CN117868423A - Construction method of elevator shaft with curtain wall - Google Patents
Construction method of elevator shaft with curtain wall Download PDFInfo
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- CN117868423A CN117868423A CN202310103693.6A CN202310103693A CN117868423A CN 117868423 A CN117868423 A CN 117868423A CN 202310103693 A CN202310103693 A CN 202310103693A CN 117868423 A CN117868423 A CN 117868423A
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- elevator shaft
- upright post
- external wall
- elevator
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- 238000010276 construction Methods 0.000 title claims abstract description 64
- 238000000034 method Methods 0.000 claims abstract description 8
- 239000011521 glass Substances 0.000 claims description 20
- 229910000831 Steel Inorganic materials 0.000 claims description 13
- 239000010959 steel Substances 0.000 claims description 13
- 238000005452 bending Methods 0.000 claims description 6
- 238000007789 sealing Methods 0.000 claims description 6
- 238000012423 maintenance Methods 0.000 abstract description 10
- 230000007774 longterm Effects 0.000 abstract description 4
- 229910052782 aluminium Inorganic materials 0.000 description 9
- XAGFODPZIPBFFR-UHFFFAOYSA-N aluminium Chemical compound [Al] XAGFODPZIPBFFR-UHFFFAOYSA-N 0.000 description 9
- 238000009434 installation Methods 0.000 description 7
- 210000003195 fascia Anatomy 0.000 description 5
- 230000000694 effects Effects 0.000 description 4
- 230000002787 reinforcement Effects 0.000 description 3
- 230000000149 penetrating effect Effects 0.000 description 2
- 230000003014 reinforcing effect Effects 0.000 description 2
- RYGMFSIKBFXOCR-UHFFFAOYSA-N Copper Chemical compound [Cu] RYGMFSIKBFXOCR-UHFFFAOYSA-N 0.000 description 1
- -1 aluminum magnesium manganese Chemical compound 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 229910052802 copper Inorganic materials 0.000 description 1
- 239000010949 copper Substances 0.000 description 1
- 230000007547 defect Effects 0.000 description 1
- 238000013461 design Methods 0.000 description 1
- 210000001503 joint Anatomy 0.000 description 1
- 229910052751 metal Inorganic materials 0.000 description 1
- 239000002184 metal Substances 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 238000009417 prefabrication Methods 0.000 description 1
- 238000012545 processing Methods 0.000 description 1
- 238000006467 substitution reaction Methods 0.000 description 1
- YJVLWFXZVBOFRZ-UHFFFAOYSA-N titanium zinc Chemical compound [Ti].[Zn] YJVLWFXZVBOFRZ-UHFFFAOYSA-N 0.000 description 1
- 238000003466 welding Methods 0.000 description 1
Classifications
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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
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- 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
-
- 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
- E04B1/38—Connections for building structures in general
- E04B1/58—Connections for building structures in general of bar-shaped building elements
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B2/00—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls
- E04B2/88—Curtain walls
- E04B2/96—Curtain walls comprising panels attached to the structure through mullions or transoms
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
- E04G21/00—Preparing, conveying, or working-up building materials or building elements in situ; Other devices or measures for constructional work
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
- E04G23/00—Working measures on existing buildings
- E04G23/02—Repairing, e.g. filling cracks; Restoring; Altering; Enlarging
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- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Physics & Mathematics (AREA)
- Electromagnetism (AREA)
- Mechanical Engineering (AREA)
- Chemical & Material Sciences (AREA)
- Chemical Kinetics & Catalysis (AREA)
- Electrochemistry (AREA)
- Load-Bearing And Curtain Walls (AREA)
Abstract
The invention provides a construction method of an elevator shaft with curtain walls, wherein the construction method adopts a splicing mode at the connecting nodes between the upright posts of the elevator shaft and the connecting nodes between the upright posts and the cross beams of the elevator shaft; the method comprises the steps that edge-wrapping upright posts are respectively arranged on upright posts of an elevator shaft at four corners of the elevator shaft, and outer wall plates are spliced between the adjacent edge-wrapping upright posts; the external wall plates are of an integral structure or formed by splicing the wall plates, the external wall plates on each side of the elevator shaft are detachably connected with the edge-covering upright post and the elevator shaft, and the joint of the external wall plates, the edge-covering upright post and the elevator shaft is positioned on the inner side of the external wall plates; when the external wall panel is formed by splicing the wall panels, the splicing position is positioned at the inner side of the external wall panel. The invention can greatly reduce the construction difficulty and improve the construction efficiency, and can also solve the problems of difficult later maintenance and construction and short service life caused by long-term exposure of the fastener, thereby facilitating later construction and maintenance and greatly improving the service life.
Description
Technical Field
The invention relates to the technical field of elevator shafts, in particular to a construction method of an elevator shaft with curtain walls.
Background
With the continuous improvement of living standard and demand of people, more and more old buildings are additionally provided with elevators, and residents can go upstairs and downstairs conveniently after the elevators are additionally arranged. The elevator is installed outside the old building, the elevator shaft is taken as a main body framework through a steel structure, and a curtain wall fixing structure is installed on the main body framework to form a closed structure.
At present, the elevator installed in the old building needs to have enough space to install, and the installation is installed after the main body framework of the elevator shaft is lifted by the crane handle in the existing elevator installation, and although the main body framework can realize factory standardized prefabrication, the number and the variety of components are multiple, and the connecting nodes of the components need to be welded on site, so that the construction difficulty is high, the construction complexity is high, and the construction efficiency is low.
In addition, after the construction of the main framework is completed, a great amount of high-altitude operation cannot be avoided in the construction of the curtain wall structure, and secondary construction such as scaffold construction and protection engineering construction are performed. The existing elevator well curtain wall structure is formed by splicing aluminum plates, and the concrete structure is as follows: the connecting holes are formed in the upper and lower positions of each aluminum plate, the top of the aluminum plate located below is overlapped with the bottom of the aluminum plate located above, the connecting holes on the two aluminum plates are in butt joint, and then bolts are screwed in, so that the upper aluminum plate and the lower aluminum plate are fixed. This mosaic structure can lead to the bolt to expose in curtain wall construction outside, not only can seriously influence the holistic aesthetic property of elevator, moreover, the connecting hole counterpoint between the adjacent aluminum plate is comparatively troublesome, has promoted elevator installation operating personnel's construction degree of difficulty. Meanwhile, the bolts are exposed out of the curtain wall structure for a long time and are easy to corrode and damage, so that the connection stress of the splicing position of the curtain wall structure and the service life of the curtain wall structure are affected, and the replacement and maintenance of bolt fittings are inconvenient to the outer side of the curtain wall structure, so that the maintenance difficulty is improved.
Disclosure of Invention
The invention aims to overcome the defects and shortcomings in the prior art, and provides a construction method of an elevator shaft with a curtain wall, which can greatly reduce construction difficulty and improve construction efficiency.
In order to achieve the above purpose, the invention is realized by the following technical scheme: a construction method of an elevator shaft with curtain walls, which is characterized in that: the connecting nodes between the upright posts of the elevator well and the connecting nodes between the upright posts and the cross beam of the elevator well are spliced;
the method comprises the steps that edge-wrapping upright posts are respectively arranged on upright posts of an elevator shaft at four corners of the elevator shaft, and outer wall plates are spliced between the adjacent edge-wrapping upright posts; the external wall plates are of an integral structure or formed by splicing the wall plates, the external wall plates on each side of the elevator shaft are detachably connected with the edge-covering upright post and the elevator shaft, and the joint of the external wall plates, the edge-covering upright post and the elevator shaft is positioned on the inner side of the external wall plates; when the external wall panel is formed by splicing the wall panels, the splicing position is positioned at the inner side of the external wall panel.
In the scheme, the main body framework of the elevator shaft is built in a splicing mode, so that a welding procedure of on-site processing is omitted, the construction difficulty of elevator installation can be greatly reduced, and the construction efficiency is improved. In addition, the junction of side fascia and stand and elevator well of borduring is located the inboard of side fascia, and when the side fascia formed by the wallboard concatenation, the concatenation position is located the inboard of side fascia, can effectively solve the problem of leaking outward at the fastener that the concatenation position is connected, and this curtain wall structure can solve the fastener and expose for a long time and lead to the difficult and short problem of life of later stage maintenance construction to be convenient for later stage construction and maintenance also improve curtain life greatly. Meanwhile, the design also has a waterproof function, and rainwater is prevented from entering the elevator shaft. The inner side of the external wall panel refers to the side of the external wall panel facing the elevator hoistway.
The connecting nodes between the upright posts of the elevator shaft are provided with upright post connecting components; the upright post connecting assembly comprises an upright post connecting plate and a first bolt component, wherein the upright post connecting plate is arranged at the upright post connecting part of the adjacent elevator shaft, and the first bolt component penetrates through the upright post connecting plate and the upright post of the elevator shaft and is fastened, so that the splicing of the upright posts of the adjacent elevator shaft is realized.
A connecting assembly is arranged at a connecting node between the upright post and the cross beam of the elevator shaft; the connecting assembly comprises a connecting plate and a bolt part II, the connecting plate is arranged on the elevator shaft upright post, and the elevator shaft cross beam is connected with the connecting plate and the elevator shaft upright post through the bolt part II, so that the splicing of the elevator shaft upright post and the cross beam is realized; the connection node between the uprights and the cross-beams of the elevator hoistway also serves as a connection node for the two elevator hoistway cross-beams.
The upright post of the elevator well and the cross beam of the elevator well are of angle steel structures, and the upright post connecting component and the connecting component are arranged in the elevator well upright post of the angle steel structures.
The main body framework of the elevator shaft is difficult to install and construct, a working platform is built in the elevator shaft, constructors operate on the working platform, adjacent elevator shaft uprights are only required to be overlapped and spliced and fixed through the upright connecting components, and the elevator shaft uprights and two elevator shaft cross beams are connected and fixed through the connecting components after being overlapped.
The construction method comprises the steps that a support buckle component is arranged on the inner side of an external wall board; the outer wall plate is detachably connected with the edge-covering upright post and the elevator shaft through a support buckle component; the external wall board is matched and connected with the groove of the edge-covered upright post after being connected with the support base fastening component, so that the external wall board and the edge-covered upright post form a sealing structure. The outer wall plate and the edge-covering upright post form a sealing structure, so that rainwater can be effectively prevented from penetrating from the joint of the outer wall plate and the edge-covering upright post, the waterproof performance of the outer wall plate is improved, and the problems that the joint of the outer wall plate and the edge-covering upright post is easy to damage due to leakage can be avoided.
The inner side of the outer wall plate is also provided with a second support buckle component and a third support buckle component which are used for increasing the strength of the outer wall plate; the second support buckle component is detachably connected with the first support buckle component; the second support buckle component is connected with a beam of the elevator shaft through the third support buckle component;
when the external wall panel is formed by splicing the wall panels, the joint of the support buckle three component and the support buckle two component is positioned at the splicing position of the external wall panel.
The first support buckle component can be used as a connecting piece of an external wall board, an edge-covered upright post, an elevator well and the second support buckle component. The three components of the support buckle are not only used as structural reinforcement parts of the external wall boards, but also used as connecting pieces for splicing the external wall boards when the external wall boards are formed by splicing the wall boards. The three components of the support buckle are fixed with a cross beam of an elevator shaft by adopting angle steel fasteners.
Glass panels and connecting upright posts are also arranged in each side surface, two side surfaces or three side surfaces of the elevator shaft; one end of each of the two external wallboards is detachably connected with the binding upright post and the elevator shaft, and the other end of each of the two external wallboards is connected with the glass panel through the connecting upright post; the glass panel is positioned between the two external wall panels. The elevator well is provided with glass panels, can effectively improve daylighting effect.
The inner sides of the outer wall plate and the glass panel are provided with a support buckle assembly II for increasing the strength of the outer wall plate; the second support buckle component is detachably connected with the first support buckle component; the connecting upright post is connected with the support buckle two components through the external wall plate. The connecting part of the connecting upright post and the external wall panel is also arranged inside, so that the problems of difficult later maintenance and construction and short service life caused by long-term exposure of a fastener at the connecting part can be solved.
The inner sides of the outer wall plate and the glass panel are also provided with three support buckle components; the second support buckle component is connected with a beam of the elevator shaft through the third support buckle component; the joint of the support buckle three component and the support buckle two component is positioned at the joint of the connecting upright post and the external wall panel;
when the external wall panel is formed by splicing the wall panels, the joint of the support buckle three component and the support buckle two component is positioned at the splicing position of the external wall panel and the joint of the connecting upright post and the external wall panel.
The three components are not only used as structural reinforcement of the external wall panel, but also used as connecting pieces for connecting the upright post and the external wall panel, and when the external wall panel is formed by splicing the wall panels, the three components are also used as connecting pieces for splicing the external wall panel. The three components of the support buckle are fixed with a cross beam of an elevator shaft by adopting angle steel fasteners.
When the external wall panel is of an integral structure, the external wall panel is formed by bending a panel body;
when the external wall panel is formed by splicing the wall panels, the wall panels are formed by bending the plate body, and the wall panels are transversely spliced to form the external wall panel. The outer wallboard bending structure has the wind resistance effect, and simultaneously plays a role of a reinforcing rib.
The external wall board, the glass panel, the connecting upright post, the edge-covering upright post, the first support fastening component, the second support fastening component and the third support fastening component are taken as curtain wall structures of the elevator shaft. According to the construction method, a scaffold is not required to be built outside the elevator shaft, constructors can install the scaffold inside the elevator shaft, the distance between the elevator shaft beams inside the elevator shaft is generally not more than 2 meters, a working platform is convenient to build, and the cost of the scaffold can be saved. In addition, the construction method can also solve the problems that the site road of the old building with the elevator is narrow, the distance between the existing buildings is limited, the operation space is limited due to the interference of surrounding trees, street lamps and the like, the safety measures cannot be ensured, the interference to residents is large and the construction difficulty is large, so that the construction method is suitable for the elevator installation engineering of the old building.
Compared with the prior art, the invention has the following advantages and beneficial effects:
1. the construction method of the elevator shaft with the curtain wall can greatly reduce the construction difficulty and improve the construction efficiency.
2. The construction method can solve the problems of difficult later maintenance and construction and short service life caused by long-term exposure of the fastener, thereby facilitating the later construction and maintenance and greatly improving the service life.
Drawings
Fig. 1 is a schematic view of an elevator hoistway implemented with the construction method of the present invention;
fig. 2 is a cross-sectional view of an elevator hoistway implemented with the construction method of the present invention;
fig. 3 is a schematic view of column splice of an elevator hoistway of the present invention;
fig. 4 is a schematic view of the splice of the columns of the elevator hoistway and the beams of the elevator hoistway of the present invention;
FIG. 5 is an enlarged view at A in FIG. 2;
FIG. 6 is an enlarged view at B in FIG. 2;
wherein, 1 is the stand of borduring, 2 is the side fascia, 3 is glass panel, 4 is the connection stand, 5 is the elevator well, 5.1 is the stand, 5.2 is the crossbeam, 6 is the support and detains first subassembly, 7 is the support and detains second subassembly, 8 is the support and detains three subassemblies, 9 is the stand connecting plate, 10 is bolt part one, 11 is the connecting plate, 12 is bolt part two.
Detailed Description
The invention is described in further detail below with reference to the drawings and the detailed description.
Example 1
As shown in fig. 1 to 6, the construction method of the elevator shaft with curtain wall of the present invention is as follows: the connection nodes between the upright posts 5.1 of the elevator shaft 5 and the connection nodes between the upright posts 5.1 and the cross beams 5.2 of the elevator shaft 5 are spliced;
the method comprises the steps that edge-wrapping upright posts 1 are respectively arranged on upright posts 5.1 of an elevator shaft at four corners of the elevator shaft 5, and outer wall plates 2 are spliced between adjacent edge-wrapping upright posts 1; the outer wall plate 2 is formed by splicing wall plates, and the splicing position is positioned at the inner side of the outer wall plate 2. The external wall panel 2 on each side of the elevator well 5 is detachably connected with the edge-covered upright post 1 and the elevator well 5, and the joint of the external wall panel 2 and the edge-covered upright post 1 and the elevator well 5 is positioned on the inner side of the external wall panel 2.
In addition, in each side, two sides or three sides of the elevator hoistway 5, the present invention is provided with a glass panel 3 and a connecting column 4; one end of each of the two external wall boards 2 is detachably connected with the edge-covered upright post 1 and the elevator shaft 5, the other end of each of the two external wall boards is connected with the glass panel 3 through the connecting upright post 4, and the glass panel 3 is positioned between the two external wall boards 2. The elevator shaft 5 is provided with the glass panel 3, so that the lighting effect can be effectively improved.
According to the construction method, the upright post connecting assembly is arranged at the connecting node between the upright posts 5.1 of the elevator shaft 5, the upright post connecting assembly comprises the upright post connecting plate 9 and the first bolt component 10, the upright post connecting plate 9 is arranged at the connecting position of the upright posts 5.1 of the adjacent elevator shaft, and the first bolt component 10 penetrates through the upright post connecting plate 9 and the upright posts 5.1 of the elevator shaft and is fastened, so that the splicing of the upright posts 5.1 of the adjacent elevator shaft is realized.
According to the construction method, a connecting assembly is arranged at a connecting node between the upright post 5.1 and the cross beam 5.2 of the elevator shaft, the connecting assembly comprises a connecting plate 11 and a bolt part II, the connecting plate 11 is arranged on the upright post 5.1 of the elevator shaft, the cross beam 5.2 of the elevator shaft is connected with the connecting plate 11 and the upright post 5.1 of the elevator shaft through the bolt part II 12, and the splicing of the upright post 5.1 and the cross beam 5.2 of the elevator shaft is realized; the connection node between the upright 5.1 and the cross beam 5.2 of the elevator hoistway also serves as a connection node for the two elevator hoistway cross beams 5.2.
The upright post 5.1 of the elevator shaft and the cross beam 5.2 of the elevator shaft of the embodiment all adopt angle steel structures, and the upright post connecting component and the connecting component are all arranged in the elevator shaft upright post 5.1 of the angle steel structures. The main body framework of the elevator shaft 5 is small in difficulty in installation and construction, a working platform is built in the elevator shaft 5, constructors operate on the working platform, adjacent elevator shaft uprights 5.1 are only required to be overlapped and are spliced and fixed through upright connecting components, the elevator shaft uprights 5.1 and two elevator shaft cross beams 5.2 are connected and fixed through connecting components after being overlapped, in addition, as the upright 5.1 of the elevator shaft and the cross beams 5.2 of the elevator shaft are both in angle steel structures, the upright connecting components and the connecting components are arranged in the elevator shaft uprights 5.1 of the angle steel structures, and constructors can directly install and operate the main body framework of the elevator shaft on the working platform.
The construction method of the invention is that a support buckling component 6 is arranged on the inner side of an external wall board 2, and the external wall board 2 is detachably connected with an edge-covered upright post 1 and an elevator shaft 5 through the support buckling component 6; the external wall board 2 is connected with the support buckling component 6 and then is matched and connected with the groove of the edge covering upright post 1, so that the external wall board 2 and the edge covering upright post 1 form a sealing structure. The outer wall plate 2 and the edge-covering upright post 1 form a sealing structure, so that rainwater can be effectively prevented from penetrating from the joint of the outer wall plate 2 and the edge-covering upright post 1, the waterproof performance of the outer wall plate 2 is improved, and the problems that the joint of the outer wall plate 2 and the edge-covering upright post 1 is easy to damage due to leakage and the like can be avoided. The holder buckle assembly 6 includes a holder buckle and a fastener.
The construction method of the invention is that a second support buckling component 7 and a third support buckling component 8 for increasing the strength of the external wall board 2 are arranged on the inner sides of the external wall board 2 and the glass panel 3, the second support buckling component 7 is detachably connected with the first support buckling component 6, and the connecting upright post 4 is connected with the second support buckling component 7 through the external wall board 2. The connecting part of the connecting upright post 4 and the external wall panel 2 is also arranged inside, so that the problems of difficult later maintenance and construction and short service life caused by long-term exposure of a fastener at the connecting part can be solved. In addition, the second support buckling component 7 is connected with the cross beam 5.2 of the elevator shaft through the third support buckling component 8, and the joint of the third support buckling component 8 and the second support buckling component 7 is located at the joint of the connecting upright post 4 and the external wall plate 2 and the joint of the external wall plate 2. The three components 8 are not only used as structural reinforcement of the external wall panel 2, but also used as connecting pieces for connecting the upright post 4 and the external wall panel 2, and the three components 8 can also be used as connecting pieces for splicing the external wall panel 2. The three components 8 are fixed with the beam 5.2 of the elevator shaft by adopting angle steel fasteners. The second support buckle assembly 7 comprises a second support buckle and a second fastener. The third bracket assembly 8 includes a third bracket and a third fastener.
In order to improve the wind-resistant effect, the wallboard is formed by bending the plate body, and meanwhile, the wallboard also plays a role of a reinforcing rib. The wall panels are transversely spliced to form an external wall panel 2. In order to improve the durability of the external wall panel, the external wall panel 2 is made of a metal plate (e.g., an aluminum magnesium manganese plate, a titanium zinc plate, an aluminum veneer, a copper plate, a color steel plate, etc.).
The external wall plate 2, the glass panel 3, the connecting upright post 4, the edge-covering upright post 1, the first support buckling component 6, the second support buckling component 7 and the third support buckling component 8 are taken as curtain wall structures of the elevator shaft 5, and after a main body framework of the elevator shaft 5 is built, a working platform can be built on the elevator shaft cross beam 5.2, and the curtain wall structures are installed by construction on the working platform. According to the construction method, a scaffold is not required to be built outside the elevator shaft 5, constructors can install the scaffold inside the elevator shaft 5, the distance between the elevator shaft beams 5.2 inside the elevator shaft 5 is generally not more than 2 meters, a working platform is convenient to build, and the cost of the scaffold can be saved. In addition, the construction method can also solve the problems that the site road of the old building with the elevator is narrow, the distance between the existing buildings is limited, the operation space is limited due to the interference of surrounding trees, street lamps and the like, the safety measures cannot be ensured, the interference to residents is large and the construction difficulty is large, so that the construction method is suitable for the elevator installation engineering of the old building.
Example two
The present embodiment differs from the first embodiment only in that: the external wall panel of this embodiment is overall structure.
Other structures of this embodiment are identical to those of the embodiment.
Example III
The present embodiment differs from the first embodiment only in that: according to the construction method, the glass panels are not arranged, the edge covering upright posts are only arranged on the upright posts of the elevator shaft at the four corners of the elevator shaft respectively, and the external wall boards are spliced between the adjacent edge covering upright posts. The edge-covering upright post is detachably connected with the elevator shaft, the external wall plates are of an integral structure or are formed by splicing wall plates and are arranged on the periphery of the outer side of the elevator shaft, the external wall plates on each side of the elevator shaft are detachably connected with the edge-covering upright post and the elevator shaft, and the connecting positions of the external wall plates, the edge-covering upright post and the elevator shaft are located on the inner side of the external wall plates; when the external wall panel is formed by splicing the wall panels, the splicing position is positioned at the inner side of the external wall panel.
The construction method of the embodiment further comprises the step of arranging a support buckling component on the inner side of the outer wall plate, and the outer wall plate is detachably connected with the edge-covering upright post and the elevator shaft through the support buckling component. The external wall board is matched and connected with the groove of the edge-covered upright post after being connected with the support base fastening component, so that the external wall board and the edge-covered upright post form a sealing structure.
The construction method of the embodiment further comprises the step of arranging a second support buckling component used for increasing the strength of the external wall board on the inner side of the external wall board, and the second support buckling component is detachably connected with the first support buckling component.
The construction method of the embodiment also comprises the steps that a support buckle three component is arranged on the inner side of the outer wall plate, and a support buckle two component is connected with a beam of an elevator shaft through the support buckle three component; when the external wall panel is formed by splicing the wall panels, the joint of the support buckle three component and the support buckle two component is positioned at the splicing position of the external wall panel.
Other structures of this embodiment are identical to those of the embodiment.
The above examples are preferred embodiments of the present invention, but the embodiments of the present invention are not limited to the above examples, and any other changes, modifications, substitutions, combinations, and simplifications that do not depart from the spirit and principle of the present invention should be made in the equivalent manner, and the embodiments are included in the protection scope of the present invention.
Claims (10)
1. A construction method of an elevator shaft with curtain walls, which is characterized in that: the connecting nodes between the upright posts of the elevator well and the connecting nodes between the upright posts and the cross beam of the elevator well are spliced;
the method comprises the steps that edge-wrapping upright posts are respectively arranged on upright posts of an elevator shaft at four corners of the elevator shaft, and outer wall plates are spliced between the adjacent edge-wrapping upright posts; the external wall plates are of an integral structure or formed by splicing the wall plates, the external wall plates on each side of the elevator shaft are detachably connected with the edge-covering upright post and the elevator shaft, and the joint of the external wall plates, the edge-covering upright post and the elevator shaft is positioned on the inner side of the external wall plates; when the external wall panel is formed by splicing the wall panels, the splicing position is positioned at the inner side of the external wall panel.
2. The construction method of an elevator hoistway with curtain wall according to claim 1, wherein: the connecting nodes between the upright posts of the elevator shaft are provided with upright post connecting components; the upright post connecting assembly comprises an upright post connecting plate and a first bolt component, wherein the upright post connecting plate is arranged at the upright post connecting part of the adjacent elevator shaft, and the first bolt component penetrates through the upright post connecting plate and the upright post of the elevator shaft and is fastened, so that the splicing of the upright posts of the adjacent elevator shaft is realized.
3. The construction method of an elevator hoistway with curtain wall according to claim 2, wherein: a connecting assembly is arranged at a connecting node between the upright post and the cross beam of the elevator shaft; the connecting assembly comprises a connecting plate and a bolt part II, the connecting plate is arranged on the elevator shaft upright post, and the elevator shaft cross beam is connected with the connecting plate and the elevator shaft upright post through the bolt part II, so that the splicing of the elevator shaft upright post and the cross beam is realized; the connection node between the uprights and the cross-beams of the elevator hoistway also serves as a connection node for the two elevator hoistway cross-beams.
4. A construction method of an elevator hoistway with curtain wall according to claim 3, characterized in that: the upright post of the elevator well and the cross beam of the elevator well are of angle steel structures, and the upright post connecting component and the connecting component are arranged in the elevator well upright post of the angle steel structures.
5. The construction method of an elevator hoistway with curtain wall according to claim 1, wherein: a support buckle component is arranged on the inner side of the outer wall plate; the outer wall plate is detachably connected with the edge-covering upright post and the elevator shaft through a support buckle component; the external wall board is matched and connected with the groove of the edge-covered upright post after being connected with the support base fastening component, so that the external wall board and the edge-covered upright post form a sealing structure.
6. The method of constructing an elevator hoistway with curtain wall according to claim 5, wherein: the inner side of the outer wall plate is also provided with a second support buckle component and a third support buckle component which are used for increasing the strength of the outer wall plate; the second support buckle component is detachably connected with the first support buckle component; the second support buckle component is connected with a beam of the elevator shaft through the third support buckle component;
when the external wall panel is formed by splicing the wall panels, the joint of the support buckle three component and the support buckle two component is positioned at the splicing position of the external wall panel.
7. The method of constructing an elevator hoistway with curtain wall according to claim 5, wherein: glass panels and connecting upright posts are also arranged in each side surface, two side surfaces or three side surfaces of the elevator shaft; one end of each of the two external wallboards is detachably connected with the binding upright post and the elevator shaft, and the other end of each of the two external wallboards is connected with the glass panel through the connecting upright post; the glass panel is positioned between the two external wall panels.
8. The construction method of an elevator hoistway with curtain wall according to claim 7, wherein: the inner sides of the outer wall plate and the glass panel are provided with a support buckle assembly II for increasing the strength of the outer wall plate; the second support buckle component is detachably connected with the first support buckle component; the connecting upright post is connected with the support buckle two components through the external wall plate.
9. The method of constructing an elevator hoistway with curtain wall according to claim 8, wherein: the inner sides of the outer wall plate and the glass panel are also provided with three support buckle components; the second support buckle component is connected with a beam of the elevator shaft through the third support buckle component; the joint of the support buckle three component and the support buckle two component is positioned at the joint of the connecting upright post and the external wall panel;
when the external wall panel is formed by splicing the wall panels, the joint of the support buckle three component and the support buckle two component is positioned at the splicing position of the external wall panel and the joint of the connecting upright post and the external wall panel.
10. The construction method of an elevator hoistway with curtain wall according to claim 1, wherein: when the external wall panel is of an integral structure, the external wall panel is formed by bending a panel body;
when the external wall panel is formed by splicing the wall panels, the wall panels are formed by bending the plate body, and the wall panels are transversely spliced to form the external wall panel.
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| CN202310103693.6A CN117868423A (en) | 2023-02-09 | 2023-02-09 | Construction method of elevator shaft with curtain wall |
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| CN202310103693.6A CN117868423A (en) | 2023-02-09 | 2023-02-09 | Construction method of elevator shaft with curtain wall |
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Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN207714571U (en) * | 2017-12-29 | 2018-08-10 | 中山市凯兴达幕墙装饰工程有限公司 | A kind of curtain wall-connecting structure of modularization steel structure lift shaft |
| CN207861660U (en) * | 2018-02-09 | 2018-09-14 | 郑州通快电梯有限公司 | Spliced elevator shaft |
| CN108824765A (en) * | 2018-08-23 | 2018-11-16 | 苏州智科晶菱机电科技有限公司 | A kind of outdoor elevator hoistway with steel structure and its construction method |
| JP2020045753A (en) * | 2018-09-21 | 2020-03-26 | 大成建設株式会社 | Pit partition structure and construction method of elevator shaft |
| CN115262917A (en) * | 2022-09-07 | 2022-11-01 | 广东标的科技设备有限公司 | Method for enhancing wind resistance and water resistance of elevator shaft and construction method thereof |
-
2023
- 2023-02-09 CN CN202310103693.6A patent/CN117868423A/en active Pending
Patent Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN207714571U (en) * | 2017-12-29 | 2018-08-10 | 中山市凯兴达幕墙装饰工程有限公司 | A kind of curtain wall-connecting structure of modularization steel structure lift shaft |
| CN207861660U (en) * | 2018-02-09 | 2018-09-14 | 郑州通快电梯有限公司 | Spliced elevator shaft |
| CN108824765A (en) * | 2018-08-23 | 2018-11-16 | 苏州智科晶菱机电科技有限公司 | A kind of outdoor elevator hoistway with steel structure and its construction method |
| JP2020045753A (en) * | 2018-09-21 | 2020-03-26 | 大成建設株式会社 | Pit partition structure and construction method of elevator shaft |
| CN115262917A (en) * | 2022-09-07 | 2022-11-01 | 广东标的科技设备有限公司 | Method for enhancing wind resistance and water resistance of elevator shaft and construction method thereof |
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