CN103510695A - Integrated lifting canopy frame or scaffold - Google Patents
Integrated lifting canopy frame or scaffold Download PDFInfo
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- CN103510695A CN103510695A CN201310495233.9A CN201310495233A CN103510695A CN 103510695 A CN103510695 A CN 103510695A CN 201310495233 A CN201310495233 A CN 201310495233A CN 103510695 A CN103510695 A CN 103510695A
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- pillar
- scaffold
- right pillar
- stressed plate
- left pillar
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Abstract
The invention discloses an integrated lifting canopy frame or scaffold. The integrated lifting canopy frame or scaffold comprises supporting columns and a canopy frame body. The canopy frame body is installed on struts, and the adjacent supporting columns are connected with connecting rods. The supporting columns comprise left struts and right struts, and the left struts and the right struts are combined together to form structures which are mutually matched. Power lifting mechanisms which allow the left struts and the right struts to lift are arranged in the supporting columns. The power lifting mechanisms comprise electromotors, speed control gear sets, couplers and bolts. The electromotors are connected with the speed control gear sets, and the speed control gear sets are connected with the bolts through the couplers. Bearing blocks are arranged on the upper portions and the lower portions of the left struts or the right struts respectively, bearings are arranged on the bearing blocks, and the bolts are installed on the bearings of the upper bearing blocks and the lower bearing blocks. The integrated lifting canopy frame or scaffold can be applied to high-rise, middle-rise and low-rise buildings, and has the advantages of automatically lifting, saving time, labor and cost, and being stable in structure, convenient to adjust, flexible to control.
Description
Technical field
The present invention relates to a kind of building implements, specifically refer to a kind of integral type lifting frame or scaffold.
Background technology
The exterior wall of existing lifting false work Dou Shiyao mansion is installed fixing seat, fixedly taking laying track, then frame lifting on track, the distance that they will be used is like this just very large, during lifting, holder will bear huge weight, at this moment easily have accident, and cost is very high dangerous again, low layer construction can not be used at all.
Summary of the invention
The problem that the present invention need solve be to provide a kind of automatic lifting, sound construction, easy to adjust, control flexibly, save time, integral type lifting frame or the scaffold of laborsaving, cost-saving.
To achieve these goals, the present invention designs a kind of integral type lifting frame or scaffold, comprise support column, frame, frame is arranged on pillar, adjacent support column is connected with connecting rod, described support column comprises left pillar and right pillar, left pillar and right pillar are combined and are formed the structure cooperatively interacting, in support column, be provided with the power-lifter of realizing left pillar and right pillar lifting, power-lifter comprises motor, timing gear wheels, shaft joint, bolt, motor is connected with timing gear wheels, timing gear wheels are connected with bolt by shaft joint, at left pillar or right pillar, be respectively equipped with up and down bearing support, bearing support is provided with bearing, bolt is arranged on the bearing of metal (upper seat, at left pillar or right pillar, be provided with the nut seat corresponding with bolt, in nut seat, be provided with nut, the rotation of Motor Drive bolt, nut is spiral or spiral decline on bolt, drive left pillar or right pillar to rise or decline, adjacent left pillar is connected with upper strata frame, and right pillar is connected with lower floor frame, at left pillar and right pillar, be respectively equipped with stressed plate, when left pillar or right pillar rise or decline, stressed plate stretches out or the left pillar of indentation and right pillar.
The screw thread of described bolt is single track screw thread or double track screw thread or many rails screw thread.
Described left pillar is provided with F shape notch structure, and right pillar is provided with the n shape notch structure that is embedded in F shape notch structure and pins, and left pillar passes through F shape notch structure together with n shape notch textural association with right pillar.
Described left pillar or right pillar are provided with the interspersed square opening of stressed plate.
Described stressed plate is connected with reset haulage gear, described reset haulage gear comprises back-moving spring, pull rope, pulley, traction electric machine, back-moving spring one end is arranged in the spring mounting hole of left pillar or right pillar, the other end is arranged on the locating hole of end one side of stressed plate, the pull rope traction section of extending out respectively, this traction section is connected with the towing pad on each stressed plate, and pull rope is through the pulley outside each stressed plate, and end is connected with traction electric machine.
Described stressed plate is provided with jagged anti-skid structure.
Described stressed plate is provided with safety vent.
Described left pillar and right pillar are provided with some pulley bases and outer frame Connection Block.
Described right pillar lower end is provided with base.
Integral type lifting frame of the present invention or scaffold do not need to install fixing seat, track, do not need to stay specific mouthful yet, and high-low storey building can be used, and the expense of low-rise building can be very not high yet.Support column is placed on respectively to the periphery of Yao Jian mansion with 6-8 rice between every, then with steel pipe or brandreth, every pillar is linked up or be linked to be an integral body, minute upper and lower two parts, upper part is connected on left pillar, and lower part is connected on right pillar.If burst just links up just passable with two above pillars.By programming, on pillar, set up iron pipe or brandreth, set up on demand and just can adhere to mansion after the height of 2-5 floor and promote.Integral type lifting frame of the present invention or scaffold can be realized whole rising and decline, rise and decline and can automatically complete, without the assembling of very important person's last layer one deck, efficiency is high, laborsaving, save time and cost-saving, can be widely used in high, medium and low layer building aspect.
Accompanying drawing explanation:
Fig. 1 is the decomposition texture schematic diagram of integral type lifting frame of the present invention or scaffold;
Fig. 2 is the support column cross-sectional structure schematic diagram of integral type lifting frame of the present invention or scaffold;
Fig. 3 is the support column lifting structure schematic diagram of integral type lifting frame of the present invention or scaffold;
Fig. 4 is the stressed plate structural representation of integral type lifting frame of the present invention or scaffold;
Fig. 5 is that the stressed plate of integral type lifting frame of the present invention or scaffold is arranged on structural representation on support column;
Fig. 6 is the lifting structure schematic diagram of integral type lifting frame of the present invention or scaffold.
The specific embodiment
For the ease of those skilled in the art's understanding, below in conjunction with specific embodiment and accompanying drawing, structural principle of the present invention is described in further detail:
As Fig. 1, Fig. 2, Fig. 4, Fig. 5, shown in Fig. 6, a kind of integral type lifting frame or scaffold, comprise support column, frame, frame is arranged on pillar, adjacent support column is connected with connecting rod, described support column comprises left pillar 1 and right pillar 2, left pillar 1 and right pillar 2 are combined and are formed the structure cooperatively interacting, in support column, be provided with the power-lifter of realizing left pillar 1 and 2 liftings of right pillar, power-lifter comprises motor 3, timing gear wheels 4, shaft joint 5, bolt 6, motor 3 is connected with timing gear wheels 4, timing gear wheels 4 are connected with bolt 6 by shaft joint 5, at left pillar 1 or right pillar 2, be respectively equipped with up and down bearing support 7, bearing support is provided with bearing 30, bolt 6 is arranged on the bearing 30 of metal (upper seat 7, at left pillar 1 or right pillar 2, be provided with the nut seat corresponding with bolt 8, in nut seat, be provided with nut, motor 3 drives bolt 6 rotations, nut is spiral or spiral decline on bolt, drive left pillar 1 or right pillar 2 to rise or decline, adjacent left pillar 1 is connected with upper strata frame, and right pillar 2 is connected with lower floor frame, at left pillar 1 and right pillar 2, be respectively equipped with stressed plate 17, when left pillar 1 or right pillar 2 rise or decline, stressed plate 17 stretches out or the left pillar 1 of indentation and right pillar 2.Described left pillar 1 or right pillar 2 are provided with the interspersed square opening of stressed plate 17 10.The screw thread of described bolt 6 is single track screw thread or double track screw thread or many rails screw thread.
As shown in Figure 1 and Figure 2, described left pillar 1 is provided with F shape notch structure 15, and right pillar 2 is provided with the n shape notch structure 16 that is embedded in F shape notch structure and pins, and left pillar 1 and right pillar 2 are combined by F shape notch structure 15 and n shape notch structure 16.
As shown in Figure 1, Figure 4, Figure 5, described stressed plate 17 is connected with reset haulage gear, described reset haulage gear comprises back-moving spring 22, pull rope 23, pulley 30, traction electric machine 13, back-moving spring 22 one end are arranged in the spring mounting hole 11 of left pillar 1 or right pillar 2, the other end is arranged on the locating hole 21 of end one side of stressed plate 17, the pull rope 23 traction section of extending out respectively, this traction section is connected with the towing pad 19 on each stressed plate 17, pull rope 23 is through the pulley 30 outside each stressed plate 17, and end is connected with traction electric machine 13.Withdrawal is with pull rope traction together, regains simultaneously.Described stressed plate 17 is provided with jagged anti-skid structure 18.Described stressed plate 17 is provided with safe via hole 20, and when stressed plate 17 stretches out, alignment pin inserts in safe via hole 20, by stressed plate 17 location.
As shown in Fig. 2, Fig. 6, described left pillar 1 and right pillar 2 are provided with some pulley bases 12 and outer frame Connection Block 14.Pulley base 12 is for pulley is installed, and outer frame Connection Block 14 is provided with binding hole 26.
As shown in Figure 1, described right pillar 2 lower ends are provided with base 9.Base 9 can be used as backing plate when setting up for the first time.
As shown in Figure 3, the lifting of left pillar 1, right pillar 2 signal.
The course of work of the present invention is as follows: during lifting, motor 3 is clockwise, in the fixed situation of right pillar 2, left pillar just rises, and the upper strata frame 24 that is attached to left pillar 1 also and then rises, and just regains stressed plate 17 after rising, by the time after assigned address, emit stressed plate, after fixing.Start motor 3 backwards rotation, at this moment left pillar 1 is fixing, and that right pillar 2 is just to rise naturally, adheres to right pillar 2 Shang lower floor frames 25 simultaneously and also rises, and at this moment will regain stressed plate 17, waits until after assigned address, emits stressed plate just passable.By programming, repeat and just can adhere to mansion one rising.
In the time will declining, motor 3 reverses, and left pillar is fixed, and right pillar rises, right pillar is promoted to 10-20 centimetre, the stressed plate of right pillar is regained, then started motor clockwise, at this moment left pillar is fixed, that right pillar 2 will decline, drop to after assigned address, emit stressed plate 17 and fix, at this moment lower floor's frame 25 has dropped to assigned address.Then motor 3 continues clockwise, at this moment right pillar 2 is fixing, and left pillar 1 will rise, after 10-20 centimetre, regain the stressed plate of left pillar 1, then motor is reverse turns, and at this moment right pillar 2 is fixing, and that left pillar 1 will decline, to emitting stressed plate after assigned address, fix, that upper strata frame has also dropped to assigned address, by programming, just repeats and can decline from mansion one like this.
Foregoing, is only preferred embodiment of the present invention, and not for limiting embodiment of the present invention, those skilled in the art are according to design of the present invention, and the appropriate adaptation of having done or modification, all should be within protection scope of the present invention.
Claims (9)
1. integral type lifting frame or scaffold, comprise support column, frame, frame is arranged on pillar, adjacent support column is connected with connecting rod, it is characterized in that: described support column comprises left pillar (1) and right pillar (2), left pillar (1) and right pillar (2) are combined and are formed the structure cooperatively interacting, in support column, be provided with the power-lifter of realizing left pillar (1) and right pillar (2) lifting, power-lifter comprises motor (3), timing gear wheels (4), shaft joint (5), bolt (6), motor (3) is connected with timing gear wheels (4), timing gear wheels (4) are connected with bolt (6) by shaft joint (5), at left pillar (1) or right pillar (2), be respectively equipped with up and down bearing support (7), bearing support is provided with bearing (30), bolt (6) is arranged on the bearing of metal (upper seat (7),
At left pillar (1) or right pillar (2), be provided with the nut seat corresponding with bolt (8), in nut seat, be provided with nut, motor (3) drives bolt (6) rotation, nut is spiral or spiral decline on bolt, drive left pillar (1) or right pillar (2) to rise or decline, adjacent left pillar (1) is connected with upper strata frame, and right pillar (2) is connected with lower floor frame;
At left pillar (1) and right pillar (2), be respectively equipped with stressed plate (17), when left pillar (1) or right pillar (2) rise or decline, stressed plate (17) stretches out or the left pillar of indentation (1) and right pillar (2).
2. integral type lifting frame according to claim 1 or scaffold, is characterized in that: the screw thread of described bolt (6) is single track screw thread or double track screw thread or many rails screw thread.
3. integral type lifting frame according to claim 2 or scaffold, it is characterized in that: described left pillar (1) is provided with F shape notch structure (15), right pillar (2) is provided with the n shape notch structure (16) that is embedded in F shape notch structure and pins, and left pillar (1) and right pillar (2) are combined by F shape notch structure (15) and n shape notch structure (16).
4. integral type lifting frame according to claim 3 or scaffold, is characterized in that: described left pillar (1) or right pillar (2) are provided with the interspersed square opening (10) of stressed plate (17).
5. according to integral type lifting frame or scaffold described in claim 1～4 any one claim, it is characterized in that: described stressed plate (17) is connected with reset haulage gear, described reset haulage gear comprises back-moving spring (22), pull rope (23), pulley (30), traction electric machine (13), back-moving spring (22) one end is arranged in the spring mounting hole (11) of left pillar (1) or right pillar (2), the other end is arranged on the locating hole (21) of end one side of stressed plate (17), pull rope (23) the traction section of extending out respectively, this traction section is connected with the towing pad (19) on each stressed plate (17), pull rope (23) is through the outer pulley (30) of each stressed plate (17), end is connected with traction electric machine (13).
6. integral type lifting frame according to claim 5 or scaffold, is characterized in that: described stressed plate (17) is provided with jagged anti-skid structure (18).
7. integral type lifting frame according to claim 6 or scaffold, is characterized in that: described stressed plate (17) is provided with safety vent (20).
8. integral type lifting frame according to claim 7 or scaffold, is characterized in that: described left pillar (1) and right pillar (2) are provided with some pulley bases (12) and outer frame Connection Block (14).
9. integral type lifting frame according to claim 1 or scaffold, is characterized in that: described right pillar (2) lower end is provided with base (9).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201310495233.9A CN103510695B (en) | 2013-10-18 | 2013-10-18 | Integral type lifts frame or scaffold |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201310495233.9A CN103510695B (en) | 2013-10-18 | 2013-10-18 | Integral type lifts frame or scaffold |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN103510695A true CN103510695A (en) | 2014-01-15 |
| CN103510695B CN103510695B (en) | 2017-06-20 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201310495233.9A Expired - Fee Related CN103510695B (en) | 2013-10-18 | 2013-10-18 | Integral type lifts frame or scaffold |
Country Status (1)
| Country | Link |
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| CN (1) | CN103510695B (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111653860A (en) * | 2020-06-30 | 2020-09-11 | 江苏胜帆电子科技有限公司 | 5G antenna boom that can install and adjust fast |
| CN112252735A (en) * | 2020-09-21 | 2021-01-22 | 温州华豪建设工程有限公司 | Carrying frame is built in room |
Citations (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2009280991A (en) * | 2008-05-20 | 2009-12-03 | Toda Constr Co Ltd | Attic scaffold supporting structure and metal fitting for supporting attic scaffold |
| CN102071798A (en) * | 2011-01-30 | 2011-05-25 | 中建三局建设工程股份有限公司 | Hydraulic climbing system for wall-attached support frame |
| CN201857747U (en) * | 2010-08-31 | 2011-06-08 | 中天建设集团有限公司 | Lifting type scaffold attachment device |
| KR101179916B1 (en) * | 2012-04-12 | 2012-09-05 | (주) 선엔지니어링종합건축사사무소 | Fixure for gondola movable horizontally |
| CN202644959U (en) * | 2012-06-28 | 2013-01-02 | 陕西百斯特工程技术有限公司 | Attached elevating scaffold based on lead screw and screw transmission |
| CN202882378U (en) * | 2012-09-26 | 2013-04-17 | 中国建筑第八工程局有限公司 | Attached type lifting scaffold |
| CN203499231U (en) * | 2013-10-18 | 2014-03-26 | 陈梓彤 | Integrated lift canopy frame or scaffold |
-
2013
- 2013-10-18 CN CN201310495233.9A patent/CN103510695B/en not_active Expired - Fee Related
Patent Citations (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2009280991A (en) * | 2008-05-20 | 2009-12-03 | Toda Constr Co Ltd | Attic scaffold supporting structure and metal fitting for supporting attic scaffold |
| CN201857747U (en) * | 2010-08-31 | 2011-06-08 | 中天建设集团有限公司 | Lifting type scaffold attachment device |
| CN102071798A (en) * | 2011-01-30 | 2011-05-25 | 中建三局建设工程股份有限公司 | Hydraulic climbing system for wall-attached support frame |
| KR101179916B1 (en) * | 2012-04-12 | 2012-09-05 | (주) 선엔지니어링종합건축사사무소 | Fixure for gondola movable horizontally |
| CN202644959U (en) * | 2012-06-28 | 2013-01-02 | 陕西百斯特工程技术有限公司 | Attached elevating scaffold based on lead screw and screw transmission |
| CN202882378U (en) * | 2012-09-26 | 2013-04-17 | 中国建筑第八工程局有限公司 | Attached type lifting scaffold |
| CN203499231U (en) * | 2013-10-18 | 2014-03-26 | 陈梓彤 | Integrated lift canopy frame or scaffold |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111653860A (en) * | 2020-06-30 | 2020-09-11 | 江苏胜帆电子科技有限公司 | 5G antenna boom that can install and adjust fast |
| CN112252735A (en) * | 2020-09-21 | 2021-01-22 | 温州华豪建设工程有限公司 | Carrying frame is built in room |
Also Published As
| Publication number | Publication date |
|---|---|
| CN103510695B (en) | 2017-06-20 |
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Addressee: Chen Zitong Document name: the First Notification of an Office Action |
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Granted publication date: 20170620 Termination date: 20211018 |