CN223434047U - Full glass type elevator shaft additionally installed - Google Patents

Full glass type elevator shaft additionally installed

Info

Publication number
CN223434047U
CN223434047U CN202422779809.0U CN202422779809U CN223434047U CN 223434047 U CN223434047 U CN 223434047U CN 202422779809 U CN202422779809 U CN 202422779809U CN 223434047 U CN223434047 U CN 223434047U
Authority
CN
China
Prior art keywords
plate
steel structure
elevator shaft
fixed
welded
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Active
Application number
CN202422779809.0U
Other languages
Chinese (zh)
Inventor
闫国乐
王玉
张振
史丽儒
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Yida Express Beijing Elevator Co ltd
Original Assignee
Yida Express Beijing Elevator Co ltd
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by Yida Express Beijing Elevator Co ltd filed Critical Yida Express Beijing Elevator Co ltd
Priority to CN202422779809.0U priority Critical patent/CN223434047U/en
Application granted granted Critical
Publication of CN223434047U publication Critical patent/CN223434047U/en
Active legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Landscapes

  • Load-Bearing And Curtain Walls (AREA)

Abstract

本实用新型公开了一种全玻璃式加装电梯井道,包括钢结构骨架,所述钢结构骨架安装在混凝土底座上,所述侧牵拉钢管末端与基板焊接固定,所述基板安装在建筑墙体垂面上,所述钢结构骨架顶端前侧焊接固定有前牵拉钢缆,所述前牵拉钢缆顶端与卡板外侧面焊接固定,所述卡板安装在建筑墙体顶部,所述卡板顶端贯穿安装有锚定钉,所述钢结构骨架顶端后侧固定有锁定螺栓,所述锁定螺栓上安装有锁定螺母,所述锁定螺栓与稳定板连接,所述稳定板与卡板前侧底端连接。该全玻璃式加装电梯井道,采用新型的结构设计,从顶部对钢结构骨架进行牵拉定位,令全玻璃式加装电梯井道的稳定性大幅提升,同时安装便捷,零部件成本较低,后期检修维护也较为方便。

The utility model discloses a fully glass-type retrofitted elevator shaft, comprising a steel structure skeleton, the steel structure skeleton being mounted on a concrete base, the end of the side pulling steel pipe being welded and fixed to a base plate, the base plate being mounted on a vertical surface of a building wall, a front pulling steel cable being welded and fixed to the front side of the top of the steel structure skeleton, the top of the front pulling steel cable being welded and fixed to the outer side of a card plate, the card plate being mounted on the top of the building wall, an anchor nail being installed through the top of the card plate, a locking bolt being fixed to the rear side of the top of the steel structure skeleton, a locking nut being mounted on the locking bolt, the locking bolt being connected to a stabilizing plate, and the stabilizing plate being connected to the bottom end of the front side of the card plate. The fully glass-type retrofitted elevator shaft adopts a new structural design, which pulls and positions the steel structure skeleton from the top, thereby greatly improving the stability of the fully glass-type retrofitted elevator shaft. At the same time, it is easy to install, has low component costs, and is relatively convenient for subsequent inspection and maintenance.

Description

Full glass type elevator shaft additionally installed
Technical Field
The utility model relates to the technical field of an additional elevator shaft, in particular to an all-glass additional elevator shaft.
Background
The elevator shaft is an important item for reconstruction of old communities, is installed at an outer wall opposite to the original stairs of a building, is commonly provided with a concrete totally-enclosed, semi-enclosed and full-glass type, and is characterized in that the main body of the elevator shaft is of a prefabricated steel structure, and the outer wall is a glass curtain wall and is attractive.
The existing full glass type elevator shaft is fixed only through a connecting mechanism at the joint of the steel structure framework and the wall body or a traction steel pipe at the side face, so that stability is enough for the elevator shaft installed below 6 floors, but the overall stability is insufficient for the elevator shaft installed higher from 6 floors to 9 floors, and a certain use risk exists. Aiming at the problems, innovative design is urgently needed on the basis of the original all-glass elevator shaft additionally arranged.
Disclosure of utility model
The utility model aims to provide an all-glass added elevator shaft, which aims to solve the problems that the existing all-glass added elevator shaft design is insufficient in overall stability and has a certain use risk for higher added elevator shafts from 6 floors to 9 floors in the prior art.
The technical scheme is that the full-glass elevator hoistway additionally comprises a steel structure framework, wherein the steel structure framework is arranged on a concrete base, a glass curtain wall is arranged on the steel structure framework, a side traction steel pipe is welded and fixed on the side face of the steel structure framework, the tail end of the side traction steel pipe is welded and fixed with a base plate, the base plate is arranged on a vertical face of a building wall, a front traction steel cable is welded and fixed on the front side of the top end of the steel structure framework, the top end of the front traction steel cable is welded and fixed with the outer side face of a clamping plate, the clamping plate is arranged on the top of the building wall, an anchor nail is arranged on the top end of the clamping plate in a penetrating mode, a locking bolt is fixed on the rear side of the top end of the steel structure framework, a locking nut is arranged on the locking bolt, the locking bolt is connected with a stabilizing plate, and the stabilizing plate is connected with the bottom end of the front side of the clamping plate.
Preferably, the side traction steel pipes and the base plates are symmetrically distributed on two sides of the steel structure framework, and the side traction steel pipes and the base plates are distributed at equal intervals in the vertical direction.
Preferably, the width of the clamping plate is larger than half of the width of the steel structure framework.
Preferably, a rear traction steel cable is fixedly arranged on the hanging surface of the rear side of the clamping plate, the bottom end of the rear traction steel cable is fixedly welded at the center of a horizontal plate, and the horizontal plate is fixedly arranged on the horizontal plane of the top of the building wall.
Preferably, the locking bolts penetrate through holes formed in the stabilizing plate, the locking bolts are symmetrically distributed about the center of the stabilizing plate, and the bottom surface of the stabilizing plate is attached to the top end of the steel structure framework.
Preferably, reinforcing rib plates are fixedly arranged between the top surface of the stabilizing plate and the front side surface of the clamping plate, and the reinforcing rib plates are distributed at equal intervals.
Preferably, the side view shape of the reinforcing rib plate is a right triangle, and the thickness of the reinforcing rib plate is greater than half of that of the clamping plate.
Compared with the prior art, the full glass type elevator shaft additionally provided by the utility model has the beneficial effects that the novel structural design is adopted, the steel structure skeleton is pulled and positioned from the top, so that the stability of the full glass type elevator shaft additionally provided by the utility model is greatly improved, meanwhile, the installation is convenient, the cost of parts is lower, and the later-stage overhaul and maintenance are also convenient;
1. The clamping plate is fixed at the top of the building wall body through the anchoring nails, the top of the steel structure framework is pulled and positioned through the front pulling steel cable, the integral stability of the all-glass elevator well additionally installed is improved, meanwhile, the stabilizing plate is fixedly connected with the top of the steel structure framework through the locking bolts and the locking nuts, and the connection strength of the clamping plate and the top of the steel structure framework is improved;
2. The clamping plate is pulled and positioned from the rear side through the rear pulling steel cable and the horizontal plate, and meanwhile, the force of part of the front pulling steel cable acting on the clamping plate and the top of the building wall is counteracted, so that the situation that the top of the building wall is stressed too much to break and deform is avoided, and the whole device can be used stably for a long time.
Drawings
FIG. 1 is a schematic elevational view of the present utility model;
FIG. 2 is a schematic top view of the side-pulling steel pipe and the base plate of the present utility model;
FIG. 3 is a schematic elevational view of the front pull cable and the clamping plate of the present utility model;
FIG. 4 is a schematic side view of the cross-section of the clamping plate and stabilizing plate of the present utility model.
In the figure, 1, a steel structure framework, 2, a concrete base, 3, a glass curtain wall, 4, a side traction steel pipe, 5, a base plate, 6, a building wall, 7, a front traction steel cable, 8, a clamping plate, 9, an anchoring nail, 10, a rear traction steel cable, 11, a horizontal plate, 12, a locking bolt, 13, a locking nut, 14, a stabilizing plate, 15 and a reinforcing rib plate.
Detailed Description
The following description of the embodiments of the present utility model will be made clearly and completely with reference to the accompanying drawings, in which it is apparent that the embodiments described are only some embodiments of the present utility model, but not all embodiments. All other embodiments, which can be made by those skilled in the art based on the embodiments of the utility model without making any inventive effort, are intended to be within the scope of the utility model.
Referring to fig. 1-4, the utility model provides a technical scheme that an elevator hoistway is additionally provided, the elevator hoistway comprises a steel structure skeleton 1, a concrete base 2, a glass curtain wall 3, side traction steel pipes 4, a base plate 5, a building wall 6, a front traction steel cable 7, a clamping plate 8, an anchoring nail 9, a rear traction steel cable 10, a horizontal plate 11, a locking bolt 12, a locking nut 13, a stabilizing plate 14 and a reinforcing rib plate 15, wherein the steel structure skeleton 1 is arranged on the concrete base 2, the glass curtain wall 3 is arranged on the steel structure skeleton 1, the side surface of the steel structure skeleton 1 is fixedly welded with the side traction steel pipes 4, the tail ends of the side traction steel pipes 4 are fixedly welded with the base plate 5, the base plate 5 is arranged on the vertical surface of the building wall 6, the side traction steel pipes 4 and the base plate 5 are symmetrically distributed on two sides of the steel structure skeleton 1, the side traction steel pipes 4 and the base plate 5 are distributed at equal intervals in the vertical direction, and the structural design can stably pull and position the steel structure skeleton 1 from two sides;
Casting a concrete base 2, constructing a steel structure framework 1 and connecting the steel structure framework 1 with a building wall 6 by using the prior art means, then welding side traction steel pipes 4 on two sides of the steel structure framework 1, attaching a base plate 5 to the surface of the building wall 6, and connecting and fixing the base plate 5 with the building wall 6 by using expansion bolts and the like;
The front traction steel cable 7 is welded and fixed on the front side of the top end of the steel structure framework 1, the top end of the front traction steel cable 7 is welded and fixed with the outer side face of the clamping plate 8, the width of the clamping plate 8 is larger than half of the width of the steel structure framework 1, the contact area between the clamping plate 8 and the building wall 6 is enough due to the structural design, the tension of the front traction steel cable 7 can be borne, the stability of the top end of the steel structure framework 1 is guaranteed, the clamping plate 8 is installed on the top of the building wall 6, the top end of the clamping plate 8 is penetrated and provided with the anchoring nail 9, the rear traction steel cable 10 is fixedly installed on the vertical face of the rear side of the clamping plate 8, the bottom end of the rear traction steel cable 10 is welded and fixed at the center of the horizontal plate 11, the horizontal plate 11 is fixedly installed on the horizontal plane of the top of the building wall 6, and the structural design can pull the clamping plate 8 from the rear side to offset the tension of part of the front traction steel cable 7, and the stress of the building wall 6 is greatly reduced;
then as shown in fig. 4, installing the clamping plate 8 on the top end of the building wall 6, installing the anchoring nail 9 on the top of the clamping plate 8, attaching a hole formed in the bottom of the stabilizing plate 14 to the locking bolt 12, installing the locking nut 13 on the top of the locking bolt 12 and screwing, welding and fixing the bottom end of the front traction steel cable 7 with the front side of the top of the steel structure framework 1, straightening the front traction steel cable 7, and welding and fixing the top end of the front traction steel cable 7 with the top of the front side of the clamping plate 8;
The locking bolt 12 is fixed on the rear side of the top end of the steel structure framework 1, the locking nut 13 is arranged on the locking bolt 12, the locking bolt 12 is connected with the stabilizing plate 14, the stabilizing plate 14 is connected with the bottom end of the front side of the clamping plate 8, the locking bolt 12 penetrates through a hole formed in the stabilizing plate 14, the locking bolt 12 is distributed in a central symmetry mode about the stabilizing plate 14, the bottom surface of the stabilizing plate 14 is attached to the top end of the steel structure framework 1, the stabilizing plate 14 can be stably connected with the top end of the steel structure framework 1, the structural strength of the joint of the clamping plate 8 and the steel structure framework 1 is improved, reinforcing rib plates 15 are fixedly arranged between the top surface of the stabilizing plate 14 and the front side of the clamping plate 8, the reinforcing rib plates 15 are distributed at equal intervals, the structural design enhances the joint strength of the clamping plate 8 and the steel structure framework 1, the installation stability of the steel structure framework 1 is further improved, the shape of the reinforcing rib plates 15 is right triangle, the thickness of the reinforcing rib plates 15 is greater than half of the thickness of the clamping plate 8, the structural design can stably support the clamping plate 8, and the clamping plate 8 is prevented from deforming;
And then the top end of the rear traction steel cable 10 is welded and fixed with the middle part of the rear side surface of the clamping plate 8, the bottom end of the rear traction steel cable 10 is welded and fixed on the horizontal plate 11, the rear traction steel cable 10 is straightened, the stabilizing plate 14 is fixed on the horizontal plane of the top of the building wall 6 by using expansion bolts and the like, and the whole installation and fixation of the all-glass type elevator hoistway is completed.
Although embodiments of the present utility model have been shown and described, it will be understood by those skilled in the art that various changes, modifications, substitutions and alterations can be made therein without departing from the principles and spirit of the utility model, the scope of which is defined in the appended claims and their equivalents.

Claims (7)

1.一种全玻璃式加装电梯井道,包括钢结构骨架(1),其特征在于:所述钢结构骨架(1)安装在混凝土底座(2)上,所述钢结构骨架(1)上安装有玻璃幕墙(3),所述钢结构骨架(1)侧面焊接固定有侧牵拉钢管(4),所述侧牵拉钢管(4)末端与基板(5)焊接固定,所述基板(5)安装在建筑墙体(6)垂面上,所述钢结构骨架(1)顶端前侧焊接固定有前牵拉钢缆(7),所述前牵拉钢缆(7)顶端与卡板(8)外侧面焊接固定,所述卡板(8)安装在建筑墙体(6)顶部,所述卡板(8)顶端贯穿安装有锚定钉(9),所述钢结构骨架(1)顶端后侧固定有锁定螺栓(12),所述锁定螺栓(12)上安装有锁定螺母(13),所述锁定螺栓(12)与稳定板(14)连接,所述稳定板(14)与卡板(8)前侧底端连接。1. A fully glass-type elevator shaft, comprising a steel structure frame (1), characterized in that: the steel structure frame (1) is mounted on a concrete base (2), a glass curtain wall (3) is mounted on the steel structure frame (1), a side pull steel pipe (4) is welded and fixed to the side of the steel structure frame (1), the end of the side pull steel pipe (4) is welded and fixed to a base plate (5), the base plate (5) is mounted on a vertical surface of a building wall (6), and a front plate (6) is welded and fixed to the front of the top of the steel structure frame (1). A pulling steel cable (7), the top end of the front pulling steel cable (7) is welded and fixed to the outer side of the card plate (8), the card plate (8) is installed on the top of the building wall (6), an anchor nail (9) is installed through the top end of the card plate (8), a locking bolt (12) is fixed to the rear side of the top end of the steel structure frame (1), a locking nut (13) is installed on the locking bolt (12), the locking bolt (12) is connected to the stabilizing plate (14), and the stabilizing plate (14) is connected to the bottom end of the front side of the card plate (8). 2.根据权利要求1所述的一种全玻璃式加装电梯井道,其特征在于:所述侧牵拉钢管(4)和基板(5)在钢结构骨架(1)两侧对称分布,所述侧牵拉钢管(4)和基板(5)在垂直方向上等间距分布。2. A fully glass-type elevator shaft according to claim 1, characterized in that the side-pull steel pipes (4) and the base plate (5) are symmetrically distributed on both sides of the steel structure skeleton (1), and the side-pull steel pipes (4) and the base plate (5) are equally spaced in the vertical direction. 3.根据权利要求1所述的一种全玻璃式加装电梯井道,其特征在于:所述卡板(8)的宽度大于钢结构骨架(1)宽度的一半。3. The all-glass elevator shaft according to claim 1, characterized in that the width of the clamping plate (8) is greater than half the width of the steel structure frame (1). 4.根据权利要求1所述的一种全玻璃式加装电梯井道,其特征在于:所述卡板(8)后侧垂面上固定安装有后牵拉钢缆(10),所述后牵拉钢缆(10)底端焊接固定在水平板(11)中心,所述水平板(11)固定安装在建筑墙体(6)顶部水平面上。4. A fully glass-type elevator shaft according to claim 1, characterized in that a rear pulling steel cable (10) is fixedly installed on the vertical surface of the rear side of the clamping plate (8), and the bottom end of the rear pulling steel cable (10) is welded and fixed to the center of the horizontal plate (11), and the horizontal plate (11) is fixedly installed on the top horizontal surface of the building wall (6). 5.根据权利要求1所述的一种全玻璃式加装电梯井道,其特征在于:所述锁定螺栓(12)贯穿稳定板(14)上开设的孔洞,所述锁定螺栓(12)关于稳定板(14)中心对称分布,所述稳定板(14)底面与钢结构骨架(1)顶端贴合。5. A fully glass-type elevator shaft according to claim 1, characterized in that: the locking bolts (12) pass through the holes opened on the stabilizing plate (14), the locking bolts (12) are symmetrically distributed about the center of the stabilizing plate (14), and the bottom surface of the stabilizing plate (14) is in contact with the top of the steel structure frame (1). 6.根据权利要求1所述的一种全玻璃式加装电梯井道,其特征在于:所述稳定板(14)顶面与卡板(8)前侧面之间固定安装有加强筋板(15),所述加强筋板(15)为等间距分布。6. A fully glass-type elevator shaft according to claim 1, characterized in that a reinforcing rib plate (15) is fixedly installed between the top surface of the stabilizing plate (14) and the front side surface of the clamping plate (8), and the reinforcing rib plates (15) are distributed at equal intervals. 7.根据权利要求6所述的一种全玻璃式加装电梯井道,其特征在于:所述加强筋板(15)的侧视形状为直角三角形,所述加强筋板(15)的厚度大于卡板(8)厚度的一半。7. A fully glass-type elevator shaft according to claim 6, characterized in that the side view shape of the reinforcing rib plate (15) is a right triangle, and the thickness of the reinforcing rib plate (15) is greater than half the thickness of the card plate (8).
CN202422779809.0U 2024-11-14 2024-11-14 Full glass type elevator shaft additionally installed Active CN223434047U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN202422779809.0U CN223434047U (en) 2024-11-14 2024-11-14 Full glass type elevator shaft additionally installed

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN202422779809.0U CN223434047U (en) 2024-11-14 2024-11-14 Full glass type elevator shaft additionally installed

Publications (1)

Publication Number Publication Date
CN223434047U true CN223434047U (en) 2025-10-14

Family

ID=97276262

Family Applications (1)

Application Number Title Priority Date Filing Date
CN202422779809.0U Active CN223434047U (en) 2024-11-14 2024-11-14 Full glass type elevator shaft additionally installed

Country Status (1)

Country Link
CN (1) CN223434047U (en)

Similar Documents

Publication Publication Date Title
CN212671138U (en) Oblique-pulling type overhanging attached support attached to lifting scaffold
CN110284625A (en) A kind of light steel shear wall and its connection structure with floor gap and basis
CN223434047U (en) Full glass type elevator shaft additionally installed
CN113931323A (en) Connecting node, corridor structure and modularized additional elevator
CN219316034U (en) Connection structure of damper support and existing concrete beam column node
CN218028906U (en) Suspension mechanism of special-shaped construction hanging basket
CN215593681U (en) Built-in steel strand wires-vaulting pole cable-stay bridge cable tower anchor structure
CN115573513A (en) A bolt connection structure and construction method of prefabricated beams and prefabricated columns
CN220816166U (en) Channel steel connector for support and hanger and universal support and hanger
CN219343681U (en) Connecting structure of special-shaped externally-hung wallboard and steel beam
CN107298391B (en) Tower crane attached wall structure and its construction method
CN218467052U (en) Auxiliary frame for climbing frame
CN113216590B (en) Hanging seat system and construction method on a cantilever structure
CN211899796U (en) Old building balcony reinforcing apparatus
CN211257784U (en) Exempt from to wear wall shaped steel fixed knot that encorbelments structure
CN210264158U (en) Wall form fastening structure of duplex aluminum alloy form
CN113047171A (en) Built-in steel strand wires-vaulting pole cable-stay bridge cable tower anchor structure
CN222614798U (en) Adjustable cantilever outer frame support applied to assembly type construction
CN223482192U (en) A fully enclosed elevator shaft
CN218233783U (en) Assembled H shaped steel roof beam and steel column rigid connection structure
CN218894330U (en) Temporary fixing structure for external cladding of assembled building
CN220336208U (en) Connecting hanger for curtain wall upright post and wall body
CN219971567U (en) Rear-mounted escalator steel support
CN214302238U (en) A kind of flower basket cantilever frame anti-slant pull fixing part and flower basket cantilever frame structure
CN216471692U (en) Safety device

Legal Events

Date Code Title Description
GR01 Patent grant
GR01 Patent grant