CN2630461Y - Special thin percussion grooving apparatus - Google Patents
Special thin percussion grooving apparatus Download PDFInfo
- Publication number
- CN2630461Y CN2630461Y CN 03242717 CN03242717U CN2630461Y CN 2630461 Y CN2630461 Y CN 2630461Y CN 03242717 CN03242717 CN 03242717 CN 03242717 U CN03242717 U CN 03242717U CN 2630461 Y CN2630461 Y CN 2630461Y
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- CN
- China
- Prior art keywords
- hammer body
- thin
- ram
- groove
- reversing roller
- 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.)
- Expired - Fee Related
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Abstract
A thin special device for impacting into groove belongs to the technical field of a special device for underground anti-leaking wall, which comprises a ladder-type super-thin ram, a double lines positioned system, a double buffer device matching with the speed-reducing elevating device and a reverse circulation residue-exhausting system. The lifting lug on the ladder-type supper-thin ram is connected with a ram by movable axle, which can let the ram impact from top to the bottom; and also to realize the good match between residue-exhausting hole and the pipe; while by realizing the ram impact from top to the bottom, the device reduces the impediment in the groove; and the tooth can impact the rock well; the toothed link is benefit to form the groove. The utility model solves the problems that the thin-type anti-leaking wall goes through the rock and forms the groove and plasma and land slide will happen underground when gravel and cobble are used in the construction. So, the utility model can be safely used in the rock. The wall made by the device is very thin. Also the work will be done efficiently and the operation is easy. In addition, the utility model is very steady and cost-effective, etc.
Description
Technical field
The utility model belongs to a kind of special equipment technical field that is used for the stratum impervious wall, specially refers to a kind of slim impact grooving isolated plant.
Background technology
This kind equipment and the technology of present domestic use are more, summarize and get up to have two kinds, be displacement method and non-displacement method, adopt special equipment along the impervious wall axis, by designing requirement, the former soil body of the certain width and the degree of depth is excavated out, again the material that designs is filled down, form certain intensity and the body of wall that meets certain antiseepage index, the common issue with that exists is that the spillage phenomenon is serious in sand gravel, cobble stratum, and the landslide situation is more general, solves the rock grooving and maybe can't solve than difficulty, geology is poor for applicability, and speed is slow, cost is high.Therefore, for developing out a kind of slim impact grooving isolated plant, be very necessary.
Summary of the invention
The purpose of this utility model:, solve the construction that thin-size diaphragm wall is gone into the rock grooving so that a kind of slim impact grooving isolated plant to be provided; Go into the construction of rock grooving to solve thin-size diaphragm wall; Solve construct in sand gravel, the cobble stratum spillage, landslide situation.
To achieve these goals, the utility model adopts following technical proposals to realize: a kind of slim impact grooving isolated plant, mainly cooperate deceleration windlass device and the anti-dreg removing system part that circulates to be formed by trapezoidal ultra-thin hammer body, duplex type orientation system, double buffering, it is characterized in that: hanger on the described trapezoidal ultra-thin hammer body and hammer body adopt movable axis to connect, and realize that trapezoidal hammer body is impacting up and down; Realize that hammer body mud hole and scum pipe well prepare; Realize the hammer body rhone when impacting up and down, to reduce the resistance of medium in the groove; Teeth realize better impacting rock; Tooth plate helps grooving.
The wire rope of described duplex type orientation system is respectively by two reversing rollers and the right connection of hammer body; Wire rope is by reversing roller and hammer body Left-wing Federation knot; Mast support fixation gooseneck boom and fixing reversing roller; Gooseneck boom is reversing roller fixedly; Front leg strut supports gooseneck boom; 3 reversing rollers all are positioned on one vertical plane of complete machine center, to guarantee that hammer body vertically advances.
Described anti-circulation dreg removing system mainly drives wire rope by reversing roller by electric winch, and scum pipe is moved up and down, so that waste is by outside gravel pump, the deslagging flexible pipe drain tank.
Described hammer body mud hole internal diameter is 180cm, and the scum pipe external diameter is 110cm.
The good effect of advantage of the present utility model:
The utility model isolated plant, hanger on the trapezoidal ultra-thin hammer body and hammer body adopt movable rotation-shaft to connect, because steel wire exists nature to put strength in the process of moving up and down, cause the wire rope rotating certain angle, make the hammer body teeter, adopted movable rotation-shaft to connect and the inconsistent wire rope of left rotation and right rotation direction for this reason, guaranteed that hammer body is laterally steady; Trapezoidal hammer is realized down-shift of working center, helps steadily impacting up and down; Hammer body mud hole internal diameter is 180cm, and the scum pipe external diameter is 110cm, leaves enough glade plane spaces, realizes that the good son of hammer body and scum pipe cooperates, and has improved the deslagging effect; Rhone realizes that hammer body reduces the resistance of medium in the groove when impacting up and down; Teeth adopt the high-strength abrasion-proof material, increase cutting force, increase the service life; Tooth plate helps the slotted eye moulding.The wire rope of duplex type orientation system is respectively by connecting about reversing roller and hammer body, keep hammer body when impacting up and down about steadily; Mast and front leg strut support fixation gooseneck boom and reversing roller; 3 reversing rollers are positioned at complete machine center one vertical plane, to guarantee that hammer body vertically advances.Anti-circulation dreg removing system drives wire rope by reversing roller by electric winch, and scum pipe moves up and down, so that waste is by outside gravel pump, the deslagging flexible pipe drain tank.Go into the construction of rock grooving to solve thin-size diaphragm wall; Solve construct in sand gravel, the cobble stratum spillage, landslide situation.Have construction go into rock reliable, become that wall is thin, work efficiency is fast, easy to operate, stable performance, construction cost is low and the advantage that reduces labor intensity.
Description of drawings
Fig. 1 provides a kind of structural representation of slim impact grooving isolated plant.
Fig. 2 provides the structural representation of the trapezoidal ultra-thin hammer body 1 among Fig. 1.
Fig. 3 provides the structural representation of the duplex type orientation system 2 among Fig. 1.
Fig. 4 provides the structural representation of the anti-circulation dreg removing system 3 among Fig. 1.
The specific embodiment
Below according to Fig. 1, Fig. 2, Fig. 3, Fig. 4, provide embodiment: a kind of slim impact grooving isolated plant, mainly cooperate deceleration windlass device and anti-dreg removing system 3 parts that circulate to be formed by trapezoidal ultra-thin hammer body 1, duplex type orientation system 2, double buffering, at first implement the ingredient among Fig. 2, Fig. 3, Fig. 4, at last it is installed this isolated plant of formation.
One, the hanger on the described trapezoidal ultra-thin hammer body 14 adopts movable axis to connect with hammer body 5, realizes that trapezoidal hammer body is impacting up and down; Realize that hammer body mud hole 6 and scum pipe 21 well prepare; Realize hammer body rhone 7 when impacting up and down, to reduce the resistance of medium in the groove; Teeth 8 adopt the high-strength abrasion-proof material to increase cutting force, realize better impacting rock; Tooth plate 9 helps the slotted eye moulding.
Two, the wire rope 10 of described duplex type orientation system 2 is respectively by two reversing rollers and 5 right connections of hammer body; Wire rope 11 is by reversing roller and hammer body 5 Left-wing Federations knot; Mast 15 support fixation gooseneck booms and fixing reversing roller 14; Gooseneck boom 16 is reversing roller 12,13 fixedly; Front leg strut 17 supports gooseneck boom; 3 reversing rollers all are positioned on one vertical plane of complete machine center, to guarantee that hammer body vertically advances.
Three, described anti-circulation dreg removing system 3 mainly drives wire rope 19 by reversing roller 20 by electric winch 18, and scum pipe 21 is moved up and down, so that waste is by outside gravel pump 22, deslagging flexible pipe 23 drain tanks.
Four, described hammer body mud hole internal diameter is 180cm, and the scum pipe external diameter is 110cm.
At last the part of working good will be installed among above-mentioned Fig. 2, Fig. 3, Fig. 4, promptly constitute this isolated plant according to Fig. 1 installation again.Below used in force parts in addition and material are commercial prod.
The utility model isolated plant is when thin impervious wall engineering construction, along impervious wall design axis laying apparatus orbit, the guide groove of excavation certain depth, trapezoidal hammer body is installed, adopt the job practices of jumping to construct, use anti-circulation dreg removing system with outside the waste drain tank, adopt direct pipe method infilled wall designing material again, form a body of wall that meets design strength and antiseepage index.
Claims (3)
1. slim impact grooving isolated plant, mainly cooperate deceleration windlass device and the anti-dreg removing system part that circulates to be formed by trapezoidal ultra-thin hammer body, duplex type orientation system, double buffering, it is characterized in that: hanger on the described trapezoidal ultra-thin hammer body and hammer body adopt movable axis to connect; The wire rope of described duplex type orientation system is respectively by two reversing rollers and the right connection of hammer body; Wire rope is by reversing roller and hammer body Left-wing Federation knot; Mast support fixation gooseneck boom and fixing reversing roller, gooseneck boom is reversing roller fixedly, and front leg strut supports gooseneck boom and 3 reversing rollers all are positioned on one vertical plane of complete machine center, to guarantee that hammer body vertically advances.
2. isolated plant according to claim 1 is characterized in that: described anti-circulation dreg removing system mainly drives wire rope by reversing roller by electric winch, and scum pipe is moved up and down, so that waste is by outside gravel pump, the deslagging flexible pipe drain tank.
3. isolated plant according to claim 1 is characterized in that: described hammer body mud hole internal diameter is 180cm, and scum pipe is outward 110cm.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 03242717 CN2630461Y (en) | 2003-03-31 | 2003-03-31 | Special thin percussion grooving apparatus |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 03242717 CN2630461Y (en) | 2003-03-31 | 2003-03-31 | Special thin percussion grooving apparatus |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN2630461Y true CN2630461Y (en) | 2004-08-04 |
Family
ID=34292299
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN 03242717 Expired - Fee Related CN2630461Y (en) | 2003-03-31 | 2003-03-31 | Special thin percussion grooving apparatus |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN2630461Y (en) |
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN101864892A (en) * | 2010-05-17 | 2010-10-20 | 福建省三明华亚机械制造有限公司 | Engineering percussion drill |
| CN101139913B (en) * | 2007-10-25 | 2011-01-12 | 肖立生 | Underground cut-off wall interlocking type drill hammer |
| CN102409972A (en) * | 2011-09-14 | 2012-04-11 | 万泽仁 | Multi-bit convolution punching/tamping engineering groover |
| CN103452472A (en) * | 2013-09-14 | 2013-12-18 | 麦提托合提·依敏萨依普 | Slurry pumping type well drilling device and well drilling method |
-
2003
- 2003-03-31 CN CN 03242717 patent/CN2630461Y/en not_active Expired - Fee Related
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN101139913B (en) * | 2007-10-25 | 2011-01-12 | 肖立生 | Underground cut-off wall interlocking type drill hammer |
| CN101864892A (en) * | 2010-05-17 | 2010-10-20 | 福建省三明华亚机械制造有限公司 | Engineering percussion drill |
| CN102409972A (en) * | 2011-09-14 | 2012-04-11 | 万泽仁 | Multi-bit convolution punching/tamping engineering groover |
| CN103452472A (en) * | 2013-09-14 | 2013-12-18 | 麦提托合提·依敏萨依普 | Slurry pumping type well drilling device and well drilling method |
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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 |