CN2652998Y - Bundled steel twisted wire anchor with rotary spray drill bit - Google Patents
Bundled steel twisted wire anchor with rotary spray drill bit Download PDFInfo
- Publication number
- CN2652998Y CN2652998Y CN 200320100593 CN200320100593U CN2652998Y CN 2652998 Y CN2652998 Y CN 2652998Y CN 200320100593 CN200320100593 CN 200320100593 CN 200320100593 U CN200320100593 U CN 200320100593U CN 2652998 Y CN2652998 Y CN 2652998Y
- Authority
- CN
- China
- Prior art keywords
- anchor
- soil
- steel strand
- pressure
- drill
- Prior art date
Links
- 229910000831 Steel Inorganic materials 0.000 title claims abstract description 32
- 239000010959 steel Substances 0.000 title claims abstract description 32
- 239000007921 sprays Substances 0.000 title description 8
- 239000002002 slurries Substances 0.000 claims abstract description 6
- 238000005553 drilling Methods 0.000 claims description 13
- 239000002689 soil Substances 0.000 abstract description 38
- 239000010410 layers Substances 0.000 abstract description 8
- 239000004568 cements Substances 0.000 abstract description 6
- 239000004927 clay Substances 0.000 abstract description 6
- 229910052570 clay Inorganic materials 0.000 abstract description 6
- 239000004576 sand Substances 0.000 abstract description 3
- 238000000034 methods Methods 0.000 abstract description 2
- 239000003673 groundwater Substances 0.000 abstract 1
- 239000011440 grout Substances 0.000 abstract 1
- 239000010802 sludge Substances 0.000 abstract 1
- 239000006072 pastes Substances 0.000 description 4
- 238000005516 engineering processes Methods 0.000 description 3
- 239000011499 joint compounds Substances 0.000 description 3
- 238000010276 construction Methods 0.000 description 2
- 239000011901 water Substances 0.000 description 2
- 235000010469 Glycine max Nutrition 0.000 description 1
- 240000007842 Glycine max Species 0.000 description 1
- 230000015572 biosynthetic process Effects 0.000 description 1
- 230000000875 corresponding Effects 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 238000005755 formation reactions Methods 0.000 description 1
- 238000000465 moulding Methods 0.000 description 1
- 230000003014 reinforcing Effects 0.000 description 1
Abstract
Description
Technical field
The utility model belongs to basic engineering construction equipment, the anchor bolt construction equipment that particularly a kind of foundation pit stope support and reinforced soft soil ground are used.
Background technology
At present, known anchor pole and soil nailing use comparatively extensive on engineering, but the diameter of anchor pole and soil nailing is generally less, limited with the contact area of the soil body, side friction is restricted, especially mould clay and the soil layer that enriches underground water source is arranged in mud, weak soil, loose sand, saturated flow, be difficult to pore-forming, become anchor.As insert reinforcing bar in soybean residue, uplift resistance is difficult to guarantee after the anchor pole moulding.The home and abroad regulation and stipulation does not generally advise using anchor pole and soil nailing in the weak soil layer.
In recent years, some anchor pole new technologies have also been developed, as once becoming anchor mud jacking technology, enlarged footing anchor pole and detachable anchor pole, but the low contradiction fine solution useless always of uplift resistance according to different soil.Main cause is that bolt diameter is less, and anchor pole surrounding soil character does not improve, and the side friction of the anchor pole and the soil body is less.When bolt diameter was increased to 200mm-800mm, its drilling machine was difficult to solve.
Summary of the invention
The purpose of this utility model is, designs and produces a kind of bunchy steel strand anchor pole that carries the churning drill bit, increases bolt diameter, to improve anti-pulling of anchor bar, overcome weak soil and saturated flow mould in the clay can not pile a difficult problem.
The technical scheme that its technical problem that solves the utility model adopts is: a kind of bunchy steel strand anchor pole that carries the churning drill bit, form by bunchy steel strand, anchor slab, anchor head, the anchor slab periphery is with the fixing bunchy steel strand of anchor head, anchor slab has center hole, be installed with churning drill bit and drilling rod in the circular hole, drilling-rod external wall is fixed with annular stop steel plate and slip ring, is provided with slurry pipe and nozzle in the churning drill bit.
The beneficial effects of the utility model are: high-pressure rotary-spray technology and geological drilling rig are organically combined, utilize the powerful pressure of high-pressure rotary-spray that the soil body and cement paste are mixed on the spot, form cement-soil, cement-soil forms the size of diameter and determines that by pressure and soil nature that high-pressure pump provides controllability is better.Because bolt diameter is to realize that by the size that high-pressure pump is adjusted pressure so can adjust the bolt diameter that the pressure size reaches pre-design at any time according to the engineering soil implementations, generally diameter can reach 300mm-800mm.Because steel strand are anchored in the end by steel plate, uplift resistance is to rely on steel strand and steel plate jointly the cement-soil cylinder to be held, and destruction reach capacity, cement-soil cylinder integral body is extracted from the soil body, and bolt diameter is big, and the anchor pole side surface area is big, and corresponding anti-pulling of anchor bar is very big.The utility model is applicable to all kinds of soil layers, is particularly useful for deep mud, weak soil, clay, sand, saturated flow and moulds clay layer and the anchor pole of constructing in the soil layer that enriches underground water source is arranged.
Description of drawings
Below in conjunction with drawings and Examples, the utility model will be further described:
Fig. 1 is the organigram that carries the bunchy steel strand anchor pole of churning drill bit of the present utility model
Among the figure, 1, anchor slab, 2, anchor head, 3, steel strand, 4, the churning drill bit, 5, drilling rod, 6, the annular stop steel plate, 7, slip ring, 8, slurry pipe, 9, nozzle.
The specific embodiment
As seen from Figure 1, the bunchy steel strand anchor pole that carries the churning drill bit of the present utility model, form by bunchy steel strand, anchor slab, anchor head, anchor slab (1) periphery fixedly bunchy steel strand (3) of anchor head (2), anchor slab has center hole, be installed with churning drill bit (4) and drilling rod (5) in the circular hole, drilling-rod external wall is fixed with annular stop steel plate (6) and slip ring (7), is provided with slurry pipe (8) and nozzle (9) in the churning drill bit.
Course of action of the present utility model is, drives drilling rod and the churning drill bit rotates at a high speed by rig, in rotation at a high speed, drilling rod and churning drill bit pushed in the soil body; In progradation, form powerful pressure by high-pressure pump, cement paste is sent into slurry pipe in the drilling rod, spray in the soil body by high pressure nozzle again, cement paste by nozzle forms very high high-pressure spray cutting surrounding soil, forces cement paste is mixed the formation cement-soil with the soil body, according to the replacement ratio of the size adjustment soil body of high pressure, replacement ratio can reach 50-95%, and the aperture that high-pressure spray cutting surrounding soil forms can be greater than the anchor slab external diameter; Advance the drilling rod process at high-pressure rotary-spray, spacing steel plate of the stationary annular on the drilling-rod external wall and slip ring drive the anchor slab that has center hole and advance to the precalculated position, and anchor slab enters design attitude together with the bunchy steel strand; After drilling rod got into design attitude, anchor slab separated with drilling rod at design attitude together with the bunchy steel strand, stayed the bottom, drilling rod then limit churning limit withdraws from, treat the cement-soil initial set after, can carry out prestressed stretch-draw to the bunchy steel strand, to the steel strand end anchorage, form bunchy steel strand anchor pole.Drill pipe diameter 42-50mm, anchor slab external diameter 200-300mm, the aperture that high-pressure spray cutting surrounding soil forms can reach 300-800mm.
Claims (1)
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 200320100593 CN2652998Y (en) | 2003-10-16 | 2003-10-16 | Bundled steel twisted wire anchor with rotary spray drill bit |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 200320100593 CN2652998Y (en) | 2003-10-16 | 2003-10-16 | Bundled steel twisted wire anchor with rotary spray drill bit |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN2652998Y true CN2652998Y (en) | 2004-11-03 |
Family
ID=34339330
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN 200320100593 CN2652998Y (en) | 2003-10-16 | 2003-10-16 | Bundled steel twisted wire anchor with rotary spray drill bit |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN2652998Y (en) |
Cited By (11)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN101761348B (en) * | 2008-10-10 | 2011-12-07 | 上海强劲地基工程股份有限公司 | Multi-directional anchor pile one-step formed drilling tool |
| CN102409669A (en) * | 2011-08-16 | 2012-04-11 | 王忠友 | Construction equipment for jet grouting stiffening pile and rapid construction method based on equipment |
| CN102535458A (en) * | 2010-12-31 | 2012-07-04 | 中航勘察设计研究院有限公司 | Reinforced cement-soil anchor bolt and construction method thereof |
| CN102660944A (en) * | 2012-05-08 | 2012-09-12 | 王忠友 | Equipment and method for constructing high-pressure rotary jet stiffening pile by using ribbed drilling method |
| CN103031842A (en) * | 2011-10-08 | 2013-04-10 | 长江大学 | Soil-squeezing type soil anchor |
| CN103388309A (en) * | 2013-08-06 | 2013-11-13 | 天津鑫坤泰预应力专业技术有限公司 | Propelling device for finished steel strand bundle, and method for integrally propelling and passing |
| CN103397633A (en) * | 2013-07-26 | 2013-11-20 | 张继红 | Self-drilling RCA (recycling composite anchor) rod and construction method thereof |
| CN103924928A (en) * | 2014-03-27 | 2014-07-16 | 苏州市能工基础工程有限责任公司 | Rotary jet grouting integrated drill bit and anchor cable matching structure and construction method thereof |
| CN104895072A (en) * | 2015-04-08 | 2015-09-09 | 中国建筑第八工程局有限公司 | A pre-stressed anchor cable and a pre-stressed anchor cable one-time forming construction method |
| CN110042836A (en) * | 2019-04-26 | 2019-07-23 | 湖南教建集团有限公司 | Anchor cable one-pass molding construction method |
| CN110258579A (en) * | 2019-06-06 | 2019-09-20 | 深圳市工勘岩土集团有限公司 | Synchronous mode construction prestressed cable method |
-
2003
- 2003-10-16 CN CN 200320100593 patent/CN2652998Y/en not_active IP Right Cessation
Cited By (15)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN101761348B (en) * | 2008-10-10 | 2011-12-07 | 上海强劲地基工程股份有限公司 | Multi-directional anchor pile one-step formed drilling tool |
| CN102535458A (en) * | 2010-12-31 | 2012-07-04 | 中航勘察设计研究院有限公司 | Reinforced cement-soil anchor bolt and construction method thereof |
| CN102409669A (en) * | 2011-08-16 | 2012-04-11 | 王忠友 | Construction equipment for jet grouting stiffening pile and rapid construction method based on equipment |
| CN102409669B (en) * | 2011-08-16 | 2015-01-21 | 王忠友 | Construction equipment for jet grouting stiffening pile and rapid construction method based on equipment |
| CN103031842A (en) * | 2011-10-08 | 2013-04-10 | 长江大学 | Soil-squeezing type soil anchor |
| CN102660944A (en) * | 2012-05-08 | 2012-09-12 | 王忠友 | Equipment and method for constructing high-pressure rotary jet stiffening pile by using ribbed drilling method |
| CN102660944B (en) * | 2012-05-08 | 2015-06-24 | 王忠友 | Equipment and method for constructing high-pressure rotary jet stiffening pile by using ribbed drilling method |
| CN103397633A (en) * | 2013-07-26 | 2013-11-20 | 张继红 | Self-drilling RCA (recycling composite anchor) rod and construction method thereof |
| CN103388309A (en) * | 2013-08-06 | 2013-11-13 | 天津鑫坤泰预应力专业技术有限公司 | Propelling device for finished steel strand bundle, and method for integrally propelling and passing |
| CN103388309B (en) * | 2013-08-06 | 2015-07-22 | 天津鑫坤泰预应力专业技术有限公司 | Propelling device for finished steel strand bundle, and method for integrally propelling and passing |
| CN103924928A (en) * | 2014-03-27 | 2014-07-16 | 苏州市能工基础工程有限责任公司 | Rotary jet grouting integrated drill bit and anchor cable matching structure and construction method thereof |
| CN103924928B (en) * | 2014-03-27 | 2016-02-03 | 苏州市能工基础工程有限责任公司 | The fit structure of the bit Integrated and anchor cable of rotary jet grouting and construction method thereof |
| CN104895072A (en) * | 2015-04-08 | 2015-09-09 | 中国建筑第八工程局有限公司 | A pre-stressed anchor cable and a pre-stressed anchor cable one-time forming construction method |
| CN110042836A (en) * | 2019-04-26 | 2019-07-23 | 湖南教建集团有限公司 | Anchor cable one-pass molding construction method |
| CN110258579A (en) * | 2019-06-06 | 2019-09-20 | 深圳市工勘岩土集团有限公司 | Synchronous mode construction prestressed cable method |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| ASS | Succession or assignment of patent right |
Owner name: BEIJING ZHONGHE TONGCHUANG FOUNDATION ENGINEERING Free format text: FORMER OWNER: CUI JIANGYU Effective date: 20101028 |
|
| C41 | Transfer of patent application or patent right or utility model | ||
| COR | Change of bibliographic data |
Free format text: CORRECT: ADDRESS; FROM: 100044 TUNNEL AND ROCK ENGINEERING RESEARCH CENTER, SCHOOL OF CIVIL ENGINEERING, BEIJING JIAOTONG UNIVERSITY, XIZHIMEN OUTSIDE, BEIJING TO: 100086 ROOM 276, DONGJU XINGYE BUILDING, 300 METERS WEST OF SHANGDI ROUNDABOUT, HAIDIAN DISTRICT, BEIJING |
|
| TR01 | Transfer of patent right |
Effective date of registration: 20101028 Address after: 100086 Beijing city Haidian District on the West 300 island in Midong industrial office room 276 Patentee after: Beijing Zhonghe Tongchuang Foundation Engineering Co.,Ltd. Address before: 100044 Beijing Xizhimen Beijing Jiaotong University School of civil engineering of tunnel rock Patentee before: Cui Jiangyu |
|
| C17 | Cessation of patent right | ||
| CX01 | Expiry of patent term |
Expiration termination date: 20131016 Granted publication date: 20041103 |