CN201793344U - Lifting equipment for manual hole digging piles - Google Patents
Lifting equipment for manual hole digging piles Download PDFInfo
- Publication number
- CN201793344U CN201793344U CN2010205312007U CN201020531200U CN201793344U CN 201793344 U CN201793344 U CN 201793344U CN 2010205312007 U CN2010205312007 U CN 2010205312007U CN 201020531200 U CN201020531200 U CN 201020531200U CN 201793344 U CN201793344 U CN 201793344U
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- CN
- China
- Prior art keywords
- steelframe
- horizontal
- lifting means
- winch
- vertical
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- Expired - Fee Related
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- Placing Or Removing Of Piles Or Sheet Piles, Or Accessories Thereof (AREA)
Abstract
The utility model relates to construction equipment, in particular to lifting equipment for manual hole digging piles. The lifting equipment consists of a stress bracket and a lifting device, and is characterized in that the stress bracket comprises a horizontal steel frame, a vertical steel frame and a horizontal transverse steel beam, wherein the vertical steel frame is vertically arranged at the front end of the horizontal steel frame, and the horizontal transverse steel beam is fixed at the top of the vertical steel frame; and the lifting device comprises an electric motor, a windlass, a lifting rope and a fixed pulley set, wherein the electric motor is connected with the windlass, one end of the lifting rope is connected with the windlass, and the other end is connected with a slagging bucket after passing through the fixed pulley set arranged on the horizontal transverse steel beam. The lifting equipment provided by the utility model has the advantages of simple structure, convenience in operation, high reliability and high recycling rate, further, the labor intensity of hole digging workers is lowered, the production efficiency is improved and a large number of cost and labor are saved in manual hole digging construction by adopting the lifting equipment.
Description
Technical field
The utility model relates to a kind of preparation of construction, especially a kind of artificial digging pile jacking equipment.
Background technology
In highway, railway, the worker of worker China Democratic National Construction Association engineering construction, dig stake and all finish by heavy mechanical equipment.But also there are some occasions but not possess the execution conditions that the use big machinery digs a pore-forming, therefore can only adopt and manually dig a pore-forming, brought certain influence to construction.On the one hand owing to need the direct labor to operate, so labour intensity is big, and efficiency is very low, on the other hand because the individual difference of laborer's operation has also caused cooresponding influence to construction quality and progress.
Summary of the invention
To be solved in the utility model is exactly not possess a problem of pore-forming inconvenience of digging that causes when using big machinery to dig a drilling construction condition, and a kind of practical preparation of construction is provided.
A kind of artificial digging pile lifting means of the present utility model, constitute by stressed support and jacking system, it is characterized in that stressed support comprises horizontal steelframe, vertical steelframe and horizontal cross girder steel, vertical steelframe is vertically set on horizontal steelframe front end, and a horizontal cross girder steel is fixed on vertical steelframe top; Jacking system comprises electrical motor, winch, halliard and dead sheave group, and electrical motor is connected with winch, and halliard one end is connected with winch, and the other end passes after the dead sheave group that is arranged on the horizontal cross girder steel and goes out inder pot and be connected.
For strengthening the steadiness of this equipment, between the described horizontal cross girder steel other end and horizontal steelframe, fix a preposition diagonal brace steelframe, between described vertical steelframe and horizontal steelframe, fix rearmounted oblique rollering steel frame.In addition, a mass is set on the horizontal steelframe, that can avoid that this equipment causes when promoting slag charge rocks.
The stressed support of the utility model equipment adopts has certain rigidity, intensity, and has than the channel-section steel or the shaped steel of light weight and make, and its each parts adopt bolted connection in the back of punching, and are convenient to artificial assembly unit, carrying.
Described electrical motor and winch are slow speed motor and winch.Artificial brake equipment is set between electrical motor and the winch, avoids when motor rotation or power failure, the lifting steel cable being descended suddenly.
Described horizontal cross girder steel is connected by wearing pin type dead sheave with the top and bottom of vertical steelframe respectively with preposition diagonal brace steelframe, can horizontally rotate outside eating dishes without rice or wine to guarantee horizontal cross girder steel and preposition diagonal brace steelframe, is convenient to the loading and unloading of waste in material or the hole.
Device structure of the present utility model is simple, and is easy to operate, the reliability height, and turnover Occupation coefficient height can reduce the borehole working strength of workers after using this equipment, enhances productivity, and uses this equipment can save a large amount of costs and labour in the manually digging hole construction.
Description of drawings
Fig. 1 is the utility model embodiment 1 structural representation
Wherein, horizontal steelframe 1, vertical steelframe 2, horizontal cross girder steel 3, preposition diagonal brace steelframe 4 is worn pin type dead sheave group 5, dead sheave group 6, halliard 7 goes out inder pot 8, electrical motor 9, winch 10, mass 11, rearmounted oblique rollering steel frame 12, control convenience 13.
Specific embodiment
Embodiment 1: a kind of artificial digging pile lifting means, this equipment is made of stressed support and jacking system.Stressed support comprises horizontal steelframe 1, vertical steelframe 2, horizontal cross girder steel 3, preposition diagonal brace steelframe 4, rearmounted oblique rollering steel frame 12.Horizontal steelframe 1 punches the back by bolted connection squarely framed structure with vertical steelframe 2 by channel-section steel, vertical steelframe 2 vertical fixing are connected horizontal steelframe 1 front end, horizontal cross girder steel 3 one ends are connected vertical steelframe 2 tops by wearing pin type dead sheave 5, horizontal cross girder steel 3 other ends are connected with preposition diagonal brace steelframe 4, and preposition diagonal brace steelframe 4 other ends are connected by wearing pin type dead sheave 5 with vertical steelframe 2.Fix rearmounted oblique rollering steel frame 12 between vertical steelframe 2 and the horizontal steelframe 1.One configuration thing 11 also need be set, to guarantee the quiet run of equipment on the horizontal steelframe 1.Jacking system comprises slow speed motor 9, slow speed of revolution winch 10, halliard 7 and dead sheave group 6, electrical motor 9 is connected with winch 10, halliard 7 one ends are connected with winch 10, and the other end passes the dead sheave group that is arranged on the horizontal cross girder steel 36 backs and goes out inder pot 8 and be connected.Wherein, establish artificial brake equipment between electrical motor 9 and the winch 10, avoid when motor rotation or power failure, the lifting steel cable being descended suddenly.And the control convenience 13 of equipment comprises that switch box and operating switch equipment then are installed on the vertical steelframe 2.
Claims (6)
1. artificial digging pile lifting means, constitute by stressed support and jacking system, it is characterized in that stressed support comprises horizontal steelframe (1), vertical steelframe (2) and horizontal cross girder steel (3), vertical steelframe (2) is vertically set on horizontal steelframe (1) front end, and a horizontal cross girder steel (3) is fixed on vertical steelframe (2) top; Jacking system comprises electrical motor (9), winch (10), halliard (7) and dead sheave group (6), electrical motor (9) is connected with winch (10), halliard (7) one ends are connected with winch (10), and the other end passes dead sheave group (6) back that is arranged on the horizontal cross girder steel (3) and goes out inder pot (8) and be connected.
2. a kind of artificial digging pile lifting means according to claim 1 is characterized in that fixing between described horizontal cross girder steel (3) other end and the horizontal steelframe (1) a preposition diagonal brace steelframe (4).
3. a kind of artificial digging pile lifting means according to claim 1 and 2 is characterized in that fixing rearmounted oblique rollering steel frame (12) between described vertical steelframe (2) and the horizontal steelframe (1).
4. a kind of artificial digging pile lifting means according to claim 1 is characterized in that between electrical motor (9) and the winch (10) artificial brake equipment being set.
5. a kind of artificial digging pile lifting means according to claim 2 is characterized in that described horizontal cross girder steel (3) is connected by wearing pin type dead sheave (5) with the top and bottom of vertical steelframe (2) respectively with preposition diagonal brace steelframe (4).
6. a kind of artificial digging pile lifting means according to claim 1 is characterized in that stressed support adopts channel-section steel or shaped steel to make.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2010205312007U CN201793344U (en) | 2010-09-16 | 2010-09-16 | Lifting equipment for manual hole digging piles |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2010205312007U CN201793344U (en) | 2010-09-16 | 2010-09-16 | Lifting equipment for manual hole digging piles |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN201793344U true CN201793344U (en) | 2011-04-13 |
Family
ID=43848265
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN2010205312007U Expired - Fee Related CN201793344U (en) | 2010-09-16 | 2010-09-16 | Lifting equipment for manual hole digging piles |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN201793344U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103288002A (en) * | 2013-06-22 | 2013-09-11 | 中铁十八局集团第二工程有限公司 | Simple combination portal upper-air heavy-article hoisting device |
| CN105781610A (en) * | 2016-04-28 | 2016-07-20 | 中交四公局第工程有限公司 | Safety cabin for manual hole digging operation |
-
2010
- 2010-09-16 CN CN2010205312007U patent/CN201793344U/en not_active Expired - Fee Related
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103288002A (en) * | 2013-06-22 | 2013-09-11 | 中铁十八局集团第二工程有限公司 | Simple combination portal upper-air heavy-article hoisting device |
| CN103288002B (en) * | 2013-06-22 | 2015-12-02 | 中铁十八局集团第二工程有限公司 | Simple combination door frame high-altitude weight hanging apparatus |
| CN105781610A (en) * | 2016-04-28 | 2016-07-20 | 中交四公局第工程有限公司 | Safety cabin for manual hole digging operation |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20110413 Termination date: 20180916 |