CN112643288A - Manufacturing method of rotary penetration steel pipe pile with blades at front end - Google Patents
Manufacturing method of rotary penetration steel pipe pile with blades at front end Download PDFInfo
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- CN112643288A CN112643288A CN202011070843.0A CN202011070843A CN112643288A CN 112643288 A CN112643288 A CN 112643288A CN 202011070843 A CN202011070843 A CN 202011070843A CN 112643288 A CN112643288 A CN 112643288A
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- pipe pile
- steel pipe
- steel
- pile body
- shaped blade
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- 229910000831 Steel Inorganic materials 0.000 title claims abstract description 127
- 239000010959 steel Substances 0.000 title claims abstract description 127
- 238000004519 manufacturing process Methods 0.000 title claims abstract description 26
- 230000035515 penetration Effects 0.000 title claims abstract description 24
- 238000009412 basement excavation Methods 0.000 claims abstract description 46
- 238000000034 method Methods 0.000 claims abstract description 17
- 238000003466 welding Methods 0.000 claims abstract description 17
- 238000003780 insertion Methods 0.000 claims abstract description 13
- 230000037431 insertion Effects 0.000 claims abstract description 13
- 230000002093 peripheral effect Effects 0.000 claims description 12
- 238000009434 installation Methods 0.000 description 6
- 238000010276 construction Methods 0.000 description 4
- 230000007547 defect Effects 0.000 description 3
- 238000005520 cutting process Methods 0.000 description 2
- 230000001154 acute effect Effects 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 239000004576 sand Substances 0.000 description 1
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Classifications
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- B—PERFORMING OPERATIONS; TRANSPORTING
- B23—MACHINE TOOLS; METAL-WORKING NOT OTHERWISE PROVIDED FOR
- B23P—METAL-WORKING NOT OTHERWISE PROVIDED FOR; COMBINED OPERATIONS; UNIVERSAL MACHINE TOOLS
- B23P15/00—Making specific metal objects by operations not covered by a single other subclass or a group in this subclass
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- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D5/00—Bulkheads, piles, or other structural elements specially adapted to foundation engineering
- E02D5/22—Piles
- E02D5/24—Prefabricated piles
- E02D5/28—Prefabricated piles made of steel or other metals
- E02D5/285—Prefabricated piles made of steel or other metals tubular, e.g. prefabricated from sheet pile elements
Abstract
Provided is a method for reliably and easily manufacturing a rotary penetration steel pipe pile with blades at the tip, which improves the fixing strength between a steel pipe pile body and blade members. The method comprises the following steps: forming two inclined cut grooves which are inclined symmetrically with respect to an imaginary plane including a central axis in the vicinity of the distal end of the steel-pipe pile body; welding and fixing a plate thickness surface of the excavation member to a mounting position near a tip where a pipe body inner circumferential surface of the steel pipe pile body intersects with the imaginary plane, such that the tip of the excavation member protrudes from the tip opening of the steel pipe pile body; forming two semicircular disc-shaped blade members having a planar semicircular shape having a diameter 1.5 to 6 times the diameter of the steel pipe pile body; and inserting the two semicircular disk-shaped blade members into the pipe body in a crossing manner through the two inclined cut grooves, and welding and fixing the semicircular disk-shaped blade members to the abutting portions of the excavating member and the insertion portions of the cut grooves.
Description
Technical Field
The present invention relates to a method for manufacturing a rotary penetration steel pipe pile having a blade member for rotary excavation provided at the tip of a pile body and having a blade at the tip.
Background
For example, a known steel pipe pile used in foundation works of buildings and the like includes a steel pipe pile body formed of a pipe body, a plate-like excavation member protruding from a tip end of the pile body, and a disc-like blade member for rotary excavation provided on an outer periphery of the tip end of the steel pipe pile body (see, for example, patent document 1). Such a steel pipe pile is also called a rotary penetration steel pipe pile with blades at the tip, and is driven by a construction machine to be rotatably penetrated into a foundation. The steel pipe pile has many roots driven into the ground to support the foundation of the building. The load of the building is transmitted to the foundation via the steel pipe pile. Therefore, in the steel pipe pile, a larger load can be supported by increasing the diameter or area of the blade member.
In the steel pipe pile, a reaction force from the ground in a vertical direction (a direction opposite to a traveling direction of the steel pipe pile) and a reaction force in a direction opposite to a rotating direction of the blade member act on the blade member at the time of the rotational penetration. Such a reaction force from the foundation acting on the blade member increases if the diameter or area of the blade member becomes large. Further, even if the outer diameter of the steel pipe pile body is increased, the length of the welded portion between the blade member and the steel pipe pile body is not so increased. Therefore, if the diameter of the blade member is increased, the fixing strength by welding the blade member to the steel pipe pile body may be insufficient. In a steel pipe pile having a large-diameter blade member, due to insufficient fixing strength, the blade member cannot receive a reaction force acting at the time of the rotational penetration and a reaction force acting when the rotational penetration is stopped and reversely rotated, and the blade member may be detached from the steel pipe pile body.
Documents of the prior art
Patent document
Patent document 1: japanese patent No. 3264910.
Disclosure of Invention
Problems to be solved by the invention
The present invention has been made in view of the above-described circumstances, and provides a method for reliably and easily manufacturing a rotationally driven steel pipe pile with blades at the tip end, which improves the fixing strength between the steel pipe pile body and the blade member.
Means for solving the problems
That is, the invention according to claim 1 relates to a method for manufacturing a rotary cast-in-place steel pipe pile with blades at the tip, which is characterized by comprising, when manufacturing a rotary cast-in-place steel pipe pile with blades at the tip, the rotary cast-in-place steel pipe pile including a steel pipe pile body to be rotatably cast into the ground, an excavation member made of a flat steel plate for excavation of a foundation, and a semicircular disk-shaped blade member, the method comprising: forming two inclined cut grooves which are inclined symmetrically with respect to an imaginary plane including a central axis in the vicinity of the distal end of the steel-pipe pile body; welding and fixing a plate thickness surface of the excavation member to a mounting position in the vicinity of a tip where the inner peripheral surface of the pipe body of the steel pipe pile body intersects with the imaginary plane, such that a tip portion of the excavation member protrudes from a tip opening of the steel pipe pile body; forming two semicircular disc-shaped blade members having a planar semicircular shape having a diameter 1.5 to 6 times the diameter of the steel pipe pile body; and inserting the two semicircular disk-shaped blade members into the pipe body in a crossing manner through the two inclined notch grooves, and welding and fixing the semicircular disk-shaped blade members to the contact portions of the excavating member and the insertion portions of the notch grooves.
The invention according to claim 2 relates to the method for manufacturing a rotary bored steel-pipe pile with a bladed tip according to claim 1, wherein the excavation member is formed of a plate-like member having the same width as the installation position and includes a pointed end portion.
The invention according to claim 3 relates to the method for manufacturing a rotary bored steel pipe pile with blades at the tip described in claim 1, wherein no inclined notch groove is formed at the installation position.
The invention according to claim 4 relates to the method for manufacturing a rotary penetration steel pipe pile with blades at the tip according to claim 1, wherein the semicircular disc-shaped blade member has a diameter 2.5 to 5.5 times as large as the diameter of the steel pipe pile body.
The invention according to claim 5 relates to the method for manufacturing a rotary penetration steel pipe pile with blades at the tip according to claim 1, wherein an intersection angle between the semicircular disc-shaped blade member and a plane orthogonal to a central axis of the pipe body is 5 to 20 degrees.
Effects of the invention
The method for manufacturing a rotary-penetrated steel-pipe pile with blades at the tip according to the invention of claim 1 includes the steps of, when manufacturing a rotary-penetrated steel-pipe pile with blades at the tip, the rotary-penetrated steel-pipe pile including a steel-pipe pile body to be rotatably penetrated into the ground, an excavation member made of a flat steel plate for excavation of a foundation, and a semicircular disk-shaped blade member: forming two inclined cut grooves which are inclined symmetrically with respect to an imaginary plane including a central axis in the vicinity of the distal end of the steel-pipe pile body; welding and fixing a plate thickness surface of the excavation member to a mounting position in the vicinity of a tip where the inner peripheral surface of the pipe body of the steel pipe pile body intersects with the imaginary plane, such that a tip portion of the excavation member protrudes from a tip opening of the steel pipe pile body; forming two semicircular disc-shaped blade members having a planar semicircular shape having a diameter 1.5 to 6 times the diameter of the steel pipe pile body; and inserting the two semicircular disk-shaped blade members into the pipe body in a crossing manner through the two inclined notch grooves, and welding and fixing the semicircular disk-shaped blade members to the abutting portions of the excavating member and the insertion portions of the notch grooves; therefore, the strength of fixing the steel pipe pile body and the blade members can be significantly improved, and a steel pipe pile that can withstand the reaction force acting during the rotational penetration of each blade member having a large diameter and the reverse rotation of the rotational penetration by stopping the rotational penetration can be reliably and easily manufactured without the possibility that the blade members will fall off the steel pipe pile body.
In the invention according to claim 2, in claim 1, the excavation member is formed of a plate-like member having the same width as the installation position, and includes a tip portion, so that the excavation member is easily and appropriately arranged at the center in the pipe body of the steel pipe pile body, and can efficiently excavate the foundation at the time of the rotational penetration.
In the invention according to claim 3, in claim 1, since the inclined notch groove is not formed at the attachment position, the positioning of the excavation component with respect to the attachment position is facilitated.
In the invention according to claim 4 of claim 1, since the half-disc-shaped blade member has a diameter 2.5 to 5.5 times as large as the diameter of the steel pipe pile body, the half-disc-shaped blade member can support a larger load and can receive a reaction force from the foundation during the rotational penetration.
In the invention according to claim 5, in claim 1, since the half disc-shaped blade member has an intersection angle of 5 to 20 degrees with respect to a plane orthogonal to the central axis of the pipe body, the foundation on the outer side of the steel pipe pile body can be efficiently excavated, and the load can be appropriately supported.
Drawings
Fig. 1 is a perspective view of a steel pipe pile manufactured by the manufacturing method of the present invention.
Fig. 2 is an exploded perspective view of the steel pipe pile of fig. 1.
Fig. 3 is a schematic view of a manufacturing process of the steel pipe pile of fig. 1.
Fig. 4 is a cross-sectional view of a main part of the steel-pipe pile of fig. 1.
Fig. 5 is a front view of the steel pipe pile of fig. 1.
Fig. 6 is a schematic view showing a welding portion of the semicircular disk-shaped blade member.
Detailed Description
The present invention relates to a method for manufacturing a steel pipe pile 10 called a rotary penetration steel pipe pile with blades at the tip as shown in fig. 1. The method of manufacturing the steel pipe pile 10 includes a groove forming step, an excavation member mounting step, a blade member forming step, and a welding step.
The steel pipe pile 10 is a member that is rotatably driven into a ground by a construction device in a foundation work of a building such as a rotary pile construction method and is driven into a large number of roots to support the foundation of the building. As shown in fig. 1 and 2, the steel pipe pile 10 includes a steel pipe pile body 20, an excavation member 30, and two semicircular disc- shaped blade members 40 and 50. The steel pipe pile 10 and the method of manufacturing the steel pipe pile 10 of the present invention will be described below.
The groove forming step is a step of forming two inclined notch grooves 21 and 26 in the steel pipe pile body 20. The steel pipe pile body 20 is formed of a pipe body that is rotatably inserted into the ground, and as shown in fig. 1, 2, 3 (a), and 4, two inclined notch grooves 21 and 26 are formed near the tip end and are inclined symmetrically with respect to an imaginary plane D including the central axis C. The central axis C of the pipe body corresponds to the rotation center of the steel pipe pile 10 during the rotation penetration.
The inclined notch grooves 21 and 26 are portions to which semicircular disk- shaped blade members 40 and 50, which will be described later, are attached. The inclined notch grooves 21 and 26 define an intersection angle (θ) of the semicircular disk-shaped blade member 40 (50) and a plane P orthogonal to the central axis C of the pipe body (see fig. 5). The inclined notch grooves 21 and 26 are formed by a known cutting device or the like.
As shown in fig. 3 (a), the excavation member attaching step is a step of attaching an excavation member 30 to the steel pipe pile body 20. The excavation member 30 is made of a flat steel plate for excavation of a foundation, and is disposed so that a distal end portion thereof protrudes from the distal end opening 20a of the steel pipe pile body 20, as shown in fig. 1, 3 (b), and 5. At this time, as shown in fig. 4, the excavation member 30 is fixed by welding to the mounting position F, F near the tip where the inner peripheral surface of the pipe body of the steel pipe pile body 20 intersects with the imaginary plane D. The welded fastening of the digging element 30 may also be a temporary fastening.
As shown in fig. 4, the excavating member 30 of the embodiment is formed of a plate-like member having the same width as the attachment position F, F. That is, the excavation member 30 is formed to have substantially the same width as the diameter of the inner periphery of the steel pipe pile body 20. Therefore, the plate-like excavation member 30 is easily disposed at the center in the pipe body of the steel-pipe pile body 20 along the virtual plane D. The thickness of the excavation member 30 is not particularly limited, but is set to, for example, about 9mm from the viewpoint of strength and the like. As shown in fig. 5, the excavating member 30 includes a tip portion 35 having a tip portion formed at an acute angle. The tip portion 35 is located at the central axis C. Therefore, the foundation can be efficiently excavated during the rotation penetration.
Preferably, as shown in fig. 3, the inclined cut grooves 21 and 26 are not formed at the mounting position F of the excavation component 30 (in the vicinity of the distal end portion of the inner peripheral surface of the pipe body of the steel-pipe pile body 20 where the imaginary plane D intersects). In particular, it is more preferable that the range (width) of the mounting position F, F where the inclined notch grooves 21, 26 are not formed be substantially equal to the thickness of the excavating component 30. This facilitates positioning of the excavation component 30 with respect to the attachment position F, F with reference to the end portions of the inclined notch grooves 21, 26.
The blade member forming step is a step of forming two semicircular disk- shaped blade members 40 and 50. The two semicircular disk- shaped blade members 40 and 50 are members of the same shape as each other, which excavate the ground outside the steel pipe pile body 20 during the rotational penetration. The half disc-shaped blade member 40 (50) has a blade body 41 (51) having a flat semicircular shape and a blade portion 45 (55), as shown in fig. 2 and 4. The blade 45 (55) is a portion for excavating the ground outside the steel pipe pile body 20, and is formed on one end side of the chord portion 42 (52) of the blade body 41 (51). The cutting edge angle of the edge portion 45 (55) is, for example, 45 degrees.
The half disc-shaped blade members 40 (50) can support a larger load as the diameter or area thereof is larger, but on the other hand, the influence of the reaction force from the foundation at the time of the rotational penetration becomes larger, and the steel pipe pile body 20 is likely to be detached (damaged). Therefore, the semicircular disk-shaped blade members 40 and 50 are formed in a planar semicircular shape having a diameter 1.5 to 6 times, more preferably 2.5 to 5.5 times, the diameter of the steel pipe pile body 20 so as to be able to support a larger load and also to receive a reaction force from the foundation. If the diameter of the semicircular disc-shaped blade members 40 (50) is too small, the load may not be sufficiently supported, and if the diameter is too large, the reaction force from the foundation may be excessively influenced and may fall off the steel pipe pile body 20.
The welding step is a step of inserting the two semicircular disc blade members 40 and 50 into the pipe body in a crossing manner through the left and right inclined notch grooves 21 and 26 (see fig. 3 (b)), and welding and fixing the semicircular disc blade members 40 and 50 to the contact portions 32 and 33 of the excavating member 30 and the insertion portions 22 and 27 of the notch grooves 21 and 26 (see fig. 3 (c)). When the half-disk-shaped blade members 40 and 50 are welded, the respective half-disk-shaped blade members 40 and 50 are arranged with the excavating member 30 as a reference. That is, since the excavation member 30 is fixed at the mounting position F, F corresponding to the center of the steel pipe pile body 20, the respective half disc-shaped blade members 40 and 50 can be symmetrically, easily and appropriately arranged. As shown in fig. 1 and 5, the two semicircular disk-shaped blade members 40 and 50 are arranged in a front cross shape so that the blade portions 45 and 55 are respectively located on the lower side. By setting the blades 45 and 55 to the lower side, the foundation can be easily excavated.
Here, the thick lines in the schematic diagram shown in fig. 6 indicate the welded portions of the steel pipe pile body 20, the excavation member 30, and the two semicircular disk-shaped blade members 40 and 50. Reference numeral W1 denotes a welded portion between the semicircular disk-shaped blade member 40 and the outer peripheral side of the insertion portion 22 of the notch groove 21 of the steel pipe pile body 20, W2 denotes a welded portion between the semicircular disk-shaped blade member 40 and the inner peripheral side of the insertion portion 22 of the notch groove 21 of the steel pipe pile body 20, W3 denotes a welded portion between the semicircular disk-shaped blade member 40 and the contact portion 32 of the excavation member 30, W4 denotes a welded portion between the semicircular disk-shaped blade member 50 and the outer peripheral side of the insertion portion 27 of the notch groove 26 of the steel pipe pile body 20, W5 denotes a welded portion between the semicircular disk-shaped blade member 50 and the inner peripheral side of the insertion portion 27 of the notch groove 26 of the steel pipe pile body 20, W6 denotes a welded portion between the semicircular disk-shaped blade member 50 and the contact portion 36 of the excavation member 30, and W7 denotes a welded portion between the installation position F, F of the steel pipe pile.
The welded portions W1, W2 between the semicircular disk-shaped blade member 40 and the insertion portion 22 of the notch groove 21 are formed in the upper edge portion and the lower edge portion (see fig. 6 (b)) of the semicircular disk-shaped blade member 40 over substantially half of the circumference of the steel pipe pile body 20 (see fig. 6 (a)) in a state where the semicircular disk-shaped blade member 40 is inserted into the pipe body from the notch grooves 21, 26 of the steel pipe pile body 20. The welded portion W3 between the semicircular disk-shaped blade member 40 and the contact portion 32 of the excavation member 30 is formed between the installation positions F, F on the inner circumferential surface of the pipe body of the steel-pipe pile body 20 (see fig. 6 a). In this way, in the inserted state into steel pipe pile body 20, semi-disc-shaped blade member 40 is welded and fixed entirely to each abutting portion between steel pipe pile body 20 and excavation member 30. Therefore, the fixing strength of the semicircular disc-shaped blade member 40 to the steel pipe pile body 20 is significantly improved as compared with the case where the semicircular disc-shaped blade member is simply welded to the outer periphery of the steel pipe pile body. Further, since the semicircular disk-shaped blade member 50 is in a symmetrical relationship with the semicircular disk-shaped blade member 40, the welded portions W4, W5, and W6 are formed in the same manner as the steel-pipe pile body 20, and the fixing strength is greatly improved. The welded portion W7 between the steel pipe pile body 20 and the excavation member 30 may be reinforced as necessary when welding the half disc-shaped blade members 40 and 50.
In order to efficiently excavate the foundation outside the steel pipe pile body 20 and to appropriately support the load, the half disc-shaped blade members 40 and 50 preferably have an intersection angle (θ) of 5 degrees to 20 degrees with respect to a plane P perpendicular to the central axis C of the pipe body as shown in fig. 5. When the intersection angle (θ) of the semicircular disk-shaped blade members 40 (50) is too small, the inclination of the two blade members 40, 50 is small and is close to horizontal, and the excavation efficiency of the foundation on the outer side of the steel pipe pile body 20 may be deteriorated. When the intersection angle (θ) of the semicircular disk-shaped blade members 40 (50) is too large, the surface portions of the two blade members 40 and 50 are steep, and the area in the horizontal direction is small, which may result in insufficient load support.
Next, a working process using the steel pipe pile 10 will be described. First, the steel-pipe pile 10 is erected with respect to the ground by a construction device (not shown) installed on the ground, and is pressed downward while rotating the steel-pipe pile 10. At this time, excavation of the foundation is started by the excavation member 30 protruding from the distal end opening 20a of the steel pipe pile body 20. The earth and sand under the steel pipe pile body 20 excavated by the excavating member 30 is pushed outward toward the outer peripheral side by the excavating member 30 and the two half disc-shaped blade members 40 and 50. At the same time, the foundation on the outside of the steel pipe pile body 20 is excavated by the two semicircular disk-shaped blade members 40 and 50, and the steel pipe pile 10 is rotated and penetrated into the ground.
When the steel pipe pile 10 is rotatably inserted, a reaction force in a vertical direction upward and in a direction opposite to the rotation acts on the blade members 40 and 50 from the foundation. Here, when each blade member 40, 50 is welded and fixed to steel pipe pile body 20 and excavation member 30 in the inserted state into steel pipe pile body 20, the fixing strength of each blade member 40, 50 to steel pipe pile body 20 is greatly improved. Therefore, even if the diameters of the blade members 40 and 50 are increased by 1.5 to 6 times, more preferably 2.5 to 5.5 times, with respect to the diameter of the steel pipe pile body 20, and the reaction force acting from the foundation is increased gradually, the fixing strength of the blade members 40 and 50 to the steel pipe pile body 20 is not insufficient, and there is no possibility that the blade members 40 and 50 may fall off from the steel pipe pile body 20.
Further, by fixing the blade members 40 and 50 in a state of being inserted into the pipe body from the notch grooves 21 and 26 of the steel pipe pile body 20, reaction forces directed upward in the vertical direction act on the blade members 40 and 50 from the foundation on the inner side and the outer side of the steel pipe pile body 20. Therefore, a defect that only the outer peripheral sides of the blade members 40 and 50 are partially deformed is unlikely to occur. This makes it difficult for the steel-pipe pile 10 to deviate in the traveling direction, and prevents the occurrence of defects such as deformation of the steel-pipe pile body 20 due to the deviation in the traveling direction.
Further, if a load of a building or the like is applied to the steel pipe pile 10 that is rotatably driven into the foundation, a reaction force directed upward in the vertical direction acts on the blade members 40 and 50 from the foundation, and the building or the like is supported by the foundation through the steel pipe pile body 20 by the reaction force. Since the steel pipe pile 10 is less likely to have defects due to deformation or the like in the steel pipe pile body 20 and the blade members 40 and 50, the weight that can be supported by the steel pipe pile 10 is not reduced from the design value.
As shown and described above, in the method for manufacturing a steel pipe pile according to the present invention, two inclined notch grooves are formed in the vicinity of the distal end of the steel pipe pile body, which are symmetrically inclined with respect to a virtual plane including the central axis, the plate thickness of the excavation member is fixed by welding to an attachment position in the vicinity of the distal end where the inner peripheral surface of the pipe body of the steel pipe pile body intersects with the virtual plane so that the distal end of the excavation member protrudes from the distal end opening of the steel pipe pile body, two semicircular disk blade members having a planar semicircular shape with a diameter 1.5 to 6 times the diameter of the steel pipe pile body are formed, the two semicircular disk blade members are inserted into the pipe body through the left and right inclined notch grooves in an intersecting manner, and the abutting portions of the semicircular disk blade members with the excavation member and the insertion portions of the notch grooves are fixed by welding, and therefore, each member can be easily and appropriately arranged, the steel pipe pile can be reliably and easily manufactured. In addition, in the manufactured steel pipe pile, the fixing strength between the steel pipe pile body and the blade member can be greatly improved, and the steel pipe pile can also withstand a reaction force acting when each blade member having a large diameter is rotatably inserted, a case where the rotary insertion is stopped and the blade member is reversely rotated, and the like, and there is no possibility that the blade member is detached from the steel pipe pile body.
Industrial applicability
As described above, in the method for manufacturing a rotary penetration steel-pipe pile with blades at the tip according to the present invention, a steel-pipe pile having a blade member with a large diameter, in which the fixing strength of the pile body and the blade member is greatly improved, can be reliably and easily manufactured. Therefore, the steel pipe pile manufactured by the present invention is expected to be a substitute for a conventional steel pipe pile.
Description of the reference numerals
10 steel pipe pile
20 steel pipe pile main body
20a front end opening
21. 26 inclined notch groove
22. 27 slot insertion part
30 digging component
31 thick side
32. 33 abutting portion of semicircular disk-shaped blade member and excavating member
35 tip end
40. 50 half-circular disc-shaped blade part
41. 51 blade body
42. 52 chord part of blade body
45. 55 blade part
C center shaft
D imaginary plane
F installation position of digging component
P plane orthogonal to central axis of pipe body
W1-W7 weld zone
Theta cross angle.
Claims (5)
1. A method for manufacturing a rotary penetration steel pipe pile with blades at the front end is characterized in that,
the method for manufacturing a rotary penetration steel-pipe pile with blades at the tip of a semicircular disc-shaped blade member, which is provided with a steel-pipe pile body to be rotatably penetrated into the ground, an excavating member made of a flat steel plate for foundation excavation, and the rotary penetration steel-pipe pile, comprises the steps of:
forming two inclined cut grooves which are inclined symmetrically with respect to an imaginary plane including a central axis in the vicinity of the distal end of the steel-pipe pile body;
welding and fixing a plate thickness surface of the excavation member to a mounting position in the vicinity of a tip where the inner peripheral surface of the pipe body of the steel pipe pile body intersects with the imaginary plane, such that a tip portion of the excavation member protrudes from a tip opening of the steel pipe pile body;
forming two semicircular disc-shaped blade members having a planar semicircular shape having a diameter 1.5 to 6 times the diameter of the steel pipe pile body; and
and inserting the two half disc-shaped blade members into the pipe body in a crossing manner through the two inclined notch grooves, and welding and fixing the half disc-shaped blade members to the abutting portions of the excavating member and the insertion portions of the notch grooves.
2. The method of manufacturing a rotary bored steel-pipe pile with a bladed tip according to claim 1, wherein the excavating member is formed of a plate-like member having the same width as the mounting position and has a pointed end.
3. The method of manufacturing a rotary bored steel-pipe pile with a bladed tip according to claim 1, wherein no inclined notch is formed at the mounting position.
4. The method of manufacturing a rotary bored steel-pipe pile with blades at the tip according to claim 1, wherein the semi-disc-shaped blade member has a diameter 2.5 to 5.5 times as large as a diameter of the steel-pipe pile body.
5. The method of manufacturing a rotary bored steel pipe pile with blades at the tip according to claim 1, wherein an intersection angle between the half-disk-shaped blade member and a plane orthogonal to a central axis of the pipe body is 5 degrees to 20 degrees.
Applications Claiming Priority (2)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP2019187724A JP2021063356A (en) | 2019-10-11 | 2019-10-11 | Manufacturing method of rotary penetration steel pipe pile with tip blade |
| JP2019-187724 | 2019-10-11 |
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|---|---|
| CN112643288A true CN112643288A (en) | 2021-04-13 |
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| CN202011070843.0A Pending CN112643288A (en) | 2019-10-11 | 2020-10-09 | Manufacturing method of rotary penetration steel pipe pile with blades at front end |
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| CN (1) | CN112643288A (en) |
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| JP2022190513A (en) * | 2021-06-14 | 2022-12-26 | 株式会社ガイアＦ１ | Rotary penetration steel pipe pile with tip blade |
| JP2022190512A (en) * | 2021-06-14 | 2022-12-26 | 株式会社ガイアＦ１ | Rotary penetration steel pipe pile with tip blade |
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| JP3264910B2 (en) * | 1999-11-30 | 2002-03-11 | 株式会社三誠 | Steel pipe pile |
| JP2008045338A (en) * | 2006-08-17 | 2008-02-28 | Plan Do Soil Kk | Steel pipe pile |
| JP5867445B2 (en) * | 2013-04-15 | 2016-02-24 | Ｊｆｅスチール株式会社 | Manufacturing method of rotating penetration steel pipe pile |
| JP6706772B2 (en) * | 2016-12-19 | 2020-06-10 | ＪＳＰｉｌｉｎｇ株式会社 | Steel pipe pile |
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| JP2004084234A (en) * | 2002-08-26 | 2004-03-18 | Yoshio Tanaka | Steel pipe pile |
| JP2006177125A (en) * | 2004-12-24 | 2006-07-06 | Soiensu:Kk | Steel pipe pile |
| JP2009046833A (en) * | 2007-08-16 | 2009-03-05 | Ikuo Suzuki | Rotary-penetration steel pipe pile |
| JP2009138487A (en) * | 2007-12-10 | 2009-06-25 | Shinsei Komu:Kk | Steel pipe pile |
| CN107366283A (en) * | 2017-08-24 | 2017-11-21 | 国家电网公司 | A kind of transmission line of electricity prefabricated tubular pile corrosion protection design method |
| CN108005062A (en) * | 2018-01-31 | 2018-05-08 | 广西盛虎金属制品有限公司 | Spinning expands head steel-pipe pile |
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| JP2021063356A (en) | 2021-04-22 |
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