CN203488109U - Hydraulic lifting boring tower for directional construction - Google Patents
Hydraulic lifting boring tower for directional construction Download PDFInfo
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- CN203488109U CN203488109U CN201320516680.3U CN201320516680U CN203488109U CN 203488109 U CN203488109 U CN 203488109U CN 201320516680 U CN201320516680 U CN 201320516680U CN 203488109 U CN203488109 U CN 203488109U
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- tower
- pylon
- rig
- base
- hydraulic jack
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Abstract
The utility model discloses a hydraulic lifting boring tower for directional construction and relates to the technical field of supporting devices of drilling machines. The hydraulic lifting boring tower comprises a tower of a frame structure, wherein a base for supporting the tower is arranged at the bottom of the tower. The hydraulic lifting boring tower further comprises an adjustable auxiliary leg, a hydraulic oil cylinder, a two-layer platform, a drilling machine, a guide frame and a crown block. The drilling machine, the hydraulic oil cylinder, the adjustable auxiliary leg, the tower and the guide frame are fixed on the base of the tower. Under the condition of achieving straight hole drilling, the tower can be fixed at any angle within the range of 75 degrees to 90 degrees by matching of a gyrator on the drilling machine, the hydraulic oil cylinder and the adjustable auxiliary leg. By means of the independent guide frame, inconvenience in rope discharge is avoided, the requirement of the directional construction is met, directional effect is good, therefore, the hydraulic lifting boring tower is particularly suitable for being applied to special geographical environments, and drilling effect is improved.
Description
Technical field
The utility model relates to the bracing or strutting arrangement technical field of rig, relates in particular to a kind of row fluid pressure type of restricting easily and rises and put boring tower.
Background technology
Rig is in geological prospecting, drives drilling tool to creep into underground, obtains the plant equipment of geologic information in kind, claims again rig.Main Function is to drive the broken hole of drilling tool bed rock stone, is lowered to or proposes the drilling tool in hole.Can be used for drilling through rock core, the ore deposit heart, landwaste, gaseous state sample, liquid sample etc., to verify the situations such as subsurface geology and mineral resources.Because the object of rock and soil drilling engineering is different with construction object, thereby rig kind is more.Rig can classification by use, as rock-core borer, oil-well rig, survey for the purpose of locating hydrogeological resources and water drilling rig, engineering geologic investigation rig, underground drill rig and engineering construction rig etc.By drilling method, rig can be divided into four classes: impact drill, is divided into again churn formula, two kinds of rigs of drilling rod impact type.Along with social development and the increase of population, the mankind to the demand of mineral resources also in further increase.In shallow-layer mineral resources progressively under exhausted economic situation, exploit 2000 meters of following deep layer mineral resources imperative.But the working boring tower of existing orientation has the bad shortcoming of directional effect, cause and in special geological surrounding situation, use inconvenience.
Utility model content
Technical problem to be solved in the utility model is to provide a kind of directed construction and rises and put boring tower with fluid pressure type, and described boring tower has the advantages that directed result of use is good, is particluarly suitable for using in special geological surrounding, has improved drilling results.
For solving the problems of the technologies described above, technical solution adopted in the utility model is: a kind of directed construction rises and puts boring tower with fluid pressure type, the pylon that comprises frame construction, the bottom of pylon is provided with the base for support tower, characterized by further comprising adjustable secondary leg, hydraulic jack, two-layer platform, rig, leading truck and overhead traveling crane, hinged between pylon and base, adjustable secondary leg and hydraulic jack are obliquely installed, one end of adjustable secondary leg and hydraulic jack is connected with base, the other end of adjustable secondary leg and hydraulic jack is connected with pylon, described rig is fixed on described base, leading truck is arranged on the outside of rig and is fixedly connected with base, leading truck was provided with wheels, described overhead traveling crane is positioned at the top of described pylon, described two-layer platform is positioned at the top of pylon, rig is provided with hoist engine and gyrator, main rope on hoist engine passed through successively wheels and was connected with drilling tool with the assembly pulley on overhead traveling crane, cross wheels parallel with the assembly pulley axial direction on overhead traveling crane, vertical with hoist engine axial direction.
Preferably, described pylon is " people " font, and described adjustable secondary leg and hydraulic jack are provided with two.
Preferably, described two-layer platform is connected with pylon by the connecting rod of adjustable length.
Adopt the beneficial effect that technique scheme produces to be: fixedly rig, hydraulic jack, adjustable secondary leg, pylon and leading truck on the base of described boring tower, in the situation that meeting straight hole and creeping into, by being used in conjunction with between the gyrator on rig, hydraulic jack and adjustable secondary leg, can make boring tower be fixed on arbitrarily angled within the scope of 75 °~90 °, after introducing leading truck independently, well solved the inconvenient problem of row's rope, reach the requirement of directed construction, directional effect is good, be particluarly suitable for using in special geological surrounding, improved drilling results.In addition, put boring tower for described and use two hydraulic jacks and adjustable secondary leg, effectively guaranteed whole intensity, in use more safe and reliable; And two-layer platform is used the connecting rod of adjustable length to be connected with pylon, by regulating the length of connecting rod, can guarantee that two-layer platform is parallel to the ground, improved the safety of using.
Accompanying drawing explanation
Fig. 1 is structural representation of the present utility model;
Wherein: 1, the connecting rod of base 2, adjustable secondary leg 3, hydraulic jack 4, pylon 5, two-layer platform 6, rig 7, leading truck 8, overhead traveling crane 9, adjustable length.
The specific embodiment
Below in conjunction with the drawings and specific embodiments, the utility model is described in further detail.
As shown in Figure 1, a kind of directed construction rises and puts boring tower with fluid pressure type, comprises the pylon 4 of frame construction, and the bottom of pylon 4 is provided with the base 1 for support tower 4, also comprises adjustable secondary leg 2, hydraulic jack 3, two-layer platform 5, rig 6, leading truck 7 and overhead traveling crane 8.Hinged between pylon 4 and base 1, adjustable secondary leg 2 and hydraulic jack 3 are obliquely installed, and one end of adjustable secondary leg 2 and hydraulic jack 3 is connected with base 1, and the other end of adjustable secondary leg 2 and hydraulic jack 3 is connected with pylon 4.Preferred described pylon is " people " font, and described adjustable secondary leg 2 and hydraulic jack 3 are provided with two, is respectively provided with an adjustable secondary leg and hydraulic jack on two legs of pylon.Put boring tower for described and use two hydraulic jacks and adjustable secondary leg, effectively guaranteed whole intensity, in use more safe and reliable.
Described rig 6 is fixed on described base 1, and leading truck 7 is arranged on the outside of rig 6 and is fixedly connected with base 1, and leading truck 7 was provided with wheels, and described overhead traveling crane 8 is positioned at the top of described pylon 4, and described two-layer platform 5 is positioned at the top of pylon 4.Described two-layer platform 5 is connected with pylon 4 by the connecting rod 9 of adjustable length, by regulating the length of connecting rod, can guarantee that two-layer platform is parallel to the ground, has improved the safety of using.Rig 6 is provided with hoist engine and gyrator, and the main rope on hoist engine passed through successively wheels and is connected with drilling tool with the assembly pulley on overhead traveling crane 8, crosses wheels parallel with the assembly pulley axial direction on overhead traveling crane, vertical with hoist engine axial direction.
Start pumping plant, hydraulic jack is stretched out, pylon hoists.When pylon works stop solution compressing cylinder work when perpendicular to the ground that is raised to, allow adjustable secondary leg fixed gantry, remove boring tower auxiliary stand, then shrink hydraulic jack and adjustable secondary leg and start hoist for driller, put down main rope gently and reach predetermined construction angle, fixed hydraulic oil cylinder and adjustable secondary leg make pylon in stable state.
During orientation construction, the rotation of rig gyrator is to the angle of constructing, and hoist engine rotation makes main rope by crossing wheels and the lifting of overhead traveling crane top sheave group and transferring drilling tool on leading truck, through setting the rig gyrator of angle, constructs.For the ease of construction and easy to operate, described boring tower is installed independently leading truck device, mistake wheels on leading truck are parallel with the assembly pulley axial direction on overhead traveling crane, vertical with hoist engine axial direction, solved the constant problem of hoist for driller row rope while carrying out directed construction, directional effect is good, is particluarly suitable for using in special geological surrounding, has improved drilling results.This boring tower is mainly used in exploration and the engineering the drilling of metal, non-metal solid mineral deposit, the hydrology and oil gas field.
Applied specific case herein principle of the present utility model and embodiment thereof are set forth, the explanation of above embodiment is just with helping understand method of the present utility model and core concept thereof.It should be pointed out that for the person of ordinary skill of the art, under the prerequisite that does not depart from the utility model principle, can also carry out some improvement and modification to the utility model, these improvement and modification also fall in the protection domain of the utility model claim.
Claims (3)
1. a directed construction rises and puts boring tower with fluid pressure type, the pylon (4) that comprises frame construction, the bottom of pylon (4) is provided with the base (1) for support tower (4), characterized by further comprising adjustable secondary leg (2), hydraulic jack (3), two-layer platform (5), rig (6), leading truck (7) and overhead traveling crane (8), hinged between pylon (4) and base (1), adjustable secondary leg (2) and hydraulic jack (3) are obliquely installed, one end of adjustable secondary leg (2) and hydraulic jack (3) is connected with base (1), the other end of adjustable secondary leg (2) and hydraulic jack (3) is connected with pylon (4), described rig (6) is fixed on described base (1), leading truck (7) is arranged on the outside of rig (6) and is fixedly connected with base (1), leading truck (7) was provided with wheels, described overhead traveling crane (8) is positioned at the top of described pylon (4), described two-layer platform (5) is positioned at the top of pylon (4), rig (6) is provided with hoist engine and gyrator, main rope on hoist engine passed through successively wheels and was connected with drilling tool with the assembly pulley on overhead traveling crane (8), cross wheels parallel with the assembly pulley axial direction on overhead traveling crane (8), vertical with the axial direction of hoist engine.
2. a kind of directed construction according to claim 1 rises and puts boring tower with fluid pressure type, it is characterized in that described pylon is " people " font, and described adjustable secondary leg (2) and hydraulic jack (3) are provided with two.
3. a kind of directed construction according to claim 1 rises and puts boring tower with fluid pressure type, it is characterized in that described two-layer platform (5) is connected with pylon (4) by the connecting rod (9) of adjustable length.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
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CN201320516680.3U CN203488109U (en) | 2013-08-23 | 2013-08-23 | Hydraulic lifting boring tower for directional construction |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
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CN201320516680.3U CN203488109U (en) | 2013-08-23 | 2013-08-23 | Hydraulic lifting boring tower for directional construction |
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CN203488109U true CN203488109U (en) | 2014-03-19 |
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CN201320516680.3U Expired - Fee Related CN203488109U (en) | 2013-08-23 | 2013-08-23 | Hydraulic lifting boring tower for directional construction |
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CN (1) | CN203488109U (en) |
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN108590536A (en) * | 2018-03-28 | 2018-09-28 | 中国地质大学(武汉) | A kind of layer is moved the straight tiltedly dual-purpose quadrangular boring tower of formula |
-
2013
- 2013-08-23 CN CN201320516680.3U patent/CN203488109U/en not_active Expired - Fee Related
Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN108590536A (en) * | 2018-03-28 | 2018-09-28 | 中国地质大学(武汉) | A kind of layer is moved the straight tiltedly dual-purpose quadrangular boring tower of formula |
CN108590536B (en) * | 2018-03-28 | 2019-05-24 | 中国地质大学(武汉) | The straight tiltedly dual-purpose quadrangular boring tower of a kind of layer of shifting formula |
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Legal Events
Date | Code | Title | Description |
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GR01 | Patent grant | ||
GR01 | Patent grant | ||
CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20140319 Termination date: 20190823 |
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CF01 | Termination of patent right due to non-payment of annual fee |