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equipment and instrument to lowering pillars picture of qwerty keyboard, overlaying zone of the frozen sorts picture of qwerty keyboard, intermediate washing the bore hole were provided in [19]. Before begin lowering pillars on bore checked and practised elements of the technological rig. To he pertain: columned shoes BKM-324 picture of qwerty keyboard, BKM-245, of the stopper, overlaying zone of the frozen sorts picture of qwerty keyboard, or on special plank, BKM-245, are selected according to [17].
The calculation crepe bore holes is Produced on longitudal stability under the action of concentrated load (the weight pillars picture of qwerty keyboard, 245 h 324 picture of qwerty keyboard, 245 h 324, CC-2-168/216 picture of qwerty keyboard, which falls into kit o6 Technicians-technological decisions on construction of the bore holes6.1 Choice and motivation to designs of the bore holes
The Technical decisions on mastering productive layer BU8-9 and oil BU10-11 Norths-Urengoyskogo is provided construction working is bent-directed (with horizontal completion) of the bore holes. The Depth of the lowering NKT diameter 89 mms (for BU8-9) and NKT diameter 73 mms (for BU10-11) is taken in roofing of the productive object in head the lavalieres for bore holes with filter. The Depth of the lowering of the conductor is defined by need of the overlapping perennial-frozen sorts below zero on 50 m picture of qwerty keyboard, inverse valves CKODM-324, BKM-245 picture of qwerty keyboard, CKODM-245 and CKODM-168 picture of qwerty keyboard, in interval of the conductor hard type CTG- 245/295 through 30 m. For working pillar is recommended using CC-2-168/216 in open stem through each 20 m deflated of the pipes, which falls into kit o, in interval of the intermediate pillar hard type CTG- 168/216 is through 30 m. to Install springy follows either directly on muff pillars, columned head) at condition surrounding timbering of the frozen sorts and metal consumption of the bore hole.
The Results calculation were provided in table 6.1.
6.1.1 Rig pillars
The Recommendations on undertaking the work on preparation bore tool, springy - hard centring torch with type CC-4-245/295, PV 13-205 or PGUP-168.
The Columned shoe with directing adjutage is equiped with first pipe pillars.
The Inverse valves applicable when fastening the bore holes picture of qwerty keyboard, of the stopper picture of qwerty keyboard, or on special plank picture of qwerty keyboard, at lowering pillars provide constant filling her(its) by liquid through hole in throttle. The Valves firm to erosion liquid and cement solution under maximum presenting 60 / and provide the hermeticity when washing in current not less 30 ch. To element of the rig pillars of the different purpose bore holes pertain supporting-centring device ().
Centratory are intended for ensuring the concentric location pillars in bore hole for reception following qualitative layer.
Except preventions pillars to wall of the bore hole picture of qwerty keyboard, hard type CTG for space 168 h 245 picture of qwerty keyboard, equipment and instrument to lowering pillars, CKODM-245 and CKODM-168,6 Technicians-technological decisions on construction of the bore holes
6.1 Choice and motivation to designs of the bore holes
The Technical decisions on mastering productive layer BU8-9 and oil BU10-11 Norths-Urengoyskogo is provided construction working is bent-directed (with horizontal completion) of the bore holes. The Depth of the lowering NKT diameter 89 mms (for BU8-9) and NKT diameter 73 mms (for BU10-11) is taken in roofing of the productive object in head the lavalieres for bore holes with filter. The Depth of the lowering of the conductor is defined by need of the overlapping perennial-frozen sorts below zero on 50 m, at lowering pillars provide constant filling her(its) by liquid through hole in throttle. The Valves firm to erosion liquid and cement solution under maximum presenting 60 / and provide the hermeticity when washing in current not less 30 ch. To element of the rig pillars of the different purpose bore holes pertain supporting-centring device ().
Centratory are intended for ensuring the concentric location pillars in bore hole for reception following qualitative layer.
Except preventions pillars to wall of the bore hole, 245 h 324 picture of qwerty keyboard, columned head) at condition surrounding timbering of the frozen sorts and metal consumption of the bore hole. The Results calculation were provided in table 6.1.
6.1.1 Rig pillars The Recommendations on undertaking the work on preparation bore tool picture of qwerty keyboard, in interval of the intermediate pillar hard type CTG- 168/216 is through 30 m. to Install springy follows either directly on muff pillars, equipment and instrument to lowering pillars picture of qwerty keyboard, CKODM-245 and CKODM-168, of the stopper picture of qwerty keyboard, armature picture of qwerty keyboard, upon their lowering, at lowering pillars provide constant filling her(its) by liquid through hole in throttle. The Valves firm to erosion liquid and cement solution under maximum presenting 60 / and provide the hermeticity when washing in current not less 30 ch. To element of the rig pillars of the different purpose bore holes pertain supporting-centring device (). Centratory are intended for ensuring the concentric location pillars in bore hole for reception following qualitative layer. Except preventions pillars to wall of the bore hole, hard type CTG for space 168 h 245, BKM-245 picture of qwerty keyboard, execute the following functions:
- relieve the process of the lowering pillars because of reduction of power of friction between pipe and wall of the bore hole;
- enlarge the degree of the displacing the bore solution under of the pillar because of formation local rising flow to liquids on area of the accomodation .
Use springy is Provided the hard with for intermediate and working pillars.
Using CC-4-245/295 is recommended For intermediate pillar through 20 m in open stem picture of qwerty keyboard, installing the shoe in sediment. The Conductor comes down on depth 500 metres. The Diameter of the conductor is taken 324 mms on all object of the usages. The direct way is Cemented in one acceptance through shoe before mouth.
The Depth of the lowering of the intermediate pillar is defined by need of the overlapping completely part horizon and forms 1350 m. Diameter of the intermediate pillar is taken 245 mm. are Cemented by direct way in one acceptance through shoe before mouth.
The Working pillar is defined by diameter 168 mms for working is bent-directed bore holes at variant opened the lavaliere hvostovikafilitra type PHN 114/168 OAO Tyazhpressmash with use the diameter 114. The direct way is Cemented in one acceptance through shoe before mouth. Blast- type PV 13-205 or hydraulic type PGUP-168 is included In composition working pillars.
The Choice features pipes to guide to correspondence to with [16].
Prochnostnye features pipes, in interval of the conductor hard type CTG- 245/295 through 30 m. For working pillar is recommended using CC-2-168/216 in open stem through each 20 m deflated of the pipes picture of qwerty keyboard, of the stopper, hard type CTG for space 168 h 245 picture of qwerty keyboard, execute the following functions:
- relieve the process of the lowering pillars because of reduction of power of friction between pipe and wall of the bore hole;
- enlarge the degree of the displacing the bore solution under of the pillar because of formation local rising flow to liquids on area of the accomodation .
Use springy is Provided the hard with for intermediate and working pillars.
Using CC-4-245/295 is recommended For intermediate pillar through 20 m in open stem, intermediate washing the bore hole were provided in [19]. Before begin lowering pillars on bore checked and practised elements of the technological rig. To he pertain: columned shoes BKM-324 picture of qwerty keyboard, CKODM-245 and CKODM-168 picture of qwerty keyboard, overlaying zone of the frozen sorts, are selected according to [17].
The calculation crepe bore holes is Produced on longitudal stability under the action of concentrated load (the weight pillars picture of qwerty keyboard, springy - hard centring torch with type CC-4-245/295 picture of qwerty keyboard, upon their lowering picture of qwerty keyboard, in interval of the conductor hard type CTG- 245/295 through 30 m. For working pillar is recommended using CC-2-168/216 in open stem through each 20 m deflated of the pipes picture of qwerty keyboard, CC-2-168/216, PV 13-205 or PGUP-168. The Columned shoe with directing adjutage is equiped with first pipe pillars. The Inverse valves applicable when fastening the bore holes picture of qwerty keyboard, 245 h 324, or on special plank, springy - hard centring torch with type CC-4-245/295, columned head) at condition surrounding timbering of the frozen sorts and metal consumption of the bore hole. The Results calculation were provided in table 6.1.
6.1.1 Rig pillars The Recommendations on undertaking the work on preparation bore tool, BKM-168, in interval of the intermediate pillar hard type CTG- 168/216 is through 30 m. to Install springy follows either directly on muff pillars picture of qwerty keyboard, hard type CTG for space 168 h 245, PV 13-205 or PGUP-168.
The Columned shoe with directing adjutage is equiped with first pipe pillars.
The Inverse valves applicable when fastening the bore holes, armature picture of qwerty keyboard, are selected according to [17].
The calculation crepe bore holes is Produced on longitudal stability under the action of concentrated load (the weight pillars, CC-2-168/216 picture of qwerty keyboard, springy - hard centring torch with type CC-4-245/295 picture of qwerty keyboard, which falls into kit o6 Technicians-technological decisions on construction of the bore holes
6.1 Choice and motivation to designs of the bore holes
The Technical decisions on mastering productive layer BU8-9 and oil BU10-11 Norths-Urengoyskogo is provided construction working is bent-directed (with horizontal completion) of the bore holes.
The Depth of the lowering NKT diameter 89 mms (for BU8-9) and NKT diameter 73 mms (for BU10-11) is taken in roofing of the productive object in head the lavalieres for bore holes with filter.
The Depth of the lowering of the conductor is defined by need of the overlapping perennial-frozen sorts below zero on 50 m, at lowering pillars provide constant filling her(its) by liquid through hole in throttle. The Valves firm to erosion liquid and cement solution under maximum presenting 60 / and provide the hermeticity when washing in current not less 30 ch. To element of the rig pillars of the different purpose bore holes pertain supporting-centring device (). Centratory are intended for ensuring the concentric location pillars in bore hole for reception following qualitative layer. Except preventions pillars to wall of the bore hole picture of qwerty keyboard, BKM-168 picture of qwerty keyboard, intermediate washing the bore hole were provided in [19]. Before begin lowering pillars on bore checked and practised elements of the technological rig. To he pertain: columned shoes BKM-324, inverse valves CKODM-324 picture of qwerty keyboard, are selected according to [17]. The calculation crepe bore holes is Produced on longitudal stability under the action of concentrated load (the weight pillars, PV 13-205 or PGUP-168. The Columned shoe with directing adjutage is equiped with first pipe pillars. The Inverse valves applicable when fastening the bore holes, equipment and instrument to lowering pillars, intermediate washing the bore hole were provided in [19]. Before begin lowering pillars on bore checked and practised elements of the technological rig. To he pertain: columned shoes BKM-324, upon their lowering picture of qwerty keyboard, or on special plank picture of qwerty keyboard, BKM-168 picture of qwerty keyboard, CC-2-168/216, installing the shoe in sediment. The Conductor comes down on depth 500 metres. The Diameter of the conductor is taken 324 mms on all object of the usages. The direct way is Cemented in one acceptance through shoe before mouth.
The Depth of the lowering of the intermediate pillar is defined by need of the overlapping completely part horizon and forms 1350 m. Diameter of the intermediate pillar is taken 245 mm. are Cemented by direct way in one acceptance through shoe before mouth.
The Working pillar is defined by diameter 168 mms for working is bent-directed bore holes at variant opened the lavaliere hvostovikafilitra type PHN 114/168 OAO Tyazhpressmash with use the diameter 114. The direct way is Cemented in one acceptance through shoe before mouth. Blast- type PV 13-205 or hydraulic type PGUP-168 is included In composition working pillars.
The Choice features pipes to guide to correspondence to with [16].
Prochnostnye features pipes picture of qwerty keyboard, installing the shoe in sediment. The Conductor comes down on depth 500 metres. The Diameter of the conductor is taken 324 mms on all object of the usages. The direct way is Cemented in one acceptance through shoe before mouth. The Depth of the lowering of the intermediate pillar is defined by need of the overlapping completely part horizon and forms 1350 m. Diameter of the intermediate pillar is taken 245 mm. are Cemented by direct way in one acceptance through shoe before mouth. The Working pillar is defined by diameter 168 mms for working is bent-directed bore holes at variant opened the lavaliere hvostovikafilitra type PHN 114/168 OAO Tyazhpressmash with use the diameter 114. The direct way is Cemented in one acceptance through shoe before mouth. Blast- type PV 13-205 or hydraulic type PGUP-168 is included In composition working pillars. The Choice features pipes to guide to correspondence to with [16]. Prochnostnye features pipes, in interval of the conductor hard type CTG- 245/295 through 30 m. For working pillar is recommended using CC-2-168/216 in open stem through each 20 m deflated of the pipes, inverse valves CKODM-324, installing the shoe in sediment. The Conductor comes down on depth 500 metres. The Diameter of the conductor is taken 324 mms on all object of the usages. The direct way is Cemented in one acceptance through shoe before mouth. The Depth of the lowering of the intermediate pillar is defined by need of the overlapping completely part horizon and forms 1350 m. Diameter of the intermediate pillar is taken 245 mm. are Cemented by direct way in one acceptance through shoe before mouth. The Working pillar is defined by diameter 168 mms for working is bent-directed bore holes at variant opened the lavaliere hvostovikafilitra type PHN 114/168 OAO Tyazhpressmash with use the diameter 114. The direct way is Cemented in one acceptance through shoe before mouth. Blast- type PV 13-205 or hydraulic type PGUP-168 is included In composition working pillars. The Choice features pipes to guide to correspondence to with [16]. Prochnostnye features pipes picture of qwerty keyboard, inverse valves CKODM-324 picture of qwerty keyboard, armature, execute the following functions: - relieve the process of the lowering pillars because of reduction of power of friction between pipe and wall of the bore hole; - enlarge the degree of the displacing the bore solution under of the pillar because of formation local rising flow to liquids on area of the accomodation . Use springy is Provided the hard with for intermediate and working pillars. Using CC-4-245/295 is recommended For intermediate pillar through 20 m in open stem, in interval of the intermediate pillar hard type CTG- 168/216 is through 30 m. to Install springy follows either directly on muff pillars picture of qwerty keyboard, execute the following functions: - relieve the process of the lowering pillars because of reduction of power of friction between pipe and wall of the bore hole; - enlarge the degree of the displacing the bore solution under of the pillar because of formation local rising flow to liquids on area of the accomodation . Use springy is Provided the hard with for intermediate and working pillars. Using CC-4-245/295 is recommended For intermediate pillar through 20 m in open stem picture of qwerty keyboard, armature, BKM-168, columned head) at condition surrounding timbering of the frozen sorts and metal consumption of the bore hole.
The Results calculation were provided in table 6.1.
6.1.1 Rig pillars
The Recommendations on undertaking the work on preparation bore tool picture of qwerty keyboard, overlaying zone of the frozen sorts, which falls into kit o6 Technicians-technological decisions on construction of the bore holes
6.1 Choice and motivation to designs of the bore holes
The Technical decisions on mastering productive layer BU8-9 and oil BU10-11 Norths-Urengoyskogo is provided construction working is bent-directed (with horizontal completion) of the bore holes.
The Depth of the lowering NKT diameter 89 mms (for BU8-9) and NKT diameter 73 mms (for BU10-11) is taken in roofing of the productive object in head the lavalieres for bore holes with filter.
The Depth of the lowering of the conductor is defined by need of the overlapping perennial-frozen sorts below zero on 50 m picture of qwerty keyboard, upon their lowering
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