Elevator shaft connecting structure for additionally building elevator on old building and capable of releasing vertical force

Abstract

The utility model relates to the technical field of steel structure additionally-installed elevators, in particular to an elevator shaft connecting structure used for additionally building an elevator on an old building and capable of releasing vertical force, which comprises a modularized elevator shaft single body, a corridor and a steel beam, and one end of the steel beam and the upper portion of the modularized elevator shaft single body are connected with a connecting seat A; the other end of the steel beam is connected with a connecting base B. The opposite ends of the connecting base A and the connecting base B arranged on the outer side of the old building and the corridor are connected in a staggered mode and configured into a connecting assembly capable of releasing vertical force, the bearing force borne by the corridor in the horizontal direction is transmitted to one side of an elevator shaft, and the vertical force is released in the vertical direction. Therefore, the problem that the structure of the old building is prone to being damaged after long-term use due to the fact that the bearing capacity borne by the joint of the old building and the corridor in the horizontal direction is too large is solved.

Description

TECHNICAL FIELD

[0001] The utility model relates to steel structure installs elevator technical field, concretely relates to a kind of old building elevator and has the vertical force release's elevator shaft connecting structure. BACKGROUND

[0002] Most old buildings in old community are usually used stair to go up and down when being built, especially for the elderly, disabled people, families with children and the disabled, so elevator is usually added to reduce the hardship of climbing stairs and security risks, so that daily life is more convenient.

[0003] A kind of adjustable device for steel structure installs elevator's vestibule with building is disclosed in Chinese utility model CN209536754U, including building body and parallel vestibule, first connecting piece is welded in the four corners of vestibule inner wall, fixed bottom plate is provided on the front outer wall of building body, and second connecting piece is provided on the left and right sides of the upper end of fixed bottom plate, second connecting piece includes lower bottom plate and inclined plate, inclined plate is vertically welded and fixed on the central position between lower bottom plate and second connecting piece.

[0004] The above-mentioned prior art is fixed by connecting adjustable device for supporting vestibule on one side of building body to fix vestibule. Since the building body is aging due to long age, when building body is directly connected with vestibule, part of the bearing capacity of elevator shaft is transmitted horizontally to building body structure, so that the bearing capacity in horizontal direction of the connection between building body and vestibule is large, and the building body structure is easily damaged by long-term use, which has safety hazard.

[0005] In view of the above technical problems, the utility model is hereby researched and proposed. CONTENT OF UTILITY MODEL

[0006] The utility model solves the technical problem to provide a kind of old building elevator and has the vertical force release's elevator shaft connecting structure, including modularization elevator shaft monomer, vestibule and steel beam, the steel beam one end is connected with the upper part of modularization elevator shaft monomer and is equipped with connecting seat A, steel beam other end ground is connected and is equipped with connecting seat B, and connecting seat A and connecting seat B are connected in old building outside and vestibule and are configured to have the release vertical force connecting assembly of opposite end staggered connection, the horizontal direction bearing capacity borne by vestibule is transmitted to one side of elevator shaft, and vertical force is released in vertical direction, so that the horizontal direction bearing capacity borne by the connection between old building and vestibule is too large, and the problem that old building structure is easily damaged by long-term use.

[0007] The utility model provides a kind of old building elevator and the elevator shaft connecting structure with vertical force release for solving above-mentioned technical problem, including the elevator of the old building outside the old building, the elevator includes several vertical connection modular elevator shaft monomer, each the modular elevator shaft monomer upper portion is transversely provided with corridor between the corresponding floor of old building, the corridor includes steel beam and the corridor prefabricated slab laid on the upper portion of steel beam, the steel beam one end is relatively fixedly connected with the upper portion of modular elevator shaft monomer, the steel beam other end is relatively fixedly connected with connecting seat A, the old building outside is relatively fixedly connected with connecting seat B, the connecting seat A and connecting seat B are staggered and connected with opposite end and are configured to have release vertical force connecting assembly, when connecting assembly is relatively connected with connecting seat A in vertical direction to modular elevator shaft monomer to release vertical force on corridor when connecting seat B and connecting seat A are in relative motion trend state.

[0008] As above-mentioned one old building elevator and the elevator shaft connecting structure with vertical force release, the connecting assembly includes bolt for traction connecting seat A and connecting seat B, and first slip piece for reducing the interaction force between connecting seat A and connecting seat B, further including second slip piece for reducing the interaction force between connecting seat B and bolt.

[0009] As above-mentioned one old building elevator and the elevator shaft connecting structure with vertical force release, the connecting seat A is provided with round hole in vertical direction, and strip-shaped hole is correspondingly provided on connecting seat B, and connecting seat A and connecting seat B are matched with second slip piece and first slip piece respectively by bolt penetrating round hole and strip-shaped hole, to transfer the bearing force received in corridor to elevator shaft side and release vertical force.

[0010] As above-mentioned one old building elevator and the elevator shaft connecting structure with vertical force release, the connecting assembly further includes pad for preventing second slip piece from wearing when second slip piece and bolt contact, which is arranged between second slip piece and bolt.

[0011] As above-mentioned one old building elevator and the elevator shaft connecting structure with vertical force release, the old building is provided with anchoring assembly for increasing horizontal bearing force between old building and connecting seat B.

[0012] As above-mentioned one old building elevator and the elevator shaft connecting structure with vertical force release, the old building outside is provided with first fixed steel plate connected with connecting seat A, and second fixed steel plate is fixed on the inside of old building, and anchoring assembly penetrates old building and fixedly connects first fixed steel plate and second fixed steel plate on both sides of old building respectively.

[0013] The inclined suspender is arranged between the connecting corridor and the single modular elevator shaft for transmitting the vertical force to one side of the elevator shaft.

[0014] The connecting corridor is precast and welded with the steel column, and one end of the precast connecting corridor plate close to the old building is not directly contacted with the old building.

[0015] The steel corbel is arranged between the connecting seat B and the first fixed steel plate for strengthening the connection strength.

[0016] The first sliding member and the second sliding member are made of polytetrafluoroethylene material.

[0017] Compared with the prior art, the elevator shaft connecting structure for the old building with the added elevator and the vertical force releasing function has the following advantages.

[0018] 1. The connecting assembly is arranged between the connecting corridor and the old building to connect the connecting corridor and the old building, the horizontal bearing force borne by the connecting corridor is transmitted to one side of the added elevator shaft, and the vertical force is released in the vertical direction, so that the problem of the large horizontal bearing force borne by the connecting position between the old building and the connecting corridor and the easy damage of the old building structure caused by long-term use is solved.

[0019] 2. The first sliding member and the second sliding member are arranged in the connecting assembly, so that the friction between the connecting seat A and the connecting seat B and between the connecting seat B and the bolt is smaller, and the vertical force release of the connecting corridor is more favorable.

[0020] 3. The anchoring assembly is combined by the first fixed steel plate and the second fixed steel plate, so that the stress condition of the bearing force of the connecting seat B and the old building is changed from point connection to surface connection, the connecting position between the old building and the connecting seat B has large horizontal bearing force, the structure is safe and reliable, and the construction is simple.

[0021] 4. The steel corbel can reinforce the connecting structure between the connecting seat A and the steel beam and between the connecting seat B and the old building, has high bearing capacity and stability, and improves the long-term durability of the connecting seat A and the connecting seat B structure. BRIEF DESCRIPTION OF DRAWINGS

[0022] The specific embodiments of the utility model will be further described in detail below in combination with the drawings, in which:

[0023] Figure 1is a structural schematic view of the elevator shaft of the utility model;

[0024] Figure 2 is a front view of the structural schematic view of the elevator shaft of the utility model;

[0025] Figure 3 is a partial exploded view of the elevator shaft connecting structure of the utility model;

[0026] Figure 4 is a partial schematic view of the elevator shaft connecting structure of the utility model;

[0027] Figure 5 is a second partial schematic view of the elevator shaft connecting structure of the utility model;

[0028] Figure 6 is an exploded view of the utility model Figure 5 ;

[0029] Figure 7 is a structural schematic view of the connecting seat A of the elevator shaft connecting structure of the utility model;

[0030] Figure 8 is a structural schematic view of the connecting seat B of the elevator shaft connecting structure of the utility model;

[0031] Figure 9 is a structural schematic view of the utility model Figure 4 ;

[0032] Figure 10 is a C-C sectional view of the utility model Figure 9 ;

[0033] Figure 11 is a partial enlarged view of B in the utility model Figure 9 .

[0034] In the drawings:

[0035] 1, modular elevator shaft monomer; 11, anchoring assembly; 2, corridor; 21, steel beam; 22, corridor prefabricated slab; 3, steel column; 41, connecting seat A; 42, connecting seat B; 43, connecting assembly; 411, strip-shaped hole; 421, round hole; 431, first sliding part; 432, second sliding part; 433, cushion block; 44, first fixed steel plate; 45, second fixed steel plate; 46, bolt; 5, steel corbel; 6, inclined suspender.

DETAILED DESCRIPTION

[0036] The embodiments of the utility model will be described in detail below with reference to the drawings.

[0037] As Figures 1-11The utility model discloses a kind of old building elevator and have vertical force release's elevator shaft connecting structure of building, the building elevator is located the outside of old building, the building elevator includes several vertically connected modular elevator shaft monomer 1, every the modular elevator shaft monomer 1 upper portion is laterally provided with corridor 2 between the corresponding floor of old building, the corridor 2 includes steel beam 21 and the corridor prefabricated slab 22 laid in the upper portion of steel beam 21, one end of the steel beam 21 is relatively fixedly connected with the upper portion of modular elevator shaft monomer 1, the other end of the steel beam 21 is relatively fixedly connected with connecting seat A 41, the outside of old building is relatively fixedly connected with connecting seat B 42, connecting seat A 41 and connecting seat B 42 are staggered and connected with opposite end and are configured to have release vertical force connecting assembly 43, when connecting assembly 43 is relatively connecting seat A 41 in the state of relative motion tendency between connecting seat B 42 and connecting seat A 41, it is to modular elevator shaft monomer 1 in vertical direction to release vertical force on corridor 2 with connecting assembly 43. One end of corridor 2 is built in the outside of old building, the other end is fixedly connected with modular elevator shaft monomer 1, and corridor 2 is tractionally connected between old building by connecting assembly 43, and the load capacity in horizontal direction that corridor 2 bears is transmitted to the side of elevator shaft through corridor 2, and vertical force is released in vertical direction.

[0038] When pedestrian walks from corridor 2, corridor 2 is subjected to vertical load, and has relative motion tendency between connecting seat A 41 and connecting seat B 42, and connecting seat A 41 and connecting seat B 42 are tractionally connected by connecting assembly 43, so as to transmit the load on corridor 2 to the side of elevator shaft and release vertical force. Compared with prior art, the corridor 2 is connected with the fixed bottom plate outside the building body, and the building body is acted vertically downward, so that the building body shares excessive load. The technical scheme of the present application solves the problem that the load in horizontal direction on the connection between old building and corridor 2 is too large, which easily damages the structure of old building in long-term use.

[0039] As Figures 3-6As shown, as a further solution of the present embodiment, the connecting assembly 43 comprises a bolt 46 for connecting the connecting seat A 41 with the connecting seat B 42, and a first sliding member 431 for reducing the interaction force between the connecting seat A 41 and the connecting seat B 42, and a second sliding member 432 for reducing the interaction force between the connecting seat B 42 and the bolt 46. In addition, the first sliding member 431 and the second sliding member 432 are made of polytetrafluoroethylene material, and the first sliding member 431 and the second sliding member 432 are in a plate structure, so that the friction coefficient of the contact surface between the connecting seat A 41 and the connecting seat B 42 and between the connecting seat B 42 and the bolt 46 is less than 0.01. Therefore, the first sliding member 431 and the second sliding member 432 are in smooth contact with the connecting seat A 41 on both sides and the connecting seat B 42 and the bolt 46. One end of the bolt 46 is relatively fixedly connected with the connecting seat A 41, and the other end is relatively movably connected with the connecting seat B 42 through the second sliding member 432. When the connecting seat A 41 and the connecting seat B 42 have a relative motion tendency, the load bearing force of the corridor 2 is transmitted to the vertical force release of the modular elevator shaft monomer 1 through the cooperation between the connecting assembly 43, so that the elevator shaft structure is safe and reliable, and has a long service life.

[0040] The connecting seat B 42 and the fixed steel plate are provided with a plurality of steel corbels 5 for reinforcement, and the steel corbels 5 are arranged at intervals with the bolt 46. Similarly, the connecting seat A 41 and the steel beam 21 are provided with steel corbels 5 on the side opposite to the connecting seat B 42. The steel corbels 5 can reinforce the connecting structure between the connecting seat A 41 and the steel beam 21 and between the connecting seat B 42 and the old building, have high bearing capacity and stability, and improve the long-term durability of the structure of the connecting seat A 41 and the connecting seat B 42.

[0041] As shown, Figure 3 , Figure 6 , Figure 11As shown, as a further scheme of the present embodiment, in order to assemble the connecting assembly 43 between the connecting seat A 41 and the connecting seat B 42, the connecting seat A 41 is provided with a circular hole 421 in the vertical direction, and the connecting seat B 42 is correspondingly provided with a strip-shaped hole 411, and the connecting seat A 41 and the connecting seat B 42 are connected through the bolt 46 penetrating the circular hole 421 and the strip-shaped hole 411 to cooperate with the second sliding piece 432 and the first sliding piece 431 respectively, so as to transmit the bearing force of the corridor 2 to the side of the elevator shaft and release the vertical force. The bolt 46 is connected through the connecting seat A 41 and the connecting seat B 42, and the strip-shaped hole 411 on the connecting seat B 42 is vertically arranged. The first sliding piece 431 is arranged between the connecting seat A 41 and the connecting seat B 42 to make the two smooth contact, and the second sliding piece 432 is also arranged between the connecting seat B 42 and the bolt 46 to make the two smooth contact, and the connecting seat A 41 can work in the vertical direction relative to the connecting seat B 42. When the corridor 2 is subjected to the bearing force in the vertical direction, the connecting seat A 41 and the connecting seat B 42 have a relative motion tendency after being subjected to the force, the connecting seat B 42 on the old building pulls the connecting seat A 41 and is not subjected to the bearing force of the corridor 2, but transmits the bearing force of the corridor 2 to the side of the elevator shaft through the cooperation of the connecting assembly 43, the strip-shaped hole 411 and the circular hole 421, and releases the vertical force, which is simple and reliable in structure.

[0042] As shown in Figure 3 , Figure 6 , Figure 11 As shown, further, in order to improve the service life of the elevator shaft, the connecting assembly 43 further comprises a pad 433 arranged between the second sliding piece 432 and the bolt 46 to prevent the second sliding piece 432 from being worn when the second sliding piece 432 and the bolt 46 are in contact. Because the second sliding piece 432 and the bolt 46 are constantly rubbed during the working process, the second sliding piece 432 is prone to wear after long-term use, and therefore the pad 433 is arranged between the second sliding piece 432 and the bolt 46 to reduce the wear of the second sliding piece and prolong the service life. In order to ensure the reliability and safety of the connecting structure, the technician can arrange a plurality of bolts 46 to increase the connecting performance of the bolt 46 and the connecting seat B 42. The present technical scheme cooperates through the strip-shaped hole 411 and the first sliding piece 431 and the second sliding piece 432, which is convenient to install, safe and reliable in structure, and low in manufacturing cost.

[0043] As shown in Figure 5 , Figure 6As shown, as a further scheme of the present embodiment, the old building is provided with an anchoring assembly 11 for increasing the horizontal bearing capacity between the old building and the connecting seat B42. The outer side of the old building is provided with a first fixed steel plate 44 connected with the connecting seat A41, and the inner side of the old building is fixed with a second fixed steel plate 45, and the anchoring assembly 11 penetrates the old building and fixedly connects the first fixed steel plate 44 and the second fixed steel plate 45 on both sides of the old building, so that the stress condition of the bearing capacity of the connecting seat B42 and the old building changes from point connection to surface connection. The first fixed steel plate 44 and the connecting seat B42 can be integrally formed during production to facilitate manufacturing, or a split type is adopted to fixedly connect the first fixed steel plate 44 and the connecting seat B42 at the construction site and welded to the old building to reduce packaging costs and cooperate with other structures to adapt to the actual installation conditions of different old buildings. Compared with the expansion bolts 46 used in the prior art to hard connect the corridor 2 and the old building, the expansion bolts are not very reliable, and if the load has a large vibration, it may come loose, and the settlement and aging of the old building with a long service life will be accelerated. In the present application, the anchoring assembly 11 is combined with the first fixed steel plate 44 and the second fixed steel plate 45 to change the stress condition of the bearing capacity of the connecting seat B42 and the old building from point connection to surface connection, so that the old building has a large horizontal bearing capacity, thereby fixedly connecting the connecting seat B42 on the outer side of the old building, and the structure is safe and reliable, and the construction is simple.

[0044] As shown in Figure 1 , Figure 2 As shown, as a further scheme of the present embodiment, in order to better transmit the bearing capacity on the corridor 2 to the elevator shaft, an inclined suspender 6 for transmitting vertical force to one side of the elevator shaft is arranged between the corridor 2 and the modular elevator shaft monomer 1. The corridor prefabricated slab 22 is welded with the steel column 3, and the end of the corridor prefabricated slab 22 close to the old building does not directly contact the old building. The connecting seat A41 is welded and fixed with the steel beam 21 and does not interfere with the corridor prefabricated slab 22. The technical scheme can reduce the bearing capacity on the corridor 2 and increase the service life of the old building.

[0045] During construction, the construction personnel installs temporary steel corbels (not shown in the figure) during the construction of the added elevator and the outer contour of the old building. First, the anchoring bolts 46 are installed between the corridor 2 and the old building, the first fixed steel plate 44 is welded and connected with the connecting seat B42 on the outer side of the old building, and the second fixed steel plate 45 is locked with the anchoring bolts 46 on the inner side of the old building, then the corridor prefabricated slab 22 is hoisted and placed on the elevator shaft angle steel support (not shown in the figure) at one end and directly placed on the temporary steel corbel at the other end, the above-mentioned corridor 2 and the steel column 3 are welded and fixed on site, finally the connecting assembly 43 is installed and the bolt 46 is tightened, and then the temporary steel corbel is removed, so that the number of floors required by the old building is built according to the number of floors required by the old building and the modular elevator shaft monomer 1 to complete the installation of the added elevator.

Claims

1. An elevator shaft connecting structure for adding an elevator to an existing building and having a vertical force release, characterized by The added elevator is located outside the old building, and comprises a plurality of vertically connected modular elevator shaft units (1), a corridor (2) is horizontally arranged between the upper part of each modular elevator shaft unit (1) and the corresponding floor of the old building, the corridor (2) comprises a steel beam (21) and a corridor prefabricated slab (22) arranged on the upper part of the steel beam (21), one end of the steel beam (21) is fixedly connected with the upper part of the modular elevator shaft unit (1), the other end of the steel beam (21) is fixedly connected with a connecting seat A (41), the outer side of the old building is fixedly connected with a connecting seat B (42), the connecting seat A (41) and the connecting seat B (42) are staggered at the opposite ends and are configured to have a connection assembly (43) for releasing vertical force, and when the connecting seat B (42) and the connecting seat A (41) are in a relative motion trend state, the connection assembly (43) is relatively connected with the connecting seat A (41) in the vertical direction to the modular elevator shaft unit (1) to release the vertical force on the corridor (2).

2. The elevator shaft connection structure for elevator addition to an old building and having vertical force release according to claim 1, characterized in that The connection assembly (43) comprises a bolt (46) for pulling the connecting seat A (41) and the connecting seat B (42), and a first sliding member (431) for reducing the interaction force between the connecting seat A (41) and the connecting seat B (42), and further comprises a second sliding member (432) for reducing the interaction force between the connecting seat B (42) and the bolt (46).

3. The elevator shaft connection structure for elevator addition to an old building and having vertical force release according to claim 2, characterized in that The connecting seat A (41) is provided with a circular hole (421) in the vertical direction, and the connecting seat B (42) is correspondingly provided with a strip-shaped hole (411), the connecting seat A (41) and the connecting seat B (42) are connected through the bolt (46) penetrating the circular hole (421) and the strip-shaped hole (411) to cooperate with the second sliding member (432) and the first sliding member (431) respectively, so as to transmit the bearing force in the corridor (2) to the elevator shaft side and release the vertical force.

4. The elevator shaft connection structure for elevator addition to an old building and having vertical force release according to claim 2, characterized in that The connection assembly (43) further comprises a pad (433) arranged between the second sliding member (432) and the bolt (46) to prevent the second sliding member (432) from being worn when the second sliding member (432) and the bolt (46) are in contact.

5. The elevator shaft connection structure for elevator addition to an existing building and having vertical force release according to claim 1, characterized in that The old building is provided with an anchoring assembly (11) for increasing the horizontal bearing force between the old building and the connecting seat B (42).

6. An elevator shaft connection structure for a retrofit elevator installation in an existing building and having vertical force release according to claim 5, characterized in that The outer side of the old building is provided with a first fixed steel plate (44) connected with the connecting seat A (41), and the inner side of the old building is fixedly provided with a second fixed steel plate (45), and the anchoring assembly (11) penetrates the old building and fixedly connects the first fixed steel plate (44) and the second fixed steel plate (45) on both sides of the old building.

7. The elevator shaft connecting structure for elevator addition to an existing building and having a vertical force release according to claim 1 or 4, characterized by The corridor (2) and the modular elevator shaft unit (1) are provided with an inclined suspender (6) for transmitting the vertical force to the elevator shaft side.

8. The elevator shaft connection structure for a newly installed elevator in an old building and having a vertical force release according to claim 1, characterized in that The added elevator further comprises a steel column (3) for supporting and connecting the corridor (2), the corridor prefabricated slab (22) is welded with the steel column (3), and the end of the corridor prefabricated slab (22) close to the old building does not directly contact the old building.

9. The elevator shaft connection structure for a retrofit elevator installation in an existing building and having a vertical force release according to claim 1, characterized in that A plurality of steel corbels (5) are arranged between the connecting seat B (42) and the first fixed steel plate (44) to strengthen the connection strength.

10. The elevator shaft connection structure for a retrofit elevator installation in an existing building and having a vertical force release according to claim 3, characterized in that The first slider (431) and the second slider (432) are made of polytetrafluoroethylene material.

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