WO2005095733A1 - アンカーボルト施工方法、アンカーボルト埋設穴掘削方法、及び掘削装置 - Google Patents
アンカーボルト施工方法、アンカーボルト埋設穴掘削方法、及び掘削装置 Download PDFInfo
- Publication number
- WO2005095733A1 WO2005095733A1 PCT/JP2005/006166 JP2005006166W WO2005095733A1 WO 2005095733 A1 WO2005095733 A1 WO 2005095733A1 JP 2005006166 W JP2005006166 W JP 2005006166W WO 2005095733 A1 WO2005095733 A1 WO 2005095733A1
- Authority
- WO
- WIPO (PCT)
- Prior art keywords
- hole
- anchor bolt
- tip
- burial
- tool
- Prior art date
Links
- 238000000034 method Methods 0.000 title claims abstract description 27
- 238000010276 construction Methods 0.000 claims abstract description 45
- 238000005452 bending Methods 0.000 claims abstract description 12
- 238000009933 burial Methods 0.000 claims description 75
- 238000009412 basement excavation Methods 0.000 claims description 44
- 238000005553 drilling Methods 0.000 claims description 38
- 230000003014 reinforcing effect Effects 0.000 claims description 22
- 230000000149 penetrating effect Effects 0.000 claims description 8
- 229910001285 shape-memory alloy Inorganic materials 0.000 claims description 7
- 230000002093 peripheral effect Effects 0.000 claims description 5
- 238000009434 installation Methods 0.000 claims 2
- 230000002787 reinforcement Effects 0.000 abstract description 11
- 239000007787 solid Substances 0.000 description 9
- 239000000853 adhesive Substances 0.000 description 2
- 230000001070 adhesive effect Effects 0.000 description 2
- 229910045601 alloy Inorganic materials 0.000 description 2
- 239000000956 alloy Substances 0.000 description 2
- 210000000078 claw Anatomy 0.000 description 2
- 239000000945 filler Substances 0.000 description 2
- 239000000463 material Substances 0.000 description 2
- 229920000049 Carbon (fiber) Polymers 0.000 description 1
- 241000238413 Octopus Species 0.000 description 1
- 229910000831 Steel Inorganic materials 0.000 description 1
- 239000004917 carbon fiber Substances 0.000 description 1
- 239000004568 cement Substances 0.000 description 1
- 238000004891 communication Methods 0.000 description 1
- 239000002826 coolant Substances 0.000 description 1
- 230000007812 deficiency Effects 0.000 description 1
- 238000007599 discharging Methods 0.000 description 1
- 238000010438 heat treatment Methods 0.000 description 1
- VNWKTOKETHGBQD-UHFFFAOYSA-N methane Chemical compound C VNWKTOKETHGBQD-UHFFFAOYSA-N 0.000 description 1
- 239000012744 reinforcing agent Substances 0.000 description 1
- 239000010959 steel Substances 0.000 description 1
Classifications
-
- B—PERFORMING OPERATIONS; TRANSPORTING
- B28—WORKING CEMENT, CLAY, OR STONE
- B28D—WORKING STONE OR STONE-LIKE MATERIALS
- B28D1/00—Working stone or stone-like materials, e.g. brick, concrete or glass, not provided for elsewhere; Machines, devices, tools therefor
- B28D1/02—Working stone or stone-like materials, e.g. brick, concrete or glass, not provided for elsewhere; Machines, devices, tools therefor by sawing
- B28D1/04—Working stone or stone-like materials, e.g. brick, concrete or glass, not provided for elsewhere; Machines, devices, tools therefor by sawing with circular or cylindrical saw-blades or saw-discs
- B28D1/041—Working stone or stone-like materials, e.g. brick, concrete or glass, not provided for elsewhere; Machines, devices, tools therefor by sawing with circular or cylindrical saw-blades or saw-discs with cylinder saws, e.g. trepanning; saw cylinders, e.g. having their cutting rim equipped with abrasive particles
-
- E—FIXED CONSTRUCTIONS
- E21—EARTH OR ROCK DRILLING; MINING
- E21D—SHAFTS; TUNNELS; GALLERIES; LARGE UNDERGROUND CHAMBERS
- E21D20/00—Setting anchoring-bolts
- E21D20/003—Machines for drilling anchor holes and setting anchor bolts
-
- E—FIXED CONSTRUCTIONS
- E21—EARTH OR ROCK DRILLING; MINING
- E21D—SHAFTS; TUNNELS; GALLERIES; LARGE UNDERGROUND CHAMBERS
- E21D21/00—Anchoring-bolts for roof, floor in galleries or longwall working, or shaft-lining protection
- E21D21/0026—Anchoring-bolts for roof, floor in galleries or longwall working, or shaft-lining protection characterised by constructional features of the bolts
- E21D21/0066—Anchoring-bolts formed by a bundle of radially arranged rigid elements
-
- Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
- Y10—TECHNICAL SUBJECTS COVERED BY FORMER USPC
- Y10T—TECHNICAL SUBJECTS COVERED BY FORMER US CLASSIFICATION
- Y10T408/00—Cutting by use of rotating axially moving tool
- Y10T408/83—Tool-support with means to move Tool relative to tool-support
- Y10T408/85—Tool-support with means to move Tool relative to tool-support to move radially
- Y10T408/858—Moving means including wedge, screw or cam
-
- Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
- Y10—TECHNICAL SUBJECTS COVERED BY FORMER USPC
- Y10T—TECHNICAL SUBJECTS COVERED BY FORMER US CLASSIFICATION
- Y10T408/00—Cutting by use of rotating axially moving tool
- Y10T408/83—Tool-support with means to move Tool relative to tool-support
- Y10T408/85—Tool-support with means to move Tool relative to tool-support to move radially
- Y10T408/858—Moving means including wedge, screw or cam
- Y10T408/8588—Axially slidable moving-means
- Y10T408/85892—Screw driven wedge or cam
- Y10T408/85895—Traveling wedge
- Y10T408/858957—Having externally threaded shank connected to tool-support
Definitions
- Anchor bolt construction method anchor bolt buried hole drilling method, and drilling equipment
- the present invention relates to an anchor bolt construction method, an anchor bolt burying hole excavation method, and an excavation device.
- Patent document 1 JP-A-11 131999
- the first excavation bit is detachably attached to a tip of a first excavation tool.
- the tip of the first digging tool was changed from the first digging bit to the guide push, and the second digging tool was inserted into the guide hole formed in this guide push at an angle.
- the second burial hole was excavated by the second excavation bit provided at the tip of the second excavation tool.
- the anchor bolt is formed of a shape memory alloy branched to a plurality of tip portions. That is, the tip is configured to open and close according to a temperature change.
- the anchor bolt burying hole drilling method for drilling a burial hole for burying an anchor bolt in a construction surface the anchor bolt is drilled in the construction surface. After excavating the first burial hole for embedding, a plurality of second burial holes are to be excavated at the tip of the first burial hole by bending the tip force of the first burial hole.
- the first burial hole is detachably attached to a tip of a first digging tool by a first digging bit. Then, the tip of the first drilling tool is exchanged from the first drilling bit to the guide push, and the second drill tool is inserted through the guide hole formed in the guide push in an inclined shape. The second buried hole was drilled with the second drill bit provided at the tip of the drilling tool.
- the first excavation tool is exchanged with a tip of the first excavation tool.
- a first digging bit and a guide pusher to be mounted as possible, a second digging tool smaller in diameter than the first digging tool passing through a guide hole formed in the guide push at an angle, and the second digging tool And a second drill bit to be attached to the tip of the drill.
- the second excavation bit is formed with a guide portion having the same height as a munition on an outer peripheral surface.
- FIG. 1 is a side sectional view showing an excavator according to the present invention.
- FIG. 2 is a side view (a) and a plan view (b) showing a first drill bit.
- FIG. 3 is a side view (a) and a plan view (b) showing a second drill bit.
- FIG. 4 is a side view showing an anchor bolt.
- FIG. 5 is a side view showing an anchor bolt.
- FIG. 6 is a side view showing an anchor bolt.
- FIG. 7 is a side view showing an anchor bolt.
- FIG. 8 is a side view showing an anchor bolt.
- FIG. 9 is a side view showing an anchor bolt.
- FIG. 10 is a side view showing an anchor bolt.
- FIG. 11 is a side sectional view showing a method of excavating the first and second buried holes.
- FIG. 12 is a side sectional view showing a method of excavating the first and second buried holes.
- FIG. 13 is a side cross-sectional view showing a method of excavating first and second buried holes.
- FIG. 14 is a side sectional view showing a method of excavating the first and second buried holes.
- FIG. 15 is a side sectional view showing a method of excavating first and second buried holes.
- FIG. 16 is a side sectional view showing a method of excavating first and second buried holes.
- FIG. 17 is a side sectional view showing a method of excavating the first and second buried holes.
- FIG. 18 is a side sectional view showing a method of excavating the first and second buried holes.
- FIG. 19 is a side cross-sectional view showing a method of excavating first and second buried holes.
- FIG. 20 is a side sectional view (a) and a plan view (b) showing a second drill bit.
- FIG. 21 is a side view showing an anchor bolt.
- FIG. 22 is a side sectional view (a) and a plan view (b) showing a method of excavating a first buried hole.
- FIG. 23 is a side sectional view showing a method of excavating a first buried hole.
- the anchor bolt is inserted into this burial hole!
- a first burial hole is excavated at that location using a drilling rig, and if there is an existing reinforcing bar in front of the first burial hole, a plurality of second burial holes are provided at the tip of the first burial hole.
- the buried hole is excavated by bending the tip force of the first buried hole, and then the anchor bolt bent in the middle is buried in the first and second buried holes.
- the second buried hole may be a buried hole having the same diameter as the first buried hole, or may be a plurality of buried holes having a smaller diameter than the first buried hole.
- Excavation of the first buried hole and the second buried hole is performed by first digging the first buried hole with the first digging tool, and thereafter, the tip force of the first buried hole.
- a second buried hole is excavated at an angle.
- the first burial hole is excavated with the first excavation bit detachably attached to the tip of the first excavation tool, and then the tip of the first excavation tool is attached to the first excavation tool.
- the excavation bit is replaced with a guide bush, a second excavation tool is inserted into the guide hole formed in the guide pusher in an inclined shape, and the second excavation bit provided at the tip of the second excavation tool is used for the second excavation bit.
- At least one of the plurality of second buried holes may be excavated by penetrating a reinforcing bar already provided inside the construction surface.
- the anchor bolts embedded in the first and second burial holes are anchor bolts having a shape memory alloy force branched from the middle to a plurality of tips, and the tips are changed according to temperature changes.
- One that is configured to open and close can be used.
- the anchor bolts can be made of not only shape memory alloys but also ordinary anchor bolts, especially when the diameter of the branching anchor bolts is small. .
- the second burying hole is inserted at the tip of the first burying hole. Since the excavation is made by bending from the tip of the hole, even if existing reinforcement is present inside the construction surface, the second burial hole can be excavated while avoiding the reinforcement, or Then, a second buried hole penetrating the reinforcement can be excavated.
- a roughly octopus-shaped anchor bolt that is branched into a plurality of pieces in the middle can be buried in the first and second burying holes, and thereby the strength of the structure or the anchor bolt can be increased. Can be secured.
- the excavator 1 includes a first excavation tool 3 for excavating a first buried hole 2, A first excavating bit 4 and a guide push 5 which are interchangeably attached to the tip of the first excavating tool 3 and a smaller diameter than the first excavating tool 3 which is inserted through a guide hole 6 formed in the guide bush 5 in an inclined shape. And a second drill bit 8 attached to the tip of the second drill tool 7.
- the first excavating tool 3 has a holder 10 attached to the tip of a drive shaft 9 interlockingly connected to a rotary drive device, and a hollow cylindrical outer tube 11 attached to the lower side of the holder 10; A first drill bit 4 and a guide push 5 are interchangeably screwed to the tip of the.
- the first excavating tool 3 has a through hole 12 formed in the holder 10 so that the coolant can flow through the through hole 12.
- the first excavation bit 4 has an annular segment cannonball 4 b attached to the outer periphery of the distal end of a cylindrical bit body 4 a screwed to the distal end of the outer tube 11.
- the guide push 5 has a cylindrical main body in which a guide hole 6 that is inclined outward toward the center axial force of the outer tube 11 is formed.
- the second drilling tool 7 is configured such that a second drilling bit 8 is attached to and detached from the tip of an outer tube 1 of the first drilling tool 3 having a small diameter and a flexible hollow cylindrical inner tube 16. It is screwed freely.
- the inner tube 16 is linked to the rotary drive.
- the second drill bit 8 is provided with a segment gantry 8b in the circumferential direction at the outer periphery of the tip of a cylindrical bit body 8a screwed to the tip of the inner pipe 16.
- the guides 8c having the same height as the segment gantry 8b are mounted on the outer peripheral surface at predetermined intervals in the circumferential direction.
- the convex guide portion 8c prevents a problem that the second drill bit 8 cuts the guide hole 6 of the guide push 5 and the traveling direction of the second drill tool 7 cannot be accurately determined.
- the straightness of the second excavation bit 8 is improved by the guide portion 8c.
- the second excavating tool 7 has a projection 17 formed in the middle part of the inner pipe 16 so that a small-diameter concrete core excavated by the projection 17 can be cut.
- the second digging tool 7 uses a single-blade BTA (Boring
- a first excavation bit 4 is attached to the tip of the first excavation tool 3, and the first excavation tool 3 is rotated to drive the first excavation bit 4 on the construction surface 18 of the structure. Dig the first buried hole 2 Shave.
- the first drilling tool 3 is once taken out of the first burial hole 2, the tip force of the first drilling tool 3 is also removed from the first drilling bit 4, and then the first drilling tool 3 is removed.
- the second digging tool 7 is driven to rotate to dig the second burial hole 19 with the second digging bit 8.
- the second excavating tool 7 advances along the inclined guide hole 6 of the guide push 5
- the second embedded hole is inclined outwardly with respect to the first embedded hole 2. 19 is formed.
- the second drilling tool 7 is also pulled out of the second burial hole 19 to the position where the second drilling bit 8 is stored in the guide hole 6 of the guide push 5, and in this state, the first drilling Rotate tool 3 with second drilling tool 7 by 180 degrees.
- the second digging tool 7 is driven to rotate to dig the second burial hole 19 ′ with the second digging bit 8. Also at this time, the second excavation tool 7 advances outward along the inclined guide hole 6 of the guide push 5, so that the second excavation tool 7 is inclined obliquely outward with respect to the first embedding hole 2. A hole 19 'is formed.
- anchor bolts 20, 21, and 22 branched in a bifurcated manner at an intermediate part as shown in Fig. 4 are inserted into the first and second buried holes 2, 19.
- the anchor bolt 20 shown in FIG. 4 (a) is made of a shape memory alloy, and is branched into two solid cylindrical tip portions 24 and 25 in the middle of a solid cylindrical main body portion 23. At room temperature, the two tips 24, 25 are in close contact with each other, and when heated, the two tips 24, 25 are separated outward. Therefore, after the anchor bolt 20 is inserted to the tip of the first burial hole 2 at normal temperature, the second burial hole is heated by heating the anchor bolt 20. Two tips 24, 25 can be inserted into 19 respectively.
- the anchor bolt 20 has a tensile strength that is about three times the normal strength due to the shape memory alloy force, the strength as the anchor bolt 20 is normal even if the tip is branched into two. 5 times.
- the anchor bolt 21 shown in Fig. 4 (b) is a rigid body made of steel or the like, and is joined to two solid cylindrical end portions 27, 28 at the end of a solid cylindrical main body portion 26, by joints 29, 28. It is openable and closable via 30.
- the anchor bolt 22 shown in Fig. 4 (c) is made of a material having flexibility and strength, such as carbon fiber, and has two solid cylinders in the middle of the solid cylindrical body 31. It branches to the end parts 32 and 33 so that it can be opened and closed freely.
- the anchor bolts 20, 21, and 22 inserted into the first and second burying holes 2.19 are branched into a plurality of pieces at an intermediate part and are bent at the intermediate part. Later pull-out strength can be increased.
- the anchor bolts are not limited to the anchor bolts 20, 21, and 22 shown in Fig. 4, but may be the anchor bolts 46 and 47 shown in Fig. 5!
- the anchor bolt 46 shown in FIG. 5 (a) branches openably and closably into two solid semi-cylindrical tip portions 49, 50 at the tip of a solid cylindrical body portion 48.
- An anchor bolt 47 shown in FIG. 5 (b) is formed by bonding two solid columnar tips 52, 53 inside a hollow cylindrical main body 51 using an adhesive 54 or mechanically. Tied together.
- the distal end is branched in a forked shape with the same diameter, but is not limited thereto.
- the anchor bolt 36 may be a bifurcated bifurcated branch into the large-diameter and small-diameter distal ends 34 and 35.
- two types of guide pushes 5 are prepared, one having guide holes 5 formed with large and small guide holes 6 or one having large diameter guide holes 6 and one having small diameter guide holes 6.
- large and small second burial holes 19 are excavated with second excavating tools 7 having different diameters.
- a tip portion having a different diameter is provided inside a hollow cylindrical main body portion 55.
- An anchor bolt 60 in which 56, 57, 58 is bonded or mechanically bonded using an adhesive 59 may be used.
- an anchor bolt 38 having a tip portion 37 branched in an octopus shape into a plurality of intermediate forces may be used.
- the guide push 5 having a plurality of guide holes 6 formed therein or a plurality of types of guide pushes 5 is prepared, and a plurality of second drilling tools 7 are used for the plurality of second drilling tools 7. Drill burial hole 19.
- the second burial hole 19 that penetrates the reinforcing bar 39 is excavated, and the distal end of the anchor bolt 38 is inserted into the through hole 40 formed in the reinforcing bar 39. Pass through 37.
- the base end of the anchor bolt 44 is buried in the first burying hole 2, and the outer peripheral portion of the first burying hole 2 and the second burying hole 19 are provided.
- a material filled with the filler 45 may be used. Also in this case, when the reinforcing bar 39 is present in the middle, the second burial hole 19 penetrating the reinforcing bar 39 is excavated, and the filler 45 is inserted into the through hole 40 formed in the reinforcing bar 39. Filling
- a first cylindrical burial hole 64 is excavated on a construction surface 63 using a first excavation bit 62 attached to a tip of a first excavation tool 61. At this time, if the depth of the internal reinforcing bar 65 is already strong, the first burial hole 64 shallower than the depth of the reinforcing bar 65 is excavated.
- the first excavating tool 61 is pulled out, and the columnar rod 66 remaining at the center of the first burial hole 64 is inserted into the first burial hole 64. Cut off at the tip and remove. As a result, as shown in FIG. 13, a cylindrical first burying hole 64 is formed in the construction surface 63.
- a side wall recess 68 is formed by moving the drill bit 67 up, down, left, and right at the tip of the first burial hole 64.
- the tip of the first burial hole 64 has a smaller diameter than the first drill bit 62.
- the pilot hole 70 in which the tip force of the first buried hole 64 is also bent is excavated.
- a second digging IJ bit 71 having the same diameter as the first digging bit 62 is inserted into the first burial hole 64, and The jig 88 having the claw member 87 rotatably attached thereto is inserted into the first burial hole 64, and the second drill bit 71 is pushed sideways by the claw member 87 of the jig 88, thereby forming the Insert the guide projection 78 of the second drill bit 71 into the pilot hole 70.
- the use of the jig 88 allows the guide projection 78 of the second excavation bit 71 to be easily inserted into the pilot hole 70.
- the second buried hole 72 is excavated by moving the second excavation bit 71 having the same diameter as the first excavation bit 62 along the prepared hole 70.
- a second buried hole 72 having the same diameter is formed at the distal end of the first buried hole 64 in a state where the second buried hole 72 is bent at the distal end of the first buried hole 64.
- anchor bolts 73 bent at an intermediate portion are embedded in the first and second embedding holes 64 and 72.
- the second excavating bit 71 is attached to the distal end of a flexible tubular boring bar 74, and the outer peripheral portion of the distal end of the main body 75 on the cylinder.
- a guide 76 is formed on the outer periphery of the main body 75 to be inserted into the pilot hole 70, and a sharp guide projection 78 is formed at the center of the tip of the main body 75.
- a communication hole 79 leading to the boring bar 74 is formed at the end of the hole.
- the boring bar 74 forms a tubular bent portion 80 formed of a superelastic alloy in the middle part, and the boring bar 74 is bent at various angles at the bent portion 80 to leave permanent distortion. This allows the boring bar 74 to bend smoothly and as many times as possible.
- the boring bar 74 may be formed of a normal alloy.
- the anchor bolt 73 uses a force that uses a shape memory alloy for the intermediate bent portion 69, as shown in FIG. 21 (b).
- An anchor bolt 82 in which a plurality of small-diameter cylindrical rods 81 are bundled at both ends may be used, or an anchor bolt 84 in which a plurality of joints 83 are flexibly connected as shown in FIG. 21 (c)! / ,.
- the first excavation tool 61 uses the first excavation tool 61 until it reaches the internal reinforcement 65. Drilling the first tubular burial hole 64, Thereafter, the columnar rod 66 remaining in the center is cut off in the middle and removed, and as shown in FIG. 23, the periphery of the remaining rod 66 is filled with cement or reinforcing agent 85 and the first rod 66 is filled. A buried hole 64 is formed.
- anchor bolts having sufficient strength can be constructed without causing a decrease in strength.
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- Engineering & Computer Science (AREA)
- Mining & Mineral Resources (AREA)
- Geology (AREA)
- Life Sciences & Earth Sciences (AREA)
- General Life Sciences & Earth Sciences (AREA)
- Geochemistry & Mineralogy (AREA)
- Structural Engineering (AREA)
- Mechanical Engineering (AREA)
- Processing Of Stones Or Stones Resemblance Materials (AREA)
- Joining Of Building Structures In Genera (AREA)
- Earth Drilling (AREA)
- Piles And Underground Anchors (AREA)
- Drilling And Exploitation, And Mining Machines And Methods (AREA)
- Working Measures On Existing Buildindgs (AREA)
- Excavating Of Shafts Or Tunnels (AREA)
Abstract
Description
Claims
Priority Applications (4)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
US10/591,988 US20080253830A1 (en) | 2004-03-31 | 2005-03-30 | Method of Installing Anchor Bolt, Method of Drilling Anchor Bolt Hole, and Drilling Device |
EP05727362A EP1734206A4 (en) | 2004-03-31 | 2005-03-30 | METHOD FOR PRE-ATTACHING / FASTENING AN ANCHOR BOLT, AND METHOD AND DEVICE FOR DRILLING ANCHOR BOLT RECEPTION HOLE |
JP2006511768A JP4734235B2 (ja) | 2004-03-31 | 2005-03-30 | アンカーボルト施工方法、アンカーボルト埋設穴掘削方法、及び掘削装置 |
CA002563048A CA2563048A1 (en) | 2004-03-31 | 2005-03-30 | Method of installing anchor bolt, method of drilling anchor bolt hole, and drilling device |
Applications Claiming Priority (2)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP2004107733 | 2004-03-31 | ||
JP2004-107733 | 2004-03-31 |
Publications (1)
Publication Number | Publication Date |
---|---|
WO2005095733A1 true WO2005095733A1 (ja) | 2005-10-13 |
Family
ID=35063827
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
PCT/JP2005/006166 WO2005095733A1 (ja) | 2004-03-31 | 2005-03-30 | アンカーボルト施工方法、アンカーボルト埋設穴掘削方法、及び掘削装置 |
Country Status (8)
Country | Link |
---|---|
US (1) | US20080253830A1 (ja) |
EP (1) | EP1734206A4 (ja) |
JP (1) | JP4734235B2 (ja) |
CN (1) | CN100422488C (ja) |
CA (1) | CA2563048A1 (ja) |
RU (1) | RU2006134064A (ja) |
TW (1) | TW200600647A (ja) |
WO (1) | WO2005095733A1 (ja) |
Cited By (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JP2013129989A (ja) * | 2011-12-21 | 2013-07-04 | Tanaka Daiya Kogyo Co Ltd | 切削装置、及びアンカー定着工法 |
JP2015158109A (ja) * | 2014-02-25 | 2015-09-03 | 旭化成ホームズ株式会社 | アンカーボルトの施工方法 |
CN113123627A (zh) * | 2021-03-05 | 2021-07-16 | 张贤星 | 一种使用碳纤维布加固横梁的辅助施工装置 |
Families Citing this family (5)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN102791937B (zh) * | 2009-11-25 | 2015-12-02 | 卡斯内维里奇股份有限公司 | 用于提起混凝土构件的锚件 |
US9151038B2 (en) * | 2011-09-15 | 2015-10-06 | SR Systems, LLC | Anchor bolt devices and operating methods for residential and commercial structures |
DE102012113053A1 (de) * | 2012-12-21 | 2014-06-26 | Thyssenkrupp Steel Europe Ag | Verbindungsmittel mit Formgedächtnis |
CN110485920B (zh) * | 2018-05-15 | 2021-02-12 | 长江岩土工程总公司(武汉) | 倒垂孔开孔垂直度控制方法 |
CN111456464B (zh) * | 2020-04-30 | 2021-05-28 | 梁利生 | 一种建筑施工孔洞处理装置 |
Citations (10)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US2687282A (en) | 1952-01-21 | 1954-08-24 | Eastman Oil Well Survey Co | Reaming bit structure for earth bores |
US4396075A (en) | 1981-06-23 | 1983-08-02 | Wood Edward T | Multiple branch completion with common drilling and casing template |
JPS6411242U (ja) * | 1987-07-10 | 1989-01-20 | ||
US5584350A (en) | 1995-09-22 | 1996-12-17 | Weatherford U.S., Inc. | Wellbore sidetracking methods |
JPH11131999A (ja) | 1997-10-28 | 1999-05-18 | Tokyo Seiko Co Ltd | トンネル工事用ロックボルト |
JP2001303773A (ja) * | 2000-04-19 | 2001-10-31 | East Japan Railway Co | 鉄筋コンクリート柱の補強方法 |
GB2373520A (en) | 2000-02-18 | 2002-09-25 | Halliburton Energy Serv Inc | Downhole Apparatus And Method For Drilling Lateral Boreholes |
JP2003013614A (ja) * | 2001-04-26 | 2003-01-15 | Ohmoto Gumi Co Ltd | 既存建物の耐震補強方法及びそれに使用されるブレースの取付装置 |
WO2004007899A1 (en) | 2002-07-12 | 2004-01-22 | Cdx Gas, L.L.C. | Wellbore sealing system and method |
JP2005054532A (ja) * | 2003-08-07 | 2005-03-03 | Sumitomo Mitsui Construction Co Ltd | コンクリート構造物の補強構造、及びコンクリート構造物の補強方法 |
Family Cites Families (18)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US2500267A (en) * | 1945-03-26 | 1950-03-14 | John A Zublin | Apparatus for drilling deflecting well bores |
US2755932A (en) * | 1954-04-13 | 1956-07-24 | Milton M Cohn | Magnetic plug |
US4250681A (en) * | 1979-12-10 | 1981-02-17 | Helderman James F | Removable and reusable anchor and method |
US4586846A (en) * | 1984-09-27 | 1986-05-06 | Kellison Roger C | Method and apparatus for rebar avoidance |
DE3629365A1 (de) * | 1986-08-29 | 1988-03-03 | Hausherr & Soehne Rudolf | Flexibler gebirgsanker |
DE3901528A1 (de) * | 1989-01-20 | 1990-07-26 | Hilti Ag | Hohlbohrwerkzeug |
JPH0758012B2 (ja) * | 1991-02-26 | 1995-06-21 | 謙治 塚本 | 家屋等の基礎間結合用アンカ−ボルト及びその設置方法 |
US5120175A (en) * | 1991-07-15 | 1992-06-09 | Arbegast William J | Shape memory alloy fastener |
JPH085202Y2 (ja) * | 1992-04-22 | 1996-02-14 | アースニクス株式会社 | パネル材取付金具 |
FR2700311B3 (fr) * | 1993-01-13 | 1995-03-31 | Tocci Chrisitan | Dispositif écologique d'ancrage permanent ne dégradant pas la surface du sol ni la végétation. |
JP2568332Y2 (ja) * | 1993-03-19 | 1998-04-08 | 住友林業株式会社 | アンカー金具 |
US5796363A (en) * | 1996-03-01 | 1998-08-18 | The Regents Of The University Of California | Automatic position calculating imaging radar with low-cost synthetic aperture sensor for imaging layered media |
CN2308710Y (zh) * | 1997-08-21 | 1999-02-24 | 兖州矿业(集团)有限责任公司东滩煤矿 | 矿用深孔柔性超长锚固装置 |
JP3090642B2 (ja) * | 1998-04-16 | 2000-09-25 | 株式会社センチュリーホーム | 木造建築物における基礎および土台の構築工法、ならびに木造建築物における基礎および土台の構造 |
CN2414194Y (zh) * | 2000-03-03 | 2001-01-10 | 王永伯 | 巷道支护用柔性锚杆 |
US20020011356A1 (en) * | 2000-03-29 | 2002-01-31 | Hill John L. | Drilling equipment and method |
JP2002356859A (ja) * | 2001-05-30 | 2002-12-13 | Tateishi Kozo Sekkei:Kk | 木造建築物の基礎構造 |
DK200201191A (da) * | 2002-08-08 | 2004-02-10 | Danish Anchor System V Torben | Justerbart jordanker system |
-
2005
- 2005-03-30 EP EP05727362A patent/EP1734206A4/en not_active Withdrawn
- 2005-03-30 JP JP2006511768A patent/JP4734235B2/ja active Active
- 2005-03-30 CN CNB2005800099209A patent/CN100422488C/zh not_active Expired - Fee Related
- 2005-03-30 CA CA002563048A patent/CA2563048A1/en not_active Abandoned
- 2005-03-30 US US10/591,988 patent/US20080253830A1/en not_active Abandoned
- 2005-03-30 RU RU2006134064/11A patent/RU2006134064A/ru not_active Application Discontinuation
- 2005-03-30 WO PCT/JP2005/006166 patent/WO2005095733A1/ja active Application Filing
- 2005-03-31 TW TW094110335A patent/TW200600647A/zh not_active IP Right Cessation
Patent Citations (10)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US2687282A (en) | 1952-01-21 | 1954-08-24 | Eastman Oil Well Survey Co | Reaming bit structure for earth bores |
US4396075A (en) | 1981-06-23 | 1983-08-02 | Wood Edward T | Multiple branch completion with common drilling and casing template |
JPS6411242U (ja) * | 1987-07-10 | 1989-01-20 | ||
US5584350A (en) | 1995-09-22 | 1996-12-17 | Weatherford U.S., Inc. | Wellbore sidetracking methods |
JPH11131999A (ja) | 1997-10-28 | 1999-05-18 | Tokyo Seiko Co Ltd | トンネル工事用ロックボルト |
GB2373520A (en) | 2000-02-18 | 2002-09-25 | Halliburton Energy Serv Inc | Downhole Apparatus And Method For Drilling Lateral Boreholes |
JP2001303773A (ja) * | 2000-04-19 | 2001-10-31 | East Japan Railway Co | 鉄筋コンクリート柱の補強方法 |
JP2003013614A (ja) * | 2001-04-26 | 2003-01-15 | Ohmoto Gumi Co Ltd | 既存建物の耐震補強方法及びそれに使用されるブレースの取付装置 |
WO2004007899A1 (en) | 2002-07-12 | 2004-01-22 | Cdx Gas, L.L.C. | Wellbore sealing system and method |
JP2005054532A (ja) * | 2003-08-07 | 2005-03-03 | Sumitomo Mitsui Construction Co Ltd | コンクリート構造物の補強構造、及びコンクリート構造物の補強方法 |
Cited By (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JP2013129989A (ja) * | 2011-12-21 | 2013-07-04 | Tanaka Daiya Kogyo Co Ltd | 切削装置、及びアンカー定着工法 |
JP2015158109A (ja) * | 2014-02-25 | 2015-09-03 | 旭化成ホームズ株式会社 | アンカーボルトの施工方法 |
CN113123627A (zh) * | 2021-03-05 | 2021-07-16 | 张贤星 | 一种使用碳纤维布加固横梁的辅助施工装置 |
Also Published As
Publication number | Publication date |
---|---|
CN100422488C (zh) | 2008-10-01 |
JP4734235B2 (ja) | 2011-07-27 |
TW200600647A (en) | 2006-01-01 |
EP1734206A1 (en) | 2006-12-20 |
US20080253830A1 (en) | 2008-10-16 |
EP1734206A4 (en) | 2009-04-29 |
CN1938489A (zh) | 2007-03-28 |
RU2006134064A (ru) | 2008-05-10 |
JPWO2005095733A1 (ja) | 2008-02-21 |
TWI336744B (ja) | 2011-02-01 |
CA2563048A1 (en) | 2005-10-13 |
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