CN204225177U - One leads wall chase automatic excavator continuously - Google Patents
One leads wall chase automatic excavator continuously Download PDFInfo
- Publication number
- CN204225177U CN204225177U CN201420646513.5U CN201420646513U CN204225177U CN 204225177 U CN204225177 U CN 204225177U CN 201420646513 U CN201420646513 U CN 201420646513U CN 204225177 U CN204225177 U CN 204225177U
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- China
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- bearing
- flange
- groove milling
- drill bit
- wall
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- Expired - Fee Related
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Abstract
The utility model discloses one and lead wall chase automatic excavator continuously.Existing diaphragm wall digs need by manually digging out guiding wall when leading wall chase, and efficiency is low; Do not have automatically to mill out the machine that diaphragm wall leads wall chase fast at present.Intermediate support beam two ends of the present utility model are bolted with follower car and active compartment respectively; The horizontal arm of cantilever offers flange mounting hole, and the bottom of vertical arm is provided with boss, and the bottom of boss is provided with cantilevered axle; Cantilevered axle is connected by bearing with follower car, and boss is connected by pin with follower car; The top of flange is bearing in the flange mounting hole of cantilever by bearing; The top of groove milling drill bit and the bottom of flange are bolted; Power input shaft is bearing on active compartment by bearing; Second roller gear is connected by key with power input shaft; Driving mechanism drives flange and the second roller gear.The utility model automatically can dig diaphragm wall in underground and lead wall chase, lays a good foundation for setting up diaphragm wall fast.
Description
Technical field
The utility model belongs to building machinery field, relates to automatic grooving mechanism, is specifically related to one and leads wall chase automatic excavator continuously.
Background technology
Ground is the foundation of building, along with the development of building trade, more and more higher to the efficiency requirements of laying the foundations.Now generally adopt drilling machine to form stake holes on building sites in foundation soil, weave reinforcing cage by workman, then reinforcing cage is put into stake holes, then toward wherein pouring into a mould mixed pise ground, the foundation wall of foundation is not continuous print, and intensity is lower; Existing diaphragm wall is generally first by digging machine or artificial, dig out in underground and lead wall chase, in groove, put into guide wall form board again support, then artificial at both sides assembling reinforcement net, last toward wherein building mixed earth, this grooving mode needs first by manually digging out the groove of certain depth and width as guiding wall, and efficiency is low; Existing operating type needs manually to climb to operation in the soil box of below ground, and there is insecurity, efficiency is low.A kind of diaphragm wall automatically milling out required width in underground fast is not still had to lead the machine of wall chase at present.
Summary of the invention
The purpose of this utility model is for the deficiencies in the prior art, provides one to lead wall chase automatic excavator continuously, automatically can dig diaphragm wall in underground and lead wall chase, lays a good foundation for setting up diaphragm wall fast.
The utility model comprises follower car, cantilever, flange, intermediate support beam, groove milling drill bit, initiatively compartment and driving mechanism; The two ends of described intermediate support beam are bolted with follower car and active compartment respectively; Intermediate support beam offers groove milling drill bit and stretches into hole; Described cantilever comprises integrated horizontal arm and vertical arm, and horizontal arm offers flange mounting hole, and the bottom of vertical arm is provided with boss, and the bottom of boss is provided with cantilevered axle; Described cantilevered axle is connected by bearing with follower car, and boss is connected by pin with follower car; The top of described flange is bearing in the flange mounting hole of cantilever by bearing; Hole is stretched into through the groove milling drill bit of intermediate support beam in the top of described groove milling drill bit, and is bolted with the bottom of flange; The both sides in described follower car and initiatively compartment are all hinged with roller; Power input shaft is bearing on active compartment by bearing, and two ends are all fixed with adhesion wheel; Second roller gear is connected by key with power input shaft; Described driving mechanism drives flange and the second roller gear.
The groove milling drill bit of described intermediate support beam stretches into outer, top, hole and is fixed with casting disk, and casting disk offers two symmetrical casting notches; Curved baffle is fixed on bottom intermediate support beam; The hole wall that medial surface and the groove milling drill bit of described curved baffle stretch into hole aligns and arranges, and towards the direction of advance of follower car; Curved baffle is provided with groove milling drilling bit support; The middle part of groove milling drill bit is bearing on groove milling drill bit support by bearing.
The beneficial effects of the utility model:
Groove milling drill bit of the present utility model synchronously moves forward and rotates, so automatically dig out required width lead wall chase, improve the efficiency of building lot, reduce manual labor's amount, reach efficient, safe operation effectiveness.
Accompanying drawing explanation
Fig. 1 is overall structure stereogram of the present utility model;
Fig. 2 is the structure sectional view of cantilever in the utility model;
Fig. 3 is the structural perspective of intermediate support beam of the present utility model.
Detailed description of the invention
Below in conjunction with drawings and Examples, the utility model is described in further detail.
As shown in Figure 1,2 and 3, one leads wall chase automatic excavator continuously, comprises follower car 1, cantilever 3, flange 4, intermediate support beam 5, groove milling drill bit 6, initiatively compartment 7 and driving mechanism; The two ends of intermediate support beam 5 are bolted with follower car 1 and active compartment 7 respectively; Intermediate support beam 5 offers groove milling drill bit and stretches into hole 5-2; Cantilever 3 comprises integrated horizontal arm and vertical arm, and horizontal arm offers flange mounting hole 3-1, and the bottom of vertical arm is provided with boss 3-3, and the bottom of boss 3-3 is provided with cantilevered axle 3-2; Cantilevered axle 3-2 is connected by bearing with follower car 1, and boss 3-3 is connected by pin with follower car 1; The top of flange 4 is bearing in the flange mounting hole 3-1 of cantilever by bearing; Hole 5-2 is stretched into through the groove milling drill bit of intermediate support beam in the top of groove milling drill bit 6, and is bolted with the bottom of flange 4; The both sides in follower car 1 and initiatively compartment 7 are all hinged with roller; Power input shaft is bearing on active compartment by bearing, and two ends are all fixed with adhesion wheel 8; Second roller gear 10 is connected by key with power input shaft; Driving mechanism drives flange 4 and the second roller gear 10.
As shown in Figure 3, the groove milling drill bit of intermediate support beam stretches into outer, 5-2 top, hole and is fixed with casting disk 5-4, and casting disk 5-4 offers two symmetrical casting notches; Curved baffle 5-1 is fixed on bottom intermediate support beam 5; The hole wall that medial surface and the groove milling drill bit of curved baffle 5-1 stretch into hole 5-2 aligns and arranges, and towards the direction of advance of follower car 1; Curved baffle 5-1 is provided with groove milling drilling bit support 5-3; The middle part of groove milling drill bit 6 is bearing on groove milling drill bit support 5-3 by bearing; During groove milling drill bit rotational, earth moves up along curved baffle 5-1 and is discharged to ground smoothly from the casting notch of casting disk 5-4.
This leads the operating principle of wall chase automatic excavator continuously:
The adhesion wheel 8 in active compartment 7, the initiatively roller of compartment 7 and follower car 1 are placed on slide rail 2; Driving mechanism drives flange 4 and belt wheel 11 simultaneously; Power is passed to driving shaft by belt wheel 11, power is passed to the first roller gear 9 by planet-gear speed reducer by driving shaft, first roller gear 9 engages with the second roller gear 10 to be passed to power input shaft by power thus adhesion wheel 8 is rotated, and initiatively compartment 7 hauls this and leads wall chase automatic excavator continuously and move; Flange 4 drives groove milling drill bit 6 to rotate, thus digs out in underground and lead wall chase, and earth moves up along curved baffle 5-1 and is discharged to ground smoothly from the casting notch of casting disk 5-4.
Claims (2)
1. lead a wall chase automatic excavator continuously, comprise follower car, cantilever, flange, intermediate support beam, groove milling drill bit, initiatively compartment and driving mechanism, it is characterized in that:
The two ends of described intermediate support beam are bolted with follower car and active compartment respectively; Intermediate support beam offers groove milling drill bit and stretches into hole; Described cantilever comprises integrated horizontal arm and vertical arm, and horizontal arm offers flange mounting hole, and the bottom of vertical arm is provided with boss, and the bottom of boss is provided with cantilevered axle; Described cantilevered axle is connected by bearing with follower car, and boss is connected by pin with follower car; The top of described flange is bearing in the flange mounting hole of cantilever by bearing; Hole is stretched into through the groove milling drill bit of intermediate support beam in the top of described groove milling drill bit, and is bolted with the bottom of flange; The both sides in described follower car and initiatively compartment are all hinged with roller; Power input shaft is bearing on active compartment by bearing, and two ends are all fixed with adhesion wheel; Second roller gear is connected by key with power input shaft; Described driving mechanism drives flange and the second roller gear.
2. one according to claim 1 leads wall chase automatic excavator continuously, it is characterized in that: the groove milling drill bit of described intermediate support beam stretches into outer, top, hole and is fixed with casting disk, and casting disk offers two symmetrical casting notches; Curved baffle is fixed on bottom intermediate support beam; The hole wall that medial surface and the groove milling drill bit of described curved baffle stretch into hole aligns and arranges, and towards the direction of advance of follower car; Curved baffle is provided with groove milling drilling bit support; The middle part of groove milling drill bit is bearing on groove milling drill bit support by bearing.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201420646513.5U CN204225177U (en) | 2014-10-31 | 2014-10-31 | One leads wall chase automatic excavator continuously |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201420646513.5U CN204225177U (en) | 2014-10-31 | 2014-10-31 | One leads wall chase automatic excavator continuously |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN204225177U true CN204225177U (en) | 2015-03-25 |
Family
ID=52923292
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201420646513.5U Expired - Fee Related CN204225177U (en) | 2014-10-31 | 2014-10-31 | One leads wall chase automatic excavator continuously |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN204225177U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108487859A (en) * | 2018-04-02 | 2018-09-04 | 李相峰 | The construction method of electric power wind tower ring foundation |
-
2014
- 2014-10-31 CN CN201420646513.5U patent/CN204225177U/en not_active Expired - Fee Related
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108487859A (en) * | 2018-04-02 | 2018-09-04 | 李相峰 | The construction method of electric power wind tower ring foundation |
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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 |
Granted publication date: 20150325 Termination date: 20151031 |
|
| EXPY | Termination of patent right or utility model |