam 7 and transverse direction side lead to 4 between vertically set between underbeam 8 and channel-section steel 3
There is vertical beam 9.
In order to improve and balance the force-bearing situation of hoistway unit 1, the one side of hoistway unit 1 is provided with two diagonal braces 6, and two
The diagonal brace 6 intersects setting.
In order to improve installation effectiveness, the side of hoistway unit 1 is embedded with glass curtain wall 10, therefore, can be at the construction field (site)
It is outer to form modularized production, easy construction, dock quick and cost-effective the characteristics of simple with design structure.
The epimere portion of stem 12 is connected in frustum of a pyramid structure for being oriented to, and the hypomere portion of stem 12 is in then prism knot
Structure, during connection, modularization elevator hoistways monomer upper end is fixed in the hypomere portion of stem 12, when two modularization elevator hoistways monomers
During docking, the epimere portion of stem 12 is then oriented to insertion corresponding module elevator hoistways monomer lower end.
The Steel corridor 13 is fixedly connected by bolt with architecture storey and modularization elevator hoistways monomer, and described
The upper surface of Steel corridor 13 is equipped with anti-skidding bed course 14.When lifting hoistway unit 1, the Steel corridor 13 set up then may be used
So that the time for building scaffold is used, therefore reduced when scaffold, cost of labor is reduced.In addition, passing through Steel corridor 13
It is fixedly connected with architecture storey, the connection of modularization elevator hoistways monomer and whole elevator hoistways for further strengthening having docked is strong
Degree, it is ensured that safe and reliable.
As shown in Figure 10 and Figure 11, during site operation, the pile 15 of foundation and the cast in situs of cushion cap 16, and concrete
Caisson 17 is then as outer prefabricated at the construction field (site) such as modularization elevator hoistways monomer, and concrete caisson 17 is carried and connected as cushion cap 16
After fixation, you can lifting modules elevator hoistways monomer is accordingly fixedly connected with Steel corridor 13.Therefore, the present invention one
Kind of modularization elevator hoistways, the characteristics of with short construction period, quick docking and low cost, it is to avoid traditional construction disturbs residents and ring
Serious phenomenon is destroyed in border.
Claims (8)
1. a kind of modularization elevator hoistways construction technology, it is characterised in that comprise the following steps：
A, structure elevator hoistways basis：Successively carry out pouring pile (15) according to design requirement and hold in elevator hoistways job site
Arrangement of reinforcement in platform (16), the pile (15) is extended on cushion cap (16), and is connected with the arrangement of reinforcement in cushion cap (16), the cushion cap
(16) the arrangement of reinforcement part in is stretched out on surface；Then, it will complete in advance on prefabricated concrete caisson (17) and cushion cap (16)
The reserved arrangement of reinforcement in surface is connected, and cushion cap (16) and concrete caisson (17) are fixed as one by casting concrete again, and
Foundation bolt is preset with the concrete caisson (17)；
B, link block elevator hoistways monomer：Lifting completes prefabricated modularization elevator hoistways monomer in advance, passes through concrete
The foundation bolt of caisson (17) is connected with modularization elevator hoistways monomer lower end, leads between two modularization elevator hoistways monomers
Cross stem (12) and be oriented to docking so that the channel-section steel (3) and another modularization elevator of two docking modularization elevator hoistways monomer upper ends
The channel-section steel (3) of hoistway monomer lower end is fastened；
Channel-section steel (3) between C, stuck-module elevator hoistways monomer, adjacent two modularizations elevator hoistways monomer circumferentially side
It is welded and fixed by batten plate (11)；
Steel construction is set up between D, erection Steel corridor (13), the modularization elevator hoistways monomer and building to completing docking
Vestibule (13), and it is fixed, then alternately lift and connect installation of modular elevator hoistways monomer with setting up Steel corridor
(13)。
2. a kind of modularization elevator hoistways construction technology according to claim 1, it is characterised in that the Modular electrical stair shaft
Road monomer includes leading to the hollow hoistway unit (1) that (2) are surrounded by the vertical side of steel, and the two adjacent vertical sides are led on (2)
Channel-section steel (3), and the groove back of the body of the channel-section steel (3) of the hoistway unit (1) upper and lower end are fixedly connected between end and between lower end
It is logical (4) that transverse direction side is fixed with to setting, in the middle part of hoistway unit (1) side and between adjacent two vertical sides logical (2).
3. a kind of modularization elevator hoistways construction technology according to claim 2, it is characterised in that the hoistway unit (1) one
Sideways and lead to positioned at channel-section steel (3) and transverse direction side between (4) are diagonally held and be fixed with diagonal brace (6), the hoistway unit (1) is relative
Roof beam structure (5) is fixed with another side and between two vertical sides logical (2).
4. a kind of modularization elevator hoistways construction technology according to claim 2, it is characterised in that the hoistway unit (1) one
Side is provided with two diagonal braces (6), and diagonal brace described in two (6) intersects setting.
5. a kind of modularization elevator hoistways construction technology according to claim 2, it is characterised in that the roof beam structure (5) includes upper
Beam (7) and underbeam (8), the upper beam (7) and underbeam (8) are located at transverse direction side and lead to (4) both sides, and the upper beam (7) up and down respectively
Lead to transverse direction side and be vertically provided with vertical beam (9) between (4) between underbeam (8) and channel-section steel (3).
6. according to a kind of any one of claim 2-5 modularization elevator hoistways construction technologies, it is characterised in that the hoistway
Unit (1) is embedded with glass curtain wall (10) sideways.
7. a kind of modularization elevator hoistways construction technology according to claim 1, it is characterised in that stem (12) epimere
Portion is connected in frustum of a pyramid structure for being oriented to, and stem (12) the hypomere portion is in then prism structure, during connection, the stem
(12) modularization elevator hoistways monomer upper end is fixed in hypomere portion, when two modularization elevator hoistways monomers are docked, the stem
(12) epimere portion is then oriented to insertion corresponding module elevator hoistways monomer lower end.
8. a kind of modularization elevator hoistways construction technology according to claim 1, it is characterised in that it is characterized in that the steel
Structure vestibule (13) is fixedly connected by bolt with architecture storey and modularization elevator hoistways monomer, and the Steel corridor
(13) upper surface is equipped with anti-skidding bed course (14).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201710384600.6A CN107060275B (en) | 2017-05-26 | 2017-05-26 | Modular elevator shaft construction process |
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201710384600.6A CN107060275B (en) | 2017-05-26 | 2017-05-26 | Modular elevator shaft construction process |
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| CN107060275A true CN107060275A (en) | 2017-08-18 |
| CN107060275B CN107060275B (en) | 2020-01-17 |
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Cited By (12)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107842034A (en) * | 2017-12-04 | 2018-03-27 | 三洋电梯(珠海)有限公司 | A kind of the fast and safe construction system and rapid constructing method on elevator hoistways basis |
| CN108625483A (en) * | 2018-06-29 | 2018-10-09 | 华城(天津)建筑科技有限公司 | A kind of equipment for the additional elevator shaft structure jack-up construction of assembled |
| CN109113306A (en) * | 2018-07-22 | 2019-01-01 | 绿山高科建设科技有限公司 | A kind of modularization elevator shaft and its construction method |
| CN109184150A (en) * | 2018-10-29 | 2019-01-11 | 张云天 | A kind of existing multi-storey building of cold district installs the prefabricated assembled hoistway of elevator and its construction method additional |
| CN109898797A (en) * | 2017-12-08 | 2019-06-18 | 湖北奥尔机械制造有限公司 | A kind of welding process hole for elevator shaft installation |
| 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 |
| CN111188507A (en) * | 2020-01-13 | 2020-05-22 | 余冲 | Corridor structure of elevator hoistway and installation method thereof |
| CN111576466A (en) * | 2020-05-26 | 2020-08-25 | 山东泉顺达装配式建筑有限公司 | Pile beam foundation structure and construction method |
| CN111591858A (en) * | 2020-03-31 | 2020-08-28 | 四川欣佳梯商贸有限公司 | Modularized steel structure elevator shaft and construction method |
| WO2021233504A1 (en) * | 2020-05-18 | 2021-11-25 | Gebhardt Foerdertechnik Gmbh | Method for constructing an elevator, and elevator |
| 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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| CN106703367A (en) * | 2017-03-09 | 2017-05-24 | 广东易佳梯科技有限公司 | Method for constructing additional elevator shaft ways of existing buildings |
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| US6167670B1 (en) * | 1999-04-01 | 2001-01-02 | John Reite | Casing system for dumbwaiters |
| CN2808849Y (en) * | 2005-06-30 | 2006-08-23 | 苏州东南液压电梯有限公司 | Combined frame hoistway |
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Cited By (14)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107842034B (en) * | 2017-12-04 | 2024-01-05 | 三洋电梯(珠海)有限公司 | Quick safety construction system and quick construction method for elevator shaft foundation |
| CN107842034A (en) * | 2017-12-04 | 2018-03-27 | 三洋电梯(珠海)有限公司 | A kind of the fast and safe construction system and rapid constructing method on elevator hoistways basis |
| CN109898797A (en) * | 2017-12-08 | 2019-06-18 | 湖北奥尔机械制造有限公司 | A kind of welding process hole for elevator shaft installation |
| CN108625483A (en) * | 2018-06-29 | 2018-10-09 | 华城(天津)建筑科技有限公司 | A kind of equipment for the additional elevator shaft structure jack-up construction of assembled |
| CN108625483B (en) * | 2018-06-29 | 2024-04-16 | 华城(天津)建筑科技有限公司 | Equipment for jacking construction of assembled additional elevator shaft structure |
| CN109113306A (en) * | 2018-07-22 | 2019-01-01 | 绿山高科建设科技有限公司 | A kind of modularization elevator shaft and its construction method |
| CN109184150A (en) * | 2018-10-29 | 2019-01-11 | 张云天 | A kind of existing multi-storey building of cold district installs the prefabricated assembled hoistway of elevator and its construction method additional |
| 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 |
| CN111188507A (en) * | 2020-01-13 | 2020-05-22 | 余冲 | Corridor structure of elevator hoistway and installation method thereof |
| CN111591858A (en) * | 2020-03-31 | 2020-08-28 | 四川欣佳梯商贸有限公司 | Modularized steel structure elevator shaft and construction method |
| WO2021233504A1 (en) * | 2020-05-18 | 2021-11-25 | Gebhardt Foerdertechnik Gmbh | Method for constructing an elevator, and elevator |
| CN111576466A (en) * | 2020-05-26 | 2020-08-25 | 山东泉顺达装配式建筑有限公司 | Pile beam foundation structure and construction method |
| 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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| CN107060275B (en) | 2020-01-17 |
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