CN105822333B - Mechanical linkage Pulling-Resistant Anchor Rod - Google Patents
Mechanical linkage Pulling-Resistant Anchor Rod Download PDFInfo
- Publication number
- CN105822333B CN105822333B CN201610303361.2A CN201610303361A CN105822333B CN 105822333 B CN105822333 B CN 105822333B CN 201610303361 A CN201610303361 A CN 201610303361A CN 105822333 B CN105822333 B CN 105822333B
- Authority
- CN
- China
- Prior art keywords
- pore channel
- stress main
- connected pore
- anchoring section
- round tray
- 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.)
- Active
Links
- 230000002787 reinforcement Effects 0.000 claims abstract description 34
- 238000004873 anchoring Methods 0.000 claims abstract description 28
- 238000005452 bending Methods 0.000 claims abstract description 25
- 239000011148 porous material Substances 0.000 claims abstract description 24
- 230000003014 reinforcing effect Effects 0.000 claims abstract description 17
- 239000002689 soil Substances 0.000 claims abstract description 14
- 229910000831 Steel Inorganic materials 0.000 claims description 14
- 239000010959 steel Substances 0.000 claims description 14
- 210000003205 muscle Anatomy 0.000 claims 1
- 239000011435 rock Substances 0.000 abstract description 10
- 238000010276 construction Methods 0.000 description 6
- 230000000694 effects Effects 0.000 description 4
- 238000005516 engineering process Methods 0.000 description 3
- 238000005728 strengthening Methods 0.000 description 2
- 239000000853 adhesive Substances 0.000 description 1
- 230000001070 adhesive effect Effects 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 230000005540 biological transmission Effects 0.000 description 1
- 238000007596 consolidation process Methods 0.000 description 1
- 238000005553 drilling Methods 0.000 description 1
- 238000007667 floating Methods 0.000 description 1
- 238000000034 method Methods 0.000 description 1
- 238000010008 shearing Methods 0.000 description 1
- 230000006641 stabilisation Effects 0.000 description 1
- 238000011105 stabilization Methods 0.000 description 1
Classifications
-
- 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
-
- 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
- E02D5/74—Means for anchoring structural elements or bulkheads
Landscapes
- Engineering & Computer Science (AREA)
- Structural Engineering (AREA)
- Mining & Mineral Resources (AREA)
- Life Sciences & Earth Sciences (AREA)
- General Life Sciences & Earth Sciences (AREA)
- Geochemistry & Mineralogy (AREA)
- Geology (AREA)
- Paleontology (AREA)
- Civil Engineering (AREA)
- General Engineering & Computer Science (AREA)
- Piles And Underground Anchors (AREA)
- Pit Excavations, Shoring, Fill Or Stabilisation Of Slopes (AREA)
Abstract
The invention discloses a kind of mechanical linkage Pulling-Resistant Anchor Rods, including the anchoring section in the embedded soil body and the free segment for anchoring anchoring section, anchoring section has a round tray, the connected pore channel of perforation overall length there are three being opened up on round tray, rotation roller bearing is installed in the connected pore channel of both sides, and it is provided with stress main reinforcement in the connected pore channel of both sides, is connected by the lock silk below round tray between two stress main reinforcements；One end of stress main reinforcement passes through connected pore channel and end to have bending head, and stress main reinforcement can Plane Rotation 180 degree under the action of rotating roller bearing；Reinforcing bar is provided in intermediate connected pore channel, one end of reinforcing bar passes through intermediate connected pore channel and end to be connected with the blade for cutting off lock silk；After locking silk disconnection, the bending head of two stress main reinforcements rotates outward and stretches out round tray, and the bending head forms enlarged footing in the end of anchoring section.The enlarged footing of the present invention increases the contact area between anchor pole and Rock And Soil.
Description
Technical field
The present invention relates to a kind of mechanical linkage Pulling-Resistant Anchor Rods, belong to civil engineering side slope and dam strengthening technical field,
It can be used for the engineering constructions such as tunnel, side slope, mine, tunnel, dam body, foundation pit, foundation stabilization.
Background technology
It in the engineerings such as foundation pit enclosure, slope reinforcement, is slid inside Rock And Soil in order to prevent, generates failure by shear,
It before carrying out later stage process, needs to carry out consolidation process to Rock And Soil, to enhance the stability of Rock-soil Mass Structure, often at present
The anchor pole used is mechanical rock bolt, pipe-seam type anchor rod and adhesive type anchor pole.
The Chinese patent of Publication No. CN104929670A discloses a kind of wing formula machinery anchor pole.The anchor pole is by anchoring spiral shell
Cap, washer plate, anchor rod body, retaining pin, push wing steel pipe, positioning bar, wing, the wing of opening, reinforcing bar annulus, wing bending ring,
Supporting station column forms, and there are one cylindrical anchor rod body, being equipped in the lower part of anchor rod body can extend the wing formula anchor pole
Wing, reinforcing bar annulus and the wing bending ring of plate shape are equipped with supporting station column, supporting station column between wing bending ring and anchor rod body
Weld together with anchor rod body, wing bending ring one end is welded on wing root, and spiral-lock is between two supporting station columns
In the hole of reinforcing bar annulus, push wing steel pipe is housed in the top sliding sleeve of reinforcing bar annulus, it is equal in 120 degree on the surface of push wing steel pipe
Even distribution is welded with reinforcing bar positioning bar；
The Chinese patent of Publication No. CN201031391Y discloses a kind of umbrella Pulling-Resistant Anchor Rod.The anchor pole is by power transmission strand cable
And lower sleeve portion, low bottom-disc, balancing pole, are formed from spreader bar top bottom-disc, and under a stretching force, the umbrella wing, that is, balancing pole and from spreader bar
It opens, forms the very thick earth pillar of floor space, base is provided with the native shearing strength of itself using the weight and soil of the soil body itself
Withdrawal resistance needed for plinth.
The Chinese patent of Publication No. CN202559350U discloses a kind of Pulling-Resistant Anchor Rod, which is vertically provided with
At least one locator.The locator includes three positioning convex rings that ring bolt body excircle is uniformly arranged.The positioning
Bulge loop forms isosceles trapezoidal structure by bottom edge of bolt body, and at least one locator is vertically provided in bolt body, thus
Improve pulling test strength.
What above patent used is all mechanical rock bolt, and feature is that good mechanical property, anchoring effect are good, in side slope plus
Gu and being used widely in foundation pit enclosure construction.However, in Practical Project, anchor pole duct inner wall is by disturbance, rock
Soil disturbance is more violent, and anchoring effect limits to very much, be easy to cause and is disengaged with Rock And Soil, and anchor pole is directly pulled out from duct.This
Outside, the anchoring face of general mechanical rock bolt is smaller, and the contact surface between Rock And Soil is less, cannot meet the work under big stress
Range request.
In conclusion a kind of more effective anchor pole of exploitation, is used for slope reinforcement and foundation resistance to plucking, anti-floating right and wrong
Often it is necessary to.
Invention content
In order to overcome drawbacks described above existing for existing anchor pole, a kind of simple structure of present invention offer, reasonable stress, construction fast
Mechanical linkage Pulling-Resistant Anchor Rod prompt, anchoring effect is splendid.
The technical solution adopted by the present invention is：
Mechanical linkage Pulling-Resistant Anchor Rod, including bolt body, the bolt body include anchoring section in the embedded soil body and
Free segment for anchoring anchoring section, it is characterised in that：The anchoring section has a round tray, on the round tray
It opens up there are three the connected pore channel of perforation overall length, rotation roller bearing, and the company of both sides is installed in the connected pore channel of both sides
It is provided with stress main reinforcement in through-hole road, is connected by the lock silk below round tray between two stress main reinforcements；Described
One end of stress main reinforcement passes through connected pore channel and end to have bending head, and the stress main reinforcement is under the action of rotating roller bearing
It can Plane Rotation 180 degree；
Reinforcing bar is provided in intermediate connected pore channel, one end of the reinforcing bar passes through intermediate connected pore channel and end
Portion is connected with the blade for cutting off lock silk；When initial position, the bending direction of the bending head of two stress main reinforcements is towards circle
The center position of shape pallet；After locking silk disconnection, the bending head of two stress main reinforcements rotates outward and stretches out round tray, bending side
To being oppositely arranged, the bending head forms enlarged footing in the end of anchoring section.
Further include steel plate washer, the position that stress main reinforcement and reinforcing bar are corresponded on the steel plate washer opens up that there are three through-holes, and
And the main reinforcement is fixed on by steel plate washer on Tu Bi.
Beneficial effects of the present invention are embodied in：Using Pulling-Resistant Anchor Rod made of mechanical linkage, intensity height, good toughness,
Anchoring effect is good, can be used for the engineering construction fields such as dam strengthening, tunnel reinforcement；With quick construction, efficiently, durability it is good etc.
Advantage.
Description of the drawings
Fig. 1 is the front view of the present invention.
Fig. 2 is the vertical view of the present invention.
Fig. 3 is pallet linkage part front view.
Specific implementation mode
Referring to figs. 1 to Fig. 3, mechanical linkage Pulling-Resistant Anchor Rod, including bolt body, the bolt body include the embedded soil body
In anchoring section and free segment for anchoring anchoring section, the anchoring section there is a round tray 1, the round tray
It is opened up on 1 there are three the connected pore channel of perforation overall length, rotation roller bearing 3, and both sides is installed in the connected pore channel of both sides
Connected pore channel in be provided with stress main reinforcement 2, pass through the lock silk 5 below round tray between two stress main reinforcements 2 and connect；
One end of the stress main reinforcement 2 passes through connected pore channel and there is bending head 21, the stress main reinforcement 2 to be rolled in rotation for end
It can Plane Rotation 180 degree under the action of axis 3；
Be provided with reinforcing bar 4 in intermediate connected pore channel, one end of the reinforcing bar 4 pass through intermediate connected pore channel and
End is connected with the blade 6 for cutting off lock silk；When initial position, the bending direction of the bending head 21 of two stress main reinforcements 2 is equal
Towards the center position of round tray；After locking the disconnection of silk 5, the bending head of two stress main reinforcements 2 rotates outward and stretches out round support
Disk 1, bending direction is oppositely arranged, and the bending head 21 forms enlarged footing in the end of anchoring section.
Further include steel plate washer 7, the position that stress main reinforcement 2 and reinforcing bar 4 are corresponded on the steel plate washer 7 opens up that there are three logical
Hole, and the main reinforcement is fixed on by steel plate washer 7 on Tu Bi.
After the connected pore channel drilling of the present embodiment, anchor pole is sling, anchorage head is directed at opening of the channel, is opened from anchoring end
Push begin into connected pore channel, until reaching bottom hole, is then played a role by mechanical linkage, one is formed in anchored end
Enlarged footing makes anchor pole and Rock And Soil come into full contact with.
When the present embodiment Specific construction, its step are as follows：
The first step：According to actual condition, length, anchoring depth and the freedom length of anchor pole, round tray are designed
Placement location；
Second step：Before placing anchor pole, to ensure the verticality of anchor pole, it is controlled in both direction with two cable wires.
Third walks：After anchor pole is placed, start the tensioning that exerts a force, tensioning first is carried out to 8 reinforcing bars of Ф, blade is made to start work
Make, the steel wire of cut-out two main reinforcements of connection, at this point, main reinforcement starts that 180 ° of rotations take place in holding tray surface, in anchored end
Form an enlarged footing.
4th step：After main reinforcement completes rotation, starts to carry out force tensioning to it, make its anchored end elbow part and ground
Body comes into full contact with and stings tight.
5th step：After the completion of tensioning, it is fixed on Tu Bi by steel plate washer and anchorage.
Content described in this specification embodiment is only enumerating to the way of realization of inventive concept, protection of the invention
Range is not construed as being only limitted to the concrete form that embodiment is stated, protection scope of the present invention is also and in art technology
Personnel according to present inventive concept it is conceivable that equivalent technologies mean.
Claims (2)
1. mechanical linkage Pulling-Resistant Anchor Rod, including bolt body, the bolt body includes anchoring section and use in the embedded soil body
In the free segment of anchoring anchoring section, it is characterised in that：The anchoring section has a round tray, is opened on the round tray
If there are three the connected pore channel of perforation overall length, rotation roller bearing, and the connection of both sides are installed in the connected pore channel of both sides
It is provided with stress main reinforcement in duct, is connected by the lock silk below round tray between two stress main reinforcements；It is described by
Advocate one end of muscle passes through connected pore channel and end to have bending head, and the stress main reinforcement can under the action of rotating roller bearing
Plane Rotation 180 degree；
Reinforcing bar is provided in intermediate connected pore channel, one end of the reinforcing bar passes through intermediate connected pore channel and end to connect
It is connected to the blade for cutting off lock silk；When initial position, the bending direction of the bending head of two stress main reinforcements is towards round support
The center position of disk；After locking silk disconnection, the bending head of two stress main reinforcements rotates outward and stretches out round tray, bending direction phase
To setting, the bending head forms enlarged footing in the end of anchoring section.
2. mechanical linkage Pulling-Resistant Anchor Rod as described in claim 1, it is characterised in that：Further include steel plate washer, the steel plate washer
The position of upper corresponding stress main reinforcement and reinforcing bar is opened up there are three through-hole, and the main reinforcement is fixed on Tu Bi by steel plate washer
On.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610303361.2A CN105822333B (en) | 2016-05-09 | 2016-05-09 | Mechanical linkage Pulling-Resistant Anchor Rod |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610303361.2A CN105822333B (en) | 2016-05-09 | 2016-05-09 | Mechanical linkage Pulling-Resistant Anchor Rod |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN105822333A CN105822333A (en) | 2016-08-03 |
| CN105822333B true CN105822333B (en) | 2018-10-23 |
Family
ID=56528569
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201610303361.2A Active CN105822333B (en) | 2016-05-09 | 2016-05-09 | Mechanical linkage Pulling-Resistant Anchor Rod |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN105822333B (en) |
Families Citing this family (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111809621B (en) * | 2020-07-24 | 2022-04-15 | 济宁落陵新型矿用产品有限公司 | Mechanical linkage anti-pulling anchor rod |
| CN114086983B (en) * | 2021-11-23 | 2023-08-15 | 四川公路桥梁建设集团有限公司 | Combined reinforcing system for weak middle rock wall of super-large section bifurcation tunnel |
Family Cites Families (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103321221B (en) * | 2013-05-24 | 2016-06-01 | 郭财宝 | A kind of bearing plate assembly and using method |
| CN103774663B (en) * | 2014-02-19 | 2015-10-07 | 深圳大学建筑设计研究院 | The water proof structure of basement anti-floating dowel and construction method |
| CN204326072U (en) * | 2014-12-11 | 2015-05-13 | 李骁春 | A kind of anti-float anchor rod node |
| CN104929670B (en) * | 2015-07-02 | 2017-08-11 | 徐州工程学院 | Wing formula anchor pole |
| CN105274988B (en) * | 2015-09-10 | 2017-03-01 | 国网山东省电力公司济南供电公司 | A kind of anchor pole of convenient construction |
| CN205743947U (en) * | 2016-05-09 | 2016-11-30 | 浙江工业大学 | Mechanical linkage Pulling-Resistant Anchor Rod |
-
2016
- 2016-05-09 CN CN201610303361.2A patent/CN105822333B/en active Active
Also Published As
| Publication number | Publication date |
|---|---|
| CN105822333A (en) | 2016-08-03 |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN103898916B (en) | Mini stake Composite Braced Retaining Structure and construction method | |
| CN104179178A (en) | Flexible umbrella supporting anchor bolt and method for supporting soil slope thereby | |
| CN109930609A (en) | A kind of campshed composite supporting construction and its construction method for upper-soft lower-hard ground | |
| CN104790408A (en) | Irregular foundation pit construction method | |
| CN105822333B (en) | Mechanical linkage Pulling-Resistant Anchor Rod | |
| CN103485351A (en) | Inclined pile vertical anchor rod supporting structure for foundation pit supporting and construction method thereof | |
| CN102191772A (en) | Prefabricated reaming pile and construction method thereof | |
| KR101051428B1 (en) | Reinforcement structure for pile footing and fixed anchorage zone of tension members | |
| CN206521873U (en) | A kind of reducing steel reinforcement cage and its enlarging anchor rod or pile foundation | |
| CN104131566B (en) | A kind of basement is without the construction method of horizontal support foundation ditch | |
| CN104674839B (en) | Foundation structure for wind-driven generator | |
| CN204311456U (en) | Foundation ditch strengthening structure | |
| CN201649071U (en) | Unstressing cast-in-place pile | |
| CN203498841U (en) | Inclined pile vertical anchor rod supporting structure used for foundation pit supporting | |
| JP6542036B2 (en) | Pile foundation structure | |
| CN105839636B (en) | Mechanical linkage expands hair style resistance to plucking anchor | |
| CN205743947U (en) | Mechanical linkage Pulling-Resistant Anchor Rod | |
| CN205742180U (en) | A kind of mechanical linkage expands hair style resistance to plucking anchor | |
| CN105040693A (en) | End expanding type anti-floating anchor rod | |
| CN210946537U (en) | Elastic passive protective net upright post structure | |
| CN205116239U (en) | Engineering pile foundation static load detects resistance anchor hoe | |
| CN105821877B (en) | A kind of mechanical linkage Pulling-Resistant Anchor Rod | |
| CN205296177U (en) | Dado bearing structure suitable for hole friction pile stake hole is dug in manual work | |
| CN206986915U (en) | A kind of fan platform installation foundation | |
| CN113107000A (en) | Strut foundation structure of contact net and construction method thereof |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C06 | Publication | ||
| PB01 | Publication | ||
| C10 | Entry into substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| GR01 | Patent grant | ||
| GR01 | Patent grant |