CN2543992Y - Diameter-changeable pouring pile machine automatic control system - Google Patents
Diameter-changeable pouring pile machine automatic control system Download PDFInfo
- Publication number
- CN2543992Y CN2543992Y CN 02211809 CN02211809U CN2543992Y CN 2543992 Y CN2543992 Y CN 2543992Y CN 02211809 CN02211809 CN 02211809 CN 02211809 U CN02211809 U CN 02211809U CN 2543992 Y CN2543992 Y CN 2543992Y
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- CN
- China
- Prior art keywords
- fixed pulley
- pile
- control system
- code
- automatic control
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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 a variable diameter cast-in-place pile machine automatic control system for construction industry, in particular to high building pile-making construction, consisting of a main hoister 1, a fixed pulley 2 at the top part, a fixed pulley 7 at the top part, a code disc 6, transmission wheels 3 and 5 of the code disc, a triangle belt 4, a steel rope 8, a vibration hammer 9, a sensor 10, a vibration rod 11, an AD converter 12, a computer system composed of a CPU 13, a display 14, a printer 15, an output and input bus 16 and a signal display 17. By adopting the automatic control system, the utility model can not only avoid the effect of artificial factors and realize automation of pile making process, but also determine the end resistance, the side resistance of the grouting pile and other uncertain factors during the construction, ensuring quantitative control, thus improving the pile-making efficiency and quality, being suitable for popularization and application.
Description
The utility model relates to a kind of particularly stake machine control system of highrise building piling construction of builing industry that is used for.
Pile foundation is the particularly basis and the prerequisite of high-story architecture construction of building.By making job practices, pile foundation can be divided into soil compaction stake, non-soil compaction stake and part soil compaction stake three major types.Wherein, the soil compaction stake comprises nearly 20 kinds of preformed pile, tube-sinking cast-in-situ pile, Fu Lanke stake, Chinese compaction pile etc.; The stake of part soil compaction comprises kind surplus impact holing castinplace pile, stake end pressure castinplace pile, squeezed castinplace pile, the variable-diameter cast-in-situ pile etc. 20 of holing.At present, though pile foundation is made various stake machine types, structure difference that construction is utilized, be the pore-forming of certain form or the machinery that fetches earth from seeing them in fact, personnel see with eyes by constructing operation, and operation control by hand.In addition, can't quantitatively be controlled by the stake machine for the uncertain factor that is run in pile foundation construction, even stake end soil and hole wall soil are applied certain extruding measure, also can only be qualitatively, can not accomplish quantitative control.Above-mentioned situation not only makes constructing operation personnel workload and labour intensity bigger, and the pile foundation construction quality is also had a negative impact.
The purpose of this utility model is to provide a kind of variable-diameter cast-in-situ pile stake machine robot control system(RCS) that can avoid the human factor influence, realize system stake automation technolo, raising single pile design bearing capacity and system quality of pile.
The utility model is to realize like this.This robot control system(RCS) comprises vibrating arm robot control system(RCS) and code-disc and the transmission device two parts thereof that combined by " computer+sensor+vibrating hammer ", its structure, assembling, annexation are as follows: the main winch that is arranged on the machine links to each other with the bottom fixed pulley by the wire rope that is wrapped on its cylinder, the bottom fixed pulley links to each other with the top fixed pulley by wire rope, the top fixed pulley links to each other by the vibrating hammer of wire rope with its below, vibrating hammer links to each other with vibrating arm, is provided with sensor therebetween; The computer system that is made of central processing unit CPU, display CRT, printer PRINT, Signal Monitor and input/output bus is connected with the code-disc that is arranged on bottom fixed pulley side and be attached thereto with the sensor that is arranged between vibrating hammer and the vibrating arm respectively through A/D converter by lead; The axle head of code-disc one side is equipped with code-disc drive II, and this drive is by the transmission that is connected with the code-disc drive I that is arranged on bottom fixed pulley axle head of the V-belt on it.During work, earlier the relevant design parameters (loading force, up-downgoing height) of variable-diameter cast-in-situ pile is imported the computer CPU; Then, loosen main winch, vibrating arm is bored at the bottom of point sinks to the hole; Open vibrating hammer, the automatic descending 2m of vibrating arm sinks in the soil, 2m automatically then rises, stay shake 2 minutes (inserting quantitative dirt rubble), automatic again descending 2m stays and shakes 2 minutes, automatic again up 2m, can reach design pressure PA through the A section of instead inserting (general 5-10) variable-diameter cast-in-situ pile several times like this, vibrating arm just enters the work of B section automatically; The B section is manufactured and is finished, and enters the work of C section again automatically.In above-mentioned automatic system stake process, up, the descending at every turn height (being main winch wire rope stroke) of vibrating arm is tested by code-disc, and is controlled by computer; Make stake pressure (being loading force) by sensor test for every section, and realize by computer control vibrating hammer and vibrating arm.
The utility model is manufactured process at variable-diameter cast-in-situ pile and is utilized the sensor test loading force, by computer control vibrating hammer and vibrating arm, utilize code-disc test vibration bar uplink and downlink height and control by computer, thereby not only realized a system stake automation technolo, avoid the human factor influence, and other uncertain factors in perfusion end bearing and side resistance and the construction all can have been determined, accomplished quantitative control, thereby can improve system stake efficient and quality, be suitable for and apply.
Accompanying drawing is assembling of the present utility model, connection configuration schematic diagram.
Below in conjunction with accompanying drawing enforcement of the present utility model is illustrated.
As shown in the figure, the utility model is formed by main winch 1, bottom fixed pulley 2, code-disc drive 3,5, V-belt 4, code-disc 6, top fixed pulley 7, hoist engine wire rope 8, vibrating hammer 9, sensor 10, vibrating arm 11, A/D converter 12 with by computer system and Signal Monitor 17 that CPU 13, display 14, printer 15, input/output bus 16 constitute.Wherein, the specifications and models of code-disc 6 are LF-18BN-CO5D.Sensor 10 adopts CL-YD302 type piezoelectric force transducer.Vibrating arm 11 is the seamless steel pipe of long 18m, wall thickness 〉=16mm, and its underpart is provided with the awl point that 50 ° of drift angles are made in 4 layers, every layer rectangular leg-of-mutton wild goose wing of 4 longitudinal sections, bottom.A/D converter 12, CPU 13, display 14, printer 15, input/output bus 16 belong to supporting computer system together.Main winch 1, bottom fixed pulley 2, top fixed pulley 7, wire rope 8, vibrating hammer 9 are the original parts on the DZ pile series machine.
Claims (1)
1, a kind of variable-diameter cast-in-situ pile stake machine robot control system(RCS), by main winch (1), bottom fixed pulley (2), top fixed pulley (7), hoist engine wire rope (8), vibrating hammer (9), vibrating arm (11) is formed, it is characterized in that: the main winch (1) that is arranged on the machine links to each other with bottom fixed pulley (2) by the wire rope (8) that is wrapped on its cylinder, bottom fixed pulley (2) links to each other with top fixed pulley (7) by wire rope (8), top fixed pulley (7) links to each other by the vibrating hammer (9) of wire rope (8) with its below, vibrating hammer (9) links to each other with vibrating arm (11), is provided with sensor (10) therebetween; The computer system that is made of CPU (13), display (15), printer (16), input/output bus (14) and Signal Monitor (17) is connected with the code-disc (6) that is arranged on bottom fixed pulley (2) side and be attached thereto with sensor (10) respectively through A/D converter (12) by lead; The axle head of code-disc (6) one sides is equipped with code-disc drive (5), and this drive plate is by the V-belt on it (4) transmission that is connected with the code-disc drive (3) that is arranged on bottom fixed pulley (2) axle head.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 02211809 CN2543992Y (en) | 2002-05-10 | 2002-05-10 | Diameter-changeable pouring pile machine automatic control system |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 02211809 CN2543992Y (en) | 2002-05-10 | 2002-05-10 | Diameter-changeable pouring pile machine automatic control system |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN2543992Y true CN2543992Y (en) | 2003-04-09 |
Family
ID=33691622
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN 02211809 Expired - Fee Related CN2543992Y (en) | 2002-05-10 | 2002-05-10 | Diameter-changeable pouring pile machine automatic control system |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN2543992Y (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105002889A (en) * | 2015-07-02 | 2015-10-28 | 盘锦红海实业集团有限公司 | Preloading harsh concrete pile construction method and control system |
| CN105264144A (en) * | 2013-04-19 | 2016-01-20 | 弗拉克图姆2012公司 | A hammering device and a method for operating a hammering device |
| CN106907006A (en) * | 2017-04-13 | 2017-06-30 | 蒋旭峰 | Build contoured machine |
-
2002
- 2002-05-10 CN CN 02211809 patent/CN2543992Y/en not_active Expired - Fee Related
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105264144A (en) * | 2013-04-19 | 2016-01-20 | 弗拉克图姆2012公司 | A hammering device and a method for operating a hammering device |
| CN105002889A (en) * | 2015-07-02 | 2015-10-28 | 盘锦红海实业集团有限公司 | Preloading harsh concrete pile construction method and control system |
| CN106907006A (en) * | 2017-04-13 | 2017-06-30 | 蒋旭峰 | Build contoured machine |
| CN106907006B (en) * | 2017-04-13 | 2022-11-25 | 博湃建筑科技（上海）有限公司 | Building outline forming machine |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| C19 | Lapse of patent right due to non-payment of the annual fee | ||
| CF01 | Termination of patent right due to non-payment of annual fee |