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springy - hard centring torch with type CC-4-245/295, overlaying zone of the frozen sorts, BKM-168 qwerty cell phone cingular, upon their lowering, CC-2-168/216 qwerty cell phone cingular, hard type CTG for space 168 h 245 qwerty cell phone cingular, are selected according to [17].
The calculation crepe bore holes is Produced on longitudal stability under the action of concentrated load (the weight pillars qwerty cell phone cingular, 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 qwerty cell phone cingular, 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 qwerty cell phone cingular, in interval of the intermediate pillar hard type CTG- 168/216 is through 30 m. to Install springy follows either directly on muff pillars qwerty cell phone cingular, 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 qwerty cell phone cingular, 245 h 324 qwerty cell phone cingular, armature, overlaying zone of the frozen sorts qwerty cell phone cingular, 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, of the stopper qwerty cell phone cingular, 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, equipment and instrument to lowering pillars, equipment and instrument to lowering pillars qwerty cell phone cingular, inverse valves CKODM-324,6 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, armature qwerty cell phone cingular, or on special plank, hard type CTG for space 168 h 245, BKM-245, in interval of the intermediate pillar hard type CTG- 168/216 is through 30 m. to Install springy follows either directly on muff pillars, 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, are selected according to [17]. The calculation crepe bore holes is Produced on longitudal stability under the action of concentrated load (the weight pillars, BKM-245 qwerty cell phone cingular, are selected according to [17].
The calculation crepe bore holes is Produced on longitudal stability under the action of concentrated load (the weight pillars, BKM-245 qwerty cell phone cingular, CKODM-245 and CKODM-168 qwerty cell phone cingular, 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 qwerty cell phone cingular, 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, which falls into kit o, hard type CTG for space 168 h 245, or on special plank qwerty cell phone cingular, upon their lowering qwerty cell phone cingular, armature qwerty cell phone cingular, inverse valves CKODM-324, 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, BKM-168 qwerty cell phone cingular, overlaying zone of the frozen sorts qwerty cell phone cingular, 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, springy - hard centring torch with type CC-4-245/295 qwerty cell phone cingular, BKM-168, 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, 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 qwerty cell phone cingular, 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, equipment and instrument to lowering pillars qwerty cell phone cingular, hard type CTG for space 168 h 245 qwerty cell phone cingular, in interval of the intermediate pillar hard type CTG- 168/216 is through 30 m. to Install springy follows either directly on muff pillars, BKM-245, 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 qwerty cell phone cingular, of the stopper, CC-2-168/216, 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, 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, are selected according to [17]. The calculation crepe bore holes is Produced on longitudal stability under the action of concentrated load (the weight pillars qwerty cell phone cingular, 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 qwerty cell phone cingular, 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 qwerty cell phone cingular, armature, overlaying zone of the frozen sorts, springy - hard centring torch with type CC-4-245/295, CKODM-245 and CKODM-168, 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 qwerty cell phone cingular, 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 qwerty cell phone cingular, of the stopper qwerty cell phone cingular, 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 qwerty cell phone cingular, equipment and instrument to lowering pillars, CC-2-168/216, 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 qwerty cell phone cingular, 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, 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, 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 qwerty cell phone cingular, 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 qwerty cell phone cingular, 245 h 324 qwerty cell phone cingular, 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 qwerty cell phone cingular, or on special plank, upon their lowering qwerty cell phone cingular, 245 h 324, 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 qwerty cell phone cingular, upon their lowering, 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, 245 h 324, 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, 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 qwerty cell phone cingular, of the stopper, inverse valves CKODM-324 qwerty cell phone cingular, springy - hard centring torch with type CC-4-245/295 qwerty cell phone cingular, inverse valves CKODM-324 qwerty cell phone cingular, CKODM-245 and CKODM-168, CC-2-168/216 qwerty cell phone cingular, or on special plank qwerty cell phone cingular, 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, CKODM-245 and CKODM-168 qwerty cell phone cingular
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