US2695820A - Carrier pad for use in boreholes - Google Patents
Carrier pad for use in boreholes Download PDFInfo
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- US2695820A US2695820A US337273A US33727353A US2695820A US 2695820 A US2695820 A US 2695820A US 337273 A US337273 A US 337273A US 33727353 A US33727353 A US 33727353A US 2695820 A US2695820 A US 2695820A
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- pad
- bore hole
- wall
- pad member
- wall engaging
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- G—PHYSICS
- G01—MEASURING; TESTING
- G01V—GEOPHYSICS; GRAVITATIONAL MEASUREMENTS; DETECTING MASSES OR OBJECTS; TAGS
- G01V3/00—Electric or magnetic prospecting or detecting; Measuring magnetic field characteristics of the earth, e.g. declination, deviation
- G01V3/18—Electric or magnetic prospecting or detecting; Measuring magnetic field characteristics of the earth, e.g. declination, deviation specially adapted for well-logging
- G01V3/20—Electric or magnetic prospecting or detecting; Measuring magnetic field characteristics of the earth, e.g. declination, deviation specially adapted for well-logging operating with propagation of electric current
Definitions
- the present invention relates to apparatus for making tests in inaccessible places such as bore holes drilled into the earth, for example, and more specifically to new and improved test equipment carrier means adapted to be lowered into a bore hole and embodying means for continuously maintaining a surface thereof in snug engagement with theside wall of the bore hole for all bore hole diameters within a predetermined range.
- Wall engaging carrier means have previously been devised for moving test equipment such as electrodes, coils, radioactivity detectors, probes or the like through a bore hole in fixed relation to theflside wall thereof and also for excluding any liquid in the bore hole from the zone between the wall and the test equipment.
- the prior devices have included a flexible pad member adapted to carry the test equipment and means for urging the pad member into engagement with the wall of the bore hole. While these devices have been effective, they are not entirely satisfactory because the pad members do not always conform effectively to the various wall curvatures encountered in bore holes of different diameters. For example, the contact between the lateral end portions of the pad member and the bore hole wall is sometimes not as good as the contact between the central portion of the pad member and the bore hole wall. As a result, the pad members tend to wear unevenly, the desired relation between the test equipment and the bore hole wall may not be properly maintained and any liquid contained in the bore hole may leak in between the pad member and the bore hole wall and influence adversely the test results sought.
- test equipment carrier means for use in bore holes and the like which is free from the above-noted deficiencies of the prior art.
- Another object is to provide new and improved carrier means of the above character which embodies means for maintaining a wall engaging surface thereof substantially uniformly in snug engagement with the side wall of a bore hole for all bore hole diameters in a given range.
- a furtherobject of the invention is. to provide new and improved carrier means of the above character having a bore hole wall engaging surface together with means for adjusting the radius of curvature of said surface as a function of the diameter of the bore hole.
- wall engaging means which comprises broadly a flexible pad member having a wall engaging face given a preformed radius of curvature lying in the range of curvatures corresponding to the range of borehole diameters to be accommodated by the apparatus.
- the pad member is adapted to be urged into engagement, with the bore hole wall by means which is adapted to exert force against the central portion of the pad member in bore holes having diameters in a lower portion of the range, but is adapted to exert force against'the pad member at points spaced laterally about the central portion in bore holes having diameters in an upper portion of the range of bore hole diametersfor which the apparatus is designed.
- the pad member may be provided with reinforcing members to cause the wall engaging surface of the pad member to assume its initial curvature and to aid in transmitting forces to the wall engaging surface so as to urge the latter intosnug engagementwith the bore hole side wall, regardless of the radius of curvature of the hole so long as it is within therange than can be accommodated by the apparatus.
- Fig. 1 is a view in side elevation of wall engaging carrier means, according to the invention, disposed in a bore hole drilled into the earth;
- Fig. 2 is a view of the pad member of the apparatus in Fig. l in transverse section taken along line 2-2 and looking in the direction of the arrows;
- Fig. 3 is also a view in transverse section of a modified form of pad member, according to the invention.
- Fig. 4 is a view in side elevation of another form of wall engaging carrier means, according to the invention.
- Fig. 5 is a view partly in transverse section of the pad member of the apparatus in Fig. 4 taken along the line 55 and looking in the direction of the arrows;
- Fig. 6 is a view in side elevation of an alternate modification of the apparatus of Fig. 4, according to the invention.
- Fig. 7 is a perspective view of the cam operating means for the pad member of the apparatus shown in the modification in Fig. 6;
- Fig. 8 is a view partly in transverse section of the pad member and cam operating means of the apparatus in Fig. 6 taken along the line 8-8 and looking in the direction of the arrows;
- Fig. 9 is a view, similar to that of Fig. 8, further modification of the pad member and ating means of the apparatus in Fig. 6.
- a bore hole 10 containing a drilling mud 11 there is shown a bore hole 10 containing a drilling mud 11.
- a typical logging apparatus comprising an elongated body 12 arranged to be raised or lowered in the Well 10 by a cable 13.
- a pad member 14 for carrying elements of bore hole apparatus, such as electrodes, for example, may be urged against the bore hole side wall by a bowed spring 15 slidably secured to the body 12 at its upper and lower ends, respectively.
- a similar spring 16 may be provided to press against the opposite side wall.
- Fig. 2 shows, in transverse section, the pad member 14 of Fig. 1.
- the pad is composed of a flexible material 20, such as rubber, for example, and includes two stiffening or reinforcing members 21 and 22 embedded within two lateral edges 23 and 24, respectively, of the pad and extending radially and longitudinally of the bore hole axis.
- the members 21 and 22- maycomprise elongated rectangular strips of spring steel or a resilient plastic material.
- the pad includes recessed portions 25 and 26 constructed in such a manner that the ends of the lateral edges 23 and 24 will abut the rear faces of the lateral end portions or side flanges 27 and 28, respectively, of the wall engaging face 29 of the pad member 14, when pressure is applied to the rear portions 30 and 31.
- the wall engaging face 29 of the pad member 14 has a preformed radius of curvature which preferably lies between the extremes of curvature in the range of bore hole diameters to be accommodated by the apparatus.
- the spring 15 may be aifixed to a backing plate 32, which is secured to the pad at points 30 and 31 in any suitable manner as by bolts, for example.
- In the central rear portion of the pad 14, may be provided a third reinforcing strip 33.
- One or more elements of test equipment such as an electrode 34 forming part of a well logging system, may be carried on the wall engaging face 29, the electrode 34 being connected to one end of an insulated conductor 35 (Fig. 1) leading to the body 12.
- the carrier pad 14 may be aflixed to the spring 15 by means of the backing plate 32 as shown.
- insertion of showing a cam operthe apparatus in the well will cause pressure from the spring to be applied to the points 30, and 31 on the rear portion of the pad member 14 bringing the lateral edges 23 and 24 into engagement with the flanges 27 and 28 of the wall engaging face 29 and urging the latter flanges into engagement with the bore hole wall.
- the center section of the wall engaging face of the pad will remain in contact with the wall by virtue of the resilient nature of the material 29.
- the backing plate 32 is removed and the spring 15 afiixed to the rear central portion of the pad 14 abutting the reinforcing member 33.
- the spring 15 applies pressure along the central portion of the pad 14, causing the flanges 27 and 28 to flex inwardly towards the lateral edges 23 and 24 until the pad face 29 conforms accurately to the contour of the bore hole wall.
- the flanges 27 and 28 abut against the edges 23 an 24, they will be held firmly against the side wall, although the material is of sufiicient resilientcy to permit even further movement if the bore hole diameter is quite small.
- the wall engaging portion 36 of the pad has embedded therein a broad cylindrical resilient segment of reinforcing material 37 having a preformed radius of curvature. Also, a plurality of recesses 38, 39 and 40 are formed in the pad 14 to render it more resilient. Between the individual recesses and the adjacent lateral edges of the pad are provided a plurality of longitudinally extending radial reinforcing strips, of which four, bearing reference numerals 41, 42, 43 and 44 are shown in the figure, which serve to transmit forces to the wall engaging portion 36, in response to the force applied by the spring 15 at the points 30 and 31 through the backing plate 32.
- Additional strips 45, 46 and 47 substantially parallel to the pad face 29 may be embedded in the rear portion of the pad to stiffen this section and thus distribute the forces exerted by the spring 15 more evenly among the strips 41-44.
- the backing plate 32 may be removed and the spring pressure applied directly to the center of the rear portion of the pad in the event that the natural radius of curvature of the wall engaging face and the cylindrical reinforcing segment 37 is greater than that of the bore hole.
- Figs. 4 and 5 illustrate another embodiment in which a plurality of parallel arms, 48. and, 49 in a parallelogram type support structure are adapted to urge a pad member 50 against the side wall 10 of a bore hole.
- the arms 48 and 49 may be biased outwardly by any suitable means such as springs (not shown) disposed within the supporting body 51 on which the arms 48 and 49 are mounted.
- the outer end of the arm 48 is swingably mounted on a rod 540, the ends of which are secured to the rear of the pad at laterally spaced apart points 54.
- a transverse linkage member 52 is connected at one end to the rear central portion of the pad member 50 and at its other end to the arm 48, a short distance from the rod 54a.
- the outer end of the arm 49 is swingably mounted on a rod 55a secured at its ends to the rear of the pad at laterally spaced apart points. Also. a transverse linkage member 53 is connected at one end to the rear central portion of the pad '50 and at its other end to the arm 49 a short distance from the rod 55a.
- the pad member 50 preferably includes a preformed resilient cylindrical segment 56 of reinforcing material such as steel in its wall engaging portion. Also. in order to transmit the forces exerted at the points 54 and the laterally spaced apart points, to which the rod 55a issecured, evenly to all points on the face of the pad running parallel to the bore hole axis, a plurality of reinforcing strips 57, 58v and 59, also of steel may be provided.
- the acute angles between the arms 48 and 49 and the body 51 will be smaller so that the linkage members 52 and 53 will cause the wall engaging surface of the pad 50 to assume a curvature corresponding to a smaller radius in conformity with the smaller radius of the bore hole.
- a pad member 60 is pivotally secured to the outer ends of two parallel arms 61 and 62 forming a parallelogram type supporting system, similar to that shown in Fig, 4.
- the inner ends of the arms 61 and 62 are pivotally mounted in a body member 65, suitable means such as springs (not shown) being provided for urging the arms 61 and 6 2 outwardly to bring the pad member 60 into engagement with the wall of the bore hole.
- a flexible reinforcing strip of steel or other suitable material is, embedded in the pad member 60.
- the strip, 80 lies parallel to the wall engaging face of the pad 60 and it is preferably preformed to the radius curvature of the smallest bore hole in which the apparatus is to be used.
- Secured to the strip 80 intermediate the lateral ends thereof is a radial reinforcing strip of steel or other suitable material which.
- the outer face 63 of the end of the arm 61 is designed to, serve as a camwhich is adapted to apply force to the rear face of the pad member 60 to bring the shape of the wall engaging face of the latter into conformity with the shape of the wall of the bore hole.
- the cam bearing surface 63 widens at its lower end and is rounded in a horizontal plane, as shown by the dotted line 63', so as to have a radius of curvature which continually increases asdthe surface is followed around to its lower widened 6T1
- the arm 62 is. identical with the arm 61 and it is. secured to the pad member 60 in the same way. Therefore, it will not be necessary to describe the arm 62 in detail herein.
- the strip 66 carries a transverse pin.
- a resilient member adapted to be moved along the wall of the bore hole in engagement therewith, said resilient member having a wall engaging face and a rear portion, means for applying a force to said rear portion to urge said wall engaging face into engagement with the wall of the well, and means facilitating adjustment of the distribution of said force laterally of said member as a function of the radius of curvature of the bore hole, whereby the radius of curvature of said wall engaging face may be brought 1ilntlo conformity with the radius of curvature of the bore 2.
- Wall engaging equipment carrier means for use in a bore hole, comprising a supporting member adapted to be lowered into the bore hole, a pad member having a bore hole wall engaging face and a rear portion, said pad member having hollow spaces formed therein, means coupling said pad member to said support member and urging the pad member towards the bore hole Wall by the application of a force thereto, and means on said pad member rear portion to facilitate the selective distribution of said force from said coupling means through the central portion of said pad member rear portion or laterally spaced portions on opposite sides of said central portion, whereby the wall engaging face of said pad member may be brought into conformity with the bore hole wall in bore holes of a given range of diameters.
- the pad member includes a forward laterally extending portion, a relatively narrow, central rearwardly extending portion, and a rear laterally extending portion having forwardly projecting side portions spaced from the rear wall of said forward portion and provided with longitudinally and forwardly extending reinforcing means, thereby producing said hollow spaces in said pad member.
- the pad member comprises a body in which said hollow spaces are laterally spaced apart, a reinforcing member having a preformed radius of curvature secured within the body substantially parallel to the wall engaging face of said pad member, a plurality of longitudinally and forwardly extending reinforcing members in said body and a plurality of laterally and longitudinally extending members in said body.
- Wall engaging equipment carrier means for use in a bore hole, comprising a support member adapted to be lowered into a well, a pad member having a curved, bore hole wall engaging face and a rear portion, means connected to said pad member at laterally spaced locations on said rear portion for coupling said pad member to said support member, and means linking said coupling means to said pad member rear portion at at least one central location thereon.
- Wall engaging equipment carrier means for use in a bore hole, comprising a support member adapted to be lowered into a bore hole, a pad member having a curved, bore hole wall engaging face and a rear face, a coupling member pivotally secured at one end to said pad member and coupling the same to said support member, and means forming a cam surface on said one end of the coupling member for cooperating with the rear face of said pad member to alter the shape of the wall engaging face thereof as a function of the angular position of said coupling member relatively to the pad member.
- Wall engaging equipment carrier means for use in a bore hole, comprising a support member adapted to be lowered into a bore hole, a pad member having a curved, bore hole wall engaging face and a rear face, a plurality of parallel coupling members pivotally secured to said pad member and to said support member to form a parallelogram type mounting for said pad member urging the latter outwardly to engage the wall of the bore hole, and means forming cam surfaces on each of said coupling members for cooperating with the rear face of said pad member to alter the shape of the wall engaging face thereof as a function of the angular positions of said coupling members relatively to the pad member.
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Description
NOV. 30, 1954 SEGESMAN 11:31
CARRIER PAD FOR USE IN BOREHOLES Filed Feb. 1?, 1953 I 2 Sheet-Sheet 1 v \NVENTOR. 54 FRANCIS ESEGESMAN HIS ATTOIIQNEYS.
Nov. 30, 1954 F. F. SEGESMAN 2,695,320
CARRIER PAID FOR USE IN BOREHOLES Filed Feb. 17, 1953 2 Sheets-Sheet 2 0 W W WWEm mu w w w w w United States Patent CARRIER PAD FOR USE IN BOREHOLES Francis F. Segesman, Ridgefield, Conn., assignor to Schlumberger Well Surveying Corporation, Houston, Tex., a corporation of Delaware Application February 17, 1953, Serial No. 337,273 8 Claims. (Cl. 308-4) The present invention relates to apparatus for making tests in inaccessible places such as bore holes drilled into the earth, for example, and more specifically to new and improved test equipment carrier means adapted to be lowered into a bore hole and embodying means for continuously maintaining a surface thereof in snug engagement with theside wall of the bore hole for all bore hole diameters within a predetermined range.
Wall engaging carrier means have previously been devised for moving test equipment such as electrodes, coils, radioactivity detectors, probes or the like through a bore hole in fixed relation to theflside wall thereof and also for excluding any liquid in the bore hole from the zone between the wall and the test equipment. In general, the prior devices have included a flexible pad member adapted to carry the test equipment and means for urging the pad member into engagement with the wall of the bore hole. While these devices have been effective, they are not entirely satisfactory because the pad members do not always conform effectively to the various wall curvatures encountered in bore holes of different diameters. For example, the contact between the lateral end portions of the pad member and the bore hole wall is sometimes not as good as the contact between the central portion of the pad member and the bore hole wall. As a result, the pad members tend to wear unevenly, the desired relation between the test equipment and the bore hole wall may not be properly maintained and any liquid contained in the bore hole may leak in between the pad member and the bore hole wall and influence adversely the test results sought.
It is an object of the invention, accordingly, to provide new and improved test equipment carrier means for use in bore holes and the like which is free from the above-noted deficiencies of the prior art.
Another object is to provide new and improved carrier means of the above character which embodies means for maintaining a wall engaging surface thereof substantially uniformly in snug engagement with the side wall of a bore hole for all bore hole diameters in a given range.
A furtherobject of the invention is. to provide new and improved carrier means of the above character having a bore hole wall engaging surface together with means for adjusting the radius of curvature of said surface as a function of the diameter of the bore hole.
In accordance with the invention, wall engaging means is provided which comprises broadly a flexible pad member having a wall engaging face given a preformed radius of curvature lying in the range of curvatures corresponding to the range of borehole diameters to be accommodated by the apparatus. In one embodiment, the pad member is adapted to be urged into engagement, with the bore hole wall by means which is adapted to exert force against the central portion of the pad member in bore holes having diameters in a lower portion of the range, but is adapted to exert force against'the pad member at points spaced laterally about the central portion in bore holes having diameters in an upper portion of the range of bore hole diametersfor which the apparatus is designed. The pad member may be provided with reinforcing members to cause the wall engaging surface of the pad member to assume its initial curvature and to aid in transmitting forces to the wall engaging surface so as to urge the latter intosnug engagementwith the bore hole side wall, regardless of the radius of curvature of the hole so long as it is within therange than can be accommodated by the apparatus.
2,695,820 Patented Nov. 30, 1954 ICC The invention also contemplates the provision of means for automatically adjusting the forces applied to the pad member as a function of the bore hole diameter so as to maintain the wall engaging surface of the pad member uniformly in engagement with the bore hole side wall.
For a better understanding of the invention, reference is made to the following detailed description of several representative embodiments, taken in conjunction with the accompanying drawings in which:
Fig. 1 is a view in side elevation of wall engaging carrier means, according to the invention, disposed in a bore hole drilled into the earth;
Fig. 2 is a view of the pad member of the apparatus in Fig. l in transverse section taken along line 2-2 and looking in the direction of the arrows;
Fig. 3 is also a view in transverse section of a modified form of pad member, according to the invention;
Fig. 4 is a view in side elevation of another form of wall engaging carrier means, according to the invention;
Fig. 5 is a view partly in transverse section of the pad member of the apparatus in Fig. 4 taken along the line 55 and looking in the direction of the arrows;
Fig. 6 is a view in side elevation of an alternate modification of the apparatus of Fig. 4, according to the invention;
Fig. 7 is a perspective view of the cam operating means for the pad member of the apparatus shown in the modification in Fig. 6;
Fig. 8 is a view partly in transverse section of the pad member and cam operating means of the apparatus in Fig. 6 taken along the line 8-8 and looking in the direction of the arrows;
Fig. 9 is a view, similar to that of Fig. 8, further modification of the pad member and ating means of the apparatus in Fig. 6.
Referring to Fig. 1, there is shown a bore hole 10 containing a drilling mud 11. In the bore hole 10, there is disposed a typical logging apparatus comprising an elongated body 12 arranged to be raised or lowered in the Well 10 by a cable 13. A pad member 14 for carrying elements of bore hole apparatus, such as electrodes, for example, may be urged against the bore hole side wall by a bowed spring 15 slidably secured to the body 12 at its upper and lower ends, respectively. In order to maintain the body 12 centered in the bore hole against the bias of the spring 15, a similar spring 16 may be provided to press against the opposite side wall.
Fig. 2 shows, in transverse section, the pad member 14 of Fig. 1. In accordance with the invention, the pad is composed of a flexible material 20, such as rubber, for example, and includes two stiffening or reinforcing members 21 and 22 embedded within two lateral edges 23 and 24, respectively, of the pad and extending radially and longitudinally of the bore hole axis. The members 21 and 22- maycomprise elongated rectangular strips of spring steel or a resilient plastic material.
As shown in Fig. 2, the pad includes recessed portions 25 and 26 constructed in such a manner that the ends of the lateral edges 23 and 24 will abut the rear faces of the lateral end portions or side flanges 27 and 28, respectively, of the wall engaging face 29 of the pad member 14, when pressure is applied to the rear portions 30 and 31. The wall engaging face 29 of the pad member 14 has a preformed radius of curvature which preferably lies between the extremes of curvature in the range of bore hole diameters to be accommodated by the apparatus. The spring 15 may be aifixed to a backing plate 32, which is secured to the pad at points 30 and 31 in any suitable manner as by bolts, for example. In the central rear portion of the pad 14, may be provided a third reinforcing strip 33. One or more elements of test equipment such as an electrode 34 forming part of a well logging system, may be carried on the wall engaging face 29, the electrode 34 being connected to one end of an insulated conductor 35 (Fig. 1) leading to the body 12.
If the preformed or natural radius of curvature of the wall engaging face 29 is less than that of a bore hole in which the apparatus is to be used, the carrier pad 14 may be aflixed to the spring 15 by means of the backing plate 32 as shown. With this arrangement, insertion of showing a cam operthe apparatus in the well will cause pressure from the spring to be applied to the points 30, and 31 on the rear portion of the pad member 14 bringing the lateral edges 23 and 24 into engagement with the flanges 27 and 28 of the wall engaging face 29 and urging the latter flanges into engagement with the bore hole wall. The center section of the wall engaging face of the pad will remain in contact with the wall by virtue of the resilient nature of the material 29.
On the other hand, if the preformed or natural radius of curvature of the Wall engaging face 29 is greater than that of the bore hole in which the apparatus is to be used, the backing plate 32 is removed and the spring 15 afiixed to the rear central portion of the pad 14 abutting the reinforcing member 33. Upon insertion of the apparatus in a well, the spring 15 applies pressure along the central portion of the pad 14, causing the flanges 27 and 28 to flex inwardly towards the lateral edges 23 and 24 until the pad face 29 conforms accurately to the contour of the bore hole wall. When the flanges 27 and 28 abut against the edges 23 an 24, they will be held firmly against the side wall, although the material is of sufiicient resilientcy to permit even further movement if the bore hole diameter is quite small.
It will be appreciated that the features of a relatively thick center portion in the pad 14 and the recessed portions and 2 6 permit the pad face 29. to conform readily to the wall curvature when the pressure from the spring 15 is applied at the proper points.
In the modification shown in Fig. 3, the wall engaging portion 36 of the pad has embedded therein a broad cylindrical resilient segment of reinforcing material 37 having a preformed radius of curvature. Also, a plurality of recesses 38, 39 and 40 are formed in the pad 14 to render it more resilient. Between the individual recesses and the adjacent lateral edges of the pad are provided a plurality of longitudinally extending radial reinforcing strips, of which four, bearing reference numerals 41, 42, 43 and 44 are shown in the figure, which serve to transmit forces to the wall engaging portion 36, in response to the force applied by the spring 15 at the points 30 and 31 through the backing plate 32. Additional strips 45, 46 and 47 substantially parallel to the pad face 29 may be embedded in the rear portion of the pad to stiffen this section and thus distribute the forces exerted by the spring 15 more evenly among the strips 41-44. As in the case of Fig. 2, the backing plate 32 may be removed and the spring pressure applied directly to the center of the rear portion of the pad in the event that the natural radius of curvature of the wall engaging face and the cylindrical reinforcing segment 37 is greater than that of the bore hole.
Figs. 4 and 5 illustrate another embodiment in which a plurality of parallel arms, 48. and, 49 in a parallelogram type support structure are adapted to urge a pad member 50 against the side wall 10 of a bore hole. The arms 48 and 49 may be biased outwardly by any suitable means such as springs (not shown) disposed within the supporting body 51 on which the arms 48 and 49 are mounted. The outer end of the arm 48 is swingably mounted on a rod 540, the ends of which are secured to the rear of the pad at laterally spaced apart points 54. A transverse linkage member 52 is connected at one end to the rear central portion of the pad member 50 and at its other end to the arm 48, a short distance from the rod 54a.
In similar fashion, the outer end of the arm 49 is swingably mounted on a rod 55a secured at its ends to the rear of the pad at laterally spaced apart points. Also. a transverse linkage member 53 is connected at one end to the rear central portion of the pad '50 and at its other end to the arm 49 a short distance from the rod 55a.
As seen more clearly in the transverse sectional view of Fig. 5, the pad member 50 preferably includes a preformed resilient cylindrical segment 56 of reinforcing material such as steel in its wall engaging portion. Also. in order to transmit the forces exerted at the points 54 and the laterally spaced apart points, to which the rod 55a issecured, evenly to all points on the face of the pad running parallel to the bore hole axis, a plurality of reinforcing strips 57, 58v and 59, also of steel may be provided.
In operation, it will be apparent that when the embodiment of Figs. 4 and 5 is inserted in a bore hole of large diameter, the acute angles between the arms 48 and 49 and the longitudinal axis of the body 51 will be relatively large so that the linkage members 52 and 53- will pull on the rear center section of the pad 50, the arms 48 and 49 meanwhile applying outwardly directed forces to the pad 50 at the points 54 and the laterally spaced apart points associated with the rod 55a. This action adjusts the radius of curvature of the wall engaging portion of the pad 50 to conform closely enough for operating requirements to the radius of curvature of the wall of the bore hole in which the apparatus is then disposed.
In bore holes of lesser diameter, the acute angles between the arms 48 and 49 and the body 51 will be smaller so that the linkage members 52 and 53 will cause the wall engaging surface of the pad 50 to assume a curvature corresponding to a smaller radius in conformity with the smaller radius of the bore hole.
In the embodiment shown in Fig. 6, a pad member 60 is pivotally secured to the outer ends of two parallel arms 61 and 62 forming a parallelogram type supporting system, similar to that shown in Fig, 4. The inner ends of the arms 61 and 62 are pivotally mounted in a body member 65, suitable means such as springs (not shown) being provided for urging the arms 61 and 6 2 outwardly to bring the pad member 60 into engagement with the wall of the bore hole.
As shown in Fig. 8, a flexible reinforcing strip of steel or other suitable material is, embedded in the pad member 60. The strip, 80 lies parallel to the wall engaging face of the pad 60 and it is preferably preformed to the radius curvature of the smallest bore hole in which the apparatus is to be used. Secured to the strip 80 intermediate the lateral ends thereof is a radial reinforcing strip of steel or other suitable material which.
extends into a slot 67 formed in the outer face of the arm 61 (Fig. 7). 68 which cooperates with a portion of the arm 61 to form a pivotal support for the latter. The outer face 63 of the end of the arm 61 is designed to, serve as a camwhich is adapted to apply force to the rear face of the pad member 60 to bring the shape of the wall engaging face of the latter into conformity with the shape of the wall of the bore hole. To this end, the cam bearing surface 63 widens at its lower end and is rounded in a horizontal plane, as shown by the dotted line 63', so as to have a radius of curvature which continually increases asdthe surface is followed around to its lower widened 6T1 The arm 62 is. identical with the arm 61 and it is. secured to the pad member 60 in the same way. Therefore, it will not be necessary to describe the arm 62 in detail herein.
In operation, it will. be seen at once that if the bore hole diameter is large, so that the arms. 61 and 62 extend out an appreciable distance from the central body 65, the lower portions of the cam surface 62 will bear against the back of the pad 60 and conform the pad to the particular enlarged radius of curvature of the cam at this point.
On the other hand, if the bore hole diameter is small, the decreased radius of curvature of the cam surface at its upper end will shape the pad properly to conform. to,
to the section 80. The strips 91 and 92;se,r,v,e to distribute the pressures exerted by the cam surface, 63 more. evenly along the vertical length of the wall engaging portion. of the pad between the arms 61 and 62.
It will thus be seen that theinvention. providesnovel and effective wall engaging carrier meanshavinga pad member including a wall engaging portion, which will automatically assume a radius of; curvature correspond ing to that of the borehole, for all bore hole diameters within a predetermined range.
It will be understood that the several embodiments described above are susceptible of modification and variation within the spirit and scope of the invention. Thus, for example, a greater. or lesser number of reinforcing strips in cooperation with a greater or lesser number of recesses of varied shape and form may be employed, as seems feasible, to attain suitable pad rigidity. or resiliency. Those embodiments, therefore, are to be considered merely als illustrative and not as limitingthe scopeof theappended 0 arms.
The strip 66 carries a transverse pin.
I claim:
1. In an apparatus for use in a bore hole having a wall with a radius of curvature lying in a given range, a resilient member adapted to be moved along the wall of the bore hole in engagement therewith, said resilient member having a wall engaging face and a rear portion, means for applying a force to said rear portion to urge said wall engaging face into engagement with the wall of the well, and means facilitating adjustment of the distribution of said force laterally of said member as a function of the radius of curvature of the bore hole, whereby the radius of curvature of said wall engaging face may be brought 1ilntlo conformity with the radius of curvature of the bore 2. Wall engaging equipment carrier means for use in a bore hole, comprising a supporting member adapted to be lowered into the bore hole, a pad member having a bore hole wall engaging face and a rear portion, said pad member having hollow spaces formed therein, means coupling said pad member to said support member and urging the pad member towards the bore hole Wall by the application of a force thereto, and means on said pad member rear portion to facilitate the selective distribution of said force from said coupling means through the central portion of said pad member rear portion or laterally spaced portions on opposite sides of said central portion, whereby the wall engaging face of said pad member may be brought into conformity with the bore hole wall in bore holes of a given range of diameters.
3. Apparatus as defined in claim 2 in which the pad member includes a forward laterally extending portion, a relatively narrow, central rearwardly extending portion, and a rear laterally extending portion having forwardly projecting side portions spaced from the rear wall of said forward portion and provided with longitudinally and forwardly extending reinforcing means, thereby producing said hollow spaces in said pad member.
4. Apparatus as defined in claim 2 in which the pad member comprises a body in which said hollow spaces are laterally spaced apart, a reinforcing member having a preformed radius of curvature secured within the body substantially parallel to the wall engaging face of said pad member, a plurality of longitudinally and forwardly extending reinforcing members in said body and a plurality of laterally and longitudinally extending members in said body.
5. Wall engaging equipment carrier means for use in a bore hole, comprising a support member adapted to be lowered into a well, a pad member having a curved, bore hole wall engaging face and a rear portion, means connected to said pad member at laterally spaced locations on said rear portion for coupling said pad member to said support member, and means linking said coupling means to said pad member rear portion at at least one central location thereon.
6. Apparatus as described in claim 5 in which the pad member has a plurality of hollow spaces formed therein, a reinforcing member preformed to a given radius of curvature is secured to the pad member substantially parallel to the wall engaging face thereof, and a plurality of forwardly and longitudinally extending reinforcing means are disposed in the pad member.
7. Wall engaging equipment carrier means for use in a bore hole, comprising a support member adapted to be lowered into a bore hole, a pad member having a curved, bore hole wall engaging face and a rear face, a coupling member pivotally secured at one end to said pad member and coupling the same to said support member, and means forming a cam surface on said one end of the coupling member for cooperating with the rear face of said pad member to alter the shape of the wall engaging face thereof as a function of the angular position of said coupling member relatively to the pad member.
8. Wall engaging equipment carrier means for use in a bore hole, comprising a support member adapted to be lowered into a bore hole, a pad member having a curved, bore hole wall engaging face and a rear face, a plurality of parallel coupling members pivotally secured to said pad member and to said support member to form a parallelogram type mounting for said pad member urging the latter outwardly to engage the wall of the bore hole, and means forming cam surfaces on each of said coupling members for cooperating with the rear face of said pad member to alter the shape of the wall engaging face thereof as a function of the angular positions of said coupling members relatively to the pad member.
Number ame Date N Rappl June 16, 1953
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
US337273A US2695820A (en) | 1953-02-17 | 1953-02-17 | Carrier pad for use in boreholes |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
US337273A US2695820A (en) | 1953-02-17 | 1953-02-17 | Carrier pad for use in boreholes |
Publications (1)
Publication Number | Publication Date |
---|---|
US2695820A true US2695820A (en) | 1954-11-30 |
Family
ID=23319841
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
US337273A Expired - Lifetime US2695820A (en) | 1953-02-17 | 1953-02-17 | Carrier pad for use in boreholes |
Country Status (1)
Country | Link |
---|---|
US (1) | US2695820A (en) |
Cited By (10)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US2971582A (en) * | 1958-08-29 | 1961-02-14 | Schlumberger Well Surv Corp | Well tools |
US3075292A (en) * | 1958-10-03 | 1963-01-29 | Ford Alexander Corp | Tubing calipering instrument |
US3092182A (en) * | 1959-06-19 | 1963-06-04 | Schlumberger Well Surv Corp | Borehole apparatus |
US3978924A (en) * | 1975-10-28 | 1976-09-07 | Dresser Industries, Inc. | Hidden bow spring for calipers and centralizers |
US3991850A (en) * | 1975-01-08 | 1976-11-16 | Schlumberger Technology Corporation | Noise-attenuating positioners for acoustic well-logging tools |
US20040083805A1 (en) * | 2002-11-01 | 2004-05-06 | Schlumberger Technology Corporation | Methods and apparatus for rapidly measuring pressure in earth formations |
US20050263280A1 (en) * | 2004-05-25 | 2005-12-01 | Sellers Freddie L | Method and apparatus for anchoring tool in borehole conduit |
US20100101865A1 (en) * | 2007-03-30 | 2010-04-29 | Datc Europe | Device for protecting a geotechnical or geophysical probe |
US20110198099A1 (en) * | 2010-02-16 | 2011-08-18 | Zierolf Joseph A | Anchor apparatus and method |
EP2754853A1 (en) * | 2013-01-15 | 2014-07-16 | Services Pétroliers Schlumberger | Fastening technique in a downhole tool |
Citations (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US2641789A (en) * | 1946-12-20 | 1953-06-16 | Trico Products Corp | Articulated wiper blade |
-
1953
- 1953-02-17 US US337273A patent/US2695820A/en not_active Expired - Lifetime
Patent Citations (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US2641789A (en) * | 1946-12-20 | 1953-06-16 | Trico Products Corp | Articulated wiper blade |
Cited By (13)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US2971582A (en) * | 1958-08-29 | 1961-02-14 | Schlumberger Well Surv Corp | Well tools |
US3075292A (en) * | 1958-10-03 | 1963-01-29 | Ford Alexander Corp | Tubing calipering instrument |
US3092182A (en) * | 1959-06-19 | 1963-06-04 | Schlumberger Well Surv Corp | Borehole apparatus |
US3991850A (en) * | 1975-01-08 | 1976-11-16 | Schlumberger Technology Corporation | Noise-attenuating positioners for acoustic well-logging tools |
US3978924A (en) * | 1975-10-28 | 1976-09-07 | Dresser Industries, Inc. | Hidden bow spring for calipers and centralizers |
US7152466B2 (en) * | 2002-11-01 | 2006-12-26 | Schlumberger Technology Corporation | Methods and apparatus for rapidly measuring pressure in earth formations |
US20040083805A1 (en) * | 2002-11-01 | 2004-05-06 | Schlumberger Technology Corporation | Methods and apparatus for rapidly measuring pressure in earth formations |
US20050263280A1 (en) * | 2004-05-25 | 2005-12-01 | Sellers Freddie L | Method and apparatus for anchoring tool in borehole conduit |
US7252143B2 (en) * | 2004-05-25 | 2007-08-07 | Computalog Usa Inc. | Method and apparatus for anchoring tool in borehole conduit |
US20100101865A1 (en) * | 2007-03-30 | 2010-04-29 | Datc Europe | Device for protecting a geotechnical or geophysical probe |
US20110198099A1 (en) * | 2010-02-16 | 2011-08-18 | Zierolf Joseph A | Anchor apparatus and method |
EP2754853A1 (en) * | 2013-01-15 | 2014-07-16 | Services Pétroliers Schlumberger | Fastening technique in a downhole tool |
WO2014113410A1 (en) * | 2013-01-15 | 2014-07-24 | Services Petroliers Schlumberger | Fastening technique in a downhole tool |
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