CN109056719A - It is a kind of to pierce formula steel tube for soil-nail with drill bit conversion attachment device - Google Patents

It is a kind of to pierce formula steel tube for soil-nail with drill bit conversion attachment device Download PDF

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Publication number
CN109056719A
CN109056719A CN201810902411.8A CN201810902411A CN109056719A CN 109056719 A CN109056719 A CN 109056719A CN 201810902411 A CN201810902411 A CN 201810902411A CN 109056719 A CN109056719 A CN 109056719A
Authority
CN
China
Prior art keywords
soil
main body
attachment device
soil nailing
steel tube
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Pending
Application number
CN201810902411.8A
Other languages
Chinese (zh)
Inventor
朱术文
谢长兵
宋凯
杨超
王金华
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
China MCC20 Group Corp Ltd
Shanghai Ershiye Construction Co Ltd
Original Assignee
China MCC20 Group Corp Ltd
Shanghai Ershiye Construction Co Ltd
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by China MCC20 Group Corp Ltd, Shanghai Ershiye Construction Co Ltd filed Critical China MCC20 Group Corp Ltd
Priority to CN201810902411.8A priority Critical patent/CN109056719A/en
Publication of CN109056719A publication Critical patent/CN109056719A/en
Pending legal-status Critical Current

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Classifications

    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02DFOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D5/00Bulkheads, piles, or other structural elements specially adapted to foundation engineering
    • E02D5/74Means for anchoring structural elements or bulkheads

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  • Engineering & Computer Science (AREA)
  • Structural Engineering (AREA)
  • Life Sciences & Earth Sciences (AREA)
  • General Life Sciences & Earth Sciences (AREA)
  • Mining & Mineral Resources (AREA)
  • Paleontology (AREA)
  • Civil Engineering (AREA)
  • General Engineering & Computer Science (AREA)
  • Earth Drilling (AREA)

Abstract

Formula steel tube for soil-nail is pierced with drill bit conversion attachment device the present invention relates to a kind of, including soil nailing main body, soil nailing main body one end is point, the other end is axially connected with conversion attachment device, screw wing is twist disposed on the lateral wall of soil nailing main body, soil nailing body interior is hollow and side wall on be uniformly provided with injected hole, convert the axially extending connecting column in one end of internal threaded nut column and internal threaded nut column that attachment device includes one end, the lateral wall two sides of connecting column are symmetrically arranged side by side with a pair of of shear key, slot is axially provided on one end two sides side wall of soil nailing main body, one end of the slot and on both sides of the middle symmetric transverse are provided with the lateral slot to match with shear key.The present invention solves backfill in work progress and soil compaction locally occurs, and steel tube for soil-nail squeezes into that soil body difficulty is big, common steel tube soil nailing is low with soil body anchoring strength, unbalance stress and lead to the problem of stability of soil nailed wall difference.

Description

It is a kind of to pierce formula steel tube for soil-nail with drill bit conversion attachment device
Technical field
The present invention relates to backfill foundation pit or slope reinforcement fields, convert attachment device with drill bit more particularly to one kind Pierce formula steel tube for soil-nail.
Background technique
Soil nail wall is a kind of soil body reinforcement technology in situ, and excavation slope is added reinforcing bar soil nailing made of reinforcing bar Gu.According to site requirements, us is needed to carry out a large amount of backfill processing to pre-existing topography, meanwhile, because of complicated composition of banketing, unevenness It is even, lead to the disadvantages of density is insufficient, intensity is low, soil nailing pore-forming is difficult, the stability and soil nailing of welding with filler wire soil-nail wall support are applied Work is always a great problem of geotechnical slope supporting, and currently used backfill side slope soil nailing is driven into soil using common steel tube soil nailing Body, then carry out injecting treatment.But it is often had the disadvantage in that in work progress
(1) in work progress, locally there is soil compaction in backfill, and it is big that steel tube for soil-nail squeezes into soil body difficulty;
(2) common steel tube soil nailing is low with soil body anchoring strength, unbalance stress, causes stability of soil nailed wall poor.
Summary of the invention
Formula steel pipe soil is pierced with drill bit conversion attachment device technical problem to be solved by the invention is to provide a kind of Nail solves backfill in work progress and soil compaction locally occurs, and it is big that steel tube for soil-nail squeezes into soil body difficulty, common steel tube soil nailing and the soil body Anchoring strength is low, unbalance stress and lead to the problem of stability of soil nailed wall difference, to increase backfill side slope steel tube for soil-nail supporting Structural stability shortens the construction period, save the cost.
The technical solution adopted by the present invention to solve the technical problems is: providing a kind of with drill bit conversion attachment device Formula steel tube for soil-nail, including soil nailing main body are pierced, described soil nailing main body one end is point, and the other end is axially connected with conversion and connects Connection device, is twist disposed with screw wing on the lateral wall of the soil nailing main body, the soil nailing body interior it is hollow and Injected hole is uniformly provided on side wall, the conversion attachment device includes the internal threaded nut column and internal threaded nut column of one end The axially extending connecting column in one end, the lateral wall two sides of the connecting column are symmetrically arranged side by side with a pair of of shear key, described It is axially provided with slot on one end two sides side wall of soil nailing main body, one end of the slot and on both sides of the middle symmetric transverse is provided with and shearing resistance The lateral slot that key matches.
As a supplement to the technical solution of the present invention, on the lateral wall of the soil nailing main body with injected hole Corresponding position is equipped with hangnail angle steel.
The utility model has the advantages that piercing formula steel tube for soil-nail with drill bit conversion attachment device the present invention relates to a kind of, structure is simple, New-type steel tube for soil-nail increases screw wing, effectively reduces soil body resistance in boring procedure, is conducive to steel tube for soil-nail and pierces the soil body, spiral The wing, which increases, follows closely anchor force with slip casting soil body contact surface, increase steel pipe soil and the soil body;Steel tube for soil-nail is pierced the soil body and is converted using drill bit Attachment device can guarantee steel tube for soil-nail angle of penetration precision by adjusting drilling machine, improve steel tube for soil-nail construction quality;Every steel pipe Nail Construction is completed, and drill bit conversion attachment device is removed, and recycling saves cost.
Detailed description of the invention
Fig. 1 is main structure figure of the invention;
Fig. 2 is side block diagram of the invention;
Fig. 3 is the half-sectional structure chart of conversion attachment device of the invention;
Fig. 4 is steel tube for soil-nail injected hole protection structural schematic diagram of the present invention.
Diagram: 1, soil nailing main body;2, injected hole;3, screw wing;4, point;5, slot;6, internal threaded nut column;7, even Connect column;8, shear key;9, hangnail angle steel;A: conversion attachment device;B: lateral slot.
Specific embodiment
Present invention will be further explained below with reference to specific examples.It should be understood that these embodiments are merely to illustrate the present invention Rather than it limits the scope of the invention.In addition, it should also be understood that, after reading the content taught by the present invention, those skilled in the art Member can make various changes or modifications the present invention, and such equivalent forms equally fall within the application the appended claims and limited Range.
As shown in Figs 1-4, embodiments of the present invention are related to a kind of piercing formula steel pipe with drill bit conversion attachment device Soil nailing, including soil nailing main body 1, described 1 one end of soil nailing main body are point 4, and the other end is axially connected with conversion attachment device A is twist disposed with screw wing 3,1 inner hollow of soil nailing main body and side on the lateral wall of the soil nailing main body 1 Injected hole 2 is uniformly provided on wall, the conversion attachment device A includes the internal threaded nut column 6 and internal threaded nut column 6 of one end The axially extending connecting column 7 in one end, the lateral wall two sides of the connecting column 7 are symmetrically arranged side by side with a pair of of shear key 8, institute It is axially provided with slot 5 on one end two sides side wall for the soil nailing main body 1 stated, one end of the slot 5 and on both sides of the middle symmetric transverse are opened There is the lateral slot B to match with shear key 8.
Position corresponding with injected hole 2 is equipped with hangnail angle steel 9 on the lateral wall of the soil nailing main body 1.
As a kind of embodiment of the invention, when in use, the outside of soil nailing main body 1 is welded with screw wing 3, spiral Soil body resistance is effectively reduced in 3 boring procedure of the wing, is conducive to steel tube for soil-nail and pierces the soil body, the increase of screw wing 3 connects with the slip casting soil body Contacting surface, increases steel pipe soil and the soil body follows closely anchor force.
The internal threaded nut column 6 of conversion attachment device A is connected with drilling machine, and connecting column 7 is inserted into one end of soil nailing main body 1, Shear key 8 is inserted into slot 5, is inserted into bottom, is then rotatablely connected column 7, is slid into shear key 8 in corresponding lateral slot B Realize that the connection of conversion attachment device A and soil nailing main body 1 is locked.
Hangnail angle steel 9 is welded in soil nailing main body 1, be can protect injected hole 2 and is not blocked.

Claims (2)

1. a kind of pierce formula steel tube for soil-nail, including soil nailing main body (1) with drill bit conversion attachment device, which is characterized in that institute Soil nailing main body (1) one end stated is point (4), and the other end is axially connected with conversion attachment device (A), the soil nailing main body (1) it is twist disposed on lateral wall screw wing (3), is uniformly opened on soil nailing main body (1) inner hollow and side wall Have injected hole (2), the conversion attachment device (A) includes the internal threaded nut column (6) and internal threaded nut column (6) of one end The lateral wall two sides of the axially extending connecting column in one end (7), the connecting column (7) are symmetrically arranged side by side with a pair of of shear key (8), slot (5) are axially provided on one end two sides side wall of the soil nailing main body (1), one end and middle part two of the slot (5) Side symmetric transverse is provided with the lateral slot (B) to match with shear key (8).
2. according to claim 1 pierce formula steel tube for soil-nail with drill bit conversion attachment device, it is characterised in that: described Soil nailing main body (1) lateral wall on position corresponding with injected hole (2) hangnail angle steel (9) are installed.
CN201810902411.8A 2018-08-09 2018-08-09 It is a kind of to pierce formula steel tube for soil-nail with drill bit conversion attachment device Pending CN109056719A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201810902411.8A CN109056719A (en) 2018-08-09 2018-08-09 It is a kind of to pierce formula steel tube for soil-nail with drill bit conversion attachment device

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201810902411.8A CN109056719A (en) 2018-08-09 2018-08-09 It is a kind of to pierce formula steel tube for soil-nail with drill bit conversion attachment device

Publications (1)

Publication Number Publication Date
CN109056719A true CN109056719A (en) 2018-12-21

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Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN111424658A (en) * 2020-04-01 2020-07-17 程志求 Anchor rod construction device for constructional engineering

Citations (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN101922150A (en) * 2009-06-11 2010-12-22 王毅 Method for manufacturing structure of riveting panel (wall) and device thereof
CN203145004U (en) * 2013-03-27 2013-08-21 孔超 Whole pile long steel tube dado synchronous tube sinking and rotary excavating earth borrowing grouting pile
CN203569124U (en) * 2013-11-27 2014-04-30 四川省川威集团有限公司 Bit shank sleeve of drill stem
CN104141305A (en) * 2014-07-30 2014-11-12 武汉武大巨成结构股份有限公司 Multi-layer spiral blade self-drilling-type soil anchor rod and constructing method thereof
CN206408614U (en) * 2017-01-10 2017-08-15 天津市森源建筑有限公司 A kind of floral tube soil nailing
CN207295732U (en) * 2017-10-18 2018-05-01 中冶集团武汉勘察研究院有限公司 It is a kind of can reaming novel slurry filling floral tube
CN108316297A (en) * 2018-03-02 2018-07-24 大连理工大学 A kind of tubular type soil nailing and its construction method

Patent Citations (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN101922150A (en) * 2009-06-11 2010-12-22 王毅 Method for manufacturing structure of riveting panel (wall) and device thereof
CN203145004U (en) * 2013-03-27 2013-08-21 孔超 Whole pile long steel tube dado synchronous tube sinking and rotary excavating earth borrowing grouting pile
CN203569124U (en) * 2013-11-27 2014-04-30 四川省川威集团有限公司 Bit shank sleeve of drill stem
CN104141305A (en) * 2014-07-30 2014-11-12 武汉武大巨成结构股份有限公司 Multi-layer spiral blade self-drilling-type soil anchor rod and constructing method thereof
CN206408614U (en) * 2017-01-10 2017-08-15 天津市森源建筑有限公司 A kind of floral tube soil nailing
CN207295732U (en) * 2017-10-18 2018-05-01 中冶集团武汉勘察研究院有限公司 It is a kind of can reaming novel slurry filling floral tube
CN108316297A (en) * 2018-03-02 2018-07-24 大连理工大学 A kind of tubular type soil nailing and its construction method

Non-Patent Citations (1)

* Cited by examiner, † Cited by third party
Title
徐天平: "《地基与基础工程施工质量问答》", 30 April 2004, 中国建筑工业出版社 *

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN111424658A (en) * 2020-04-01 2020-07-17 程志求 Anchor rod construction device for constructional engineering
CN111424658B (en) * 2020-04-01 2021-09-10 王炳炜 Anchor rod construction device for constructional engineering

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Application publication date: 20181221

RJ01 Rejection of invention patent application after publication