CN110397460A - A kind of anchoring section radial direction lengthening expansion increasing resistance anchor pole - Google Patents
A kind of anchoring section radial direction lengthening expansion increasing resistance anchor pole Download PDFInfo
- Publication number
- CN110397460A CN110397460A CN201910563366.2A CN201910563366A CN110397460A CN 110397460 A CN110397460 A CN 110397460A CN 201910563366 A CN201910563366 A CN 201910563366A CN 110397460 A CN110397460 A CN 110397460A
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- China
- Prior art keywords
- anchor pole
- plate
- knife plate
- knife
- expanding reach
- 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.)
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- 238000004873 anchoring Methods 0.000 title claims abstract description 21
- 239000002689 soil Substances 0.000 claims abstract description 30
- 239000011435 rock Substances 0.000 claims abstract description 27
- 230000007246 mechanism Effects 0.000 claims abstract description 19
- 238000005096 rolling process Methods 0.000 claims description 9
- 239000002002 slurry Substances 0.000 claims description 7
- 230000000694 effects Effects 0.000 claims description 4
- 238000003780 insertion Methods 0.000 claims description 4
- 230000037431 insertion Effects 0.000 claims description 4
- 239000004570 mortar (masonry) Substances 0.000 abstract description 5
- 239000003814 drug Substances 0.000 abstract description 2
- 238000010586 diagram Methods 0.000 description 14
- 238000000034 method Methods 0.000 description 3
- 230000007812 deficiency Effects 0.000 description 2
- 230000002708 enhancing effect Effects 0.000 description 2
- 230000002787 reinforcement Effects 0.000 description 2
- 230000003014 reinforcing effect Effects 0.000 description 2
- 230000009471 action Effects 0.000 description 1
- 239000004568 cement Substances 0.000 description 1
- 238000006243 chemical reaction Methods 0.000 description 1
- 238000005553 drilling Methods 0.000 description 1
- 230000006872 improvement Effects 0.000 description 1
- 230000007774 longterm Effects 0.000 description 1
- 239000000463 material Substances 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000010412 perfusion Effects 0.000 description 1
- 230000008569 process Effects 0.000 description 1
- 230000001141 propulsive effect Effects 0.000 description 1
- 239000004576 sand Substances 0.000 description 1
- 239000007787 solid Substances 0.000 description 1
Classifications
-
- 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
-
- E—FIXED CONSTRUCTIONS
- E21—EARTH OR ROCK DRILLING; MINING
- E21D—SHAFTS; TUNNELS; GALLERIES; LARGE UNDERGROUND CHAMBERS
- E21D20/00—Setting anchoring-bolts
- E21D20/02—Setting anchoring-bolts with provisions for grouting
- E21D20/021—Grouting with inorganic components, e.g. cement
-
- 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
- E21D21/0046—Anchoring-bolts for roof, floor in galleries or longwall working, or shaft-lining protection characterised by constructional features of the bolts formed by a plurality of elements arranged longitudinally
-
- 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
- E21D21/008—Anchoring or tensioning means
-
- 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
- E21D21/0093—Accessories
Landscapes
- Engineering & Computer Science (AREA)
- Mining & Mineral Resources (AREA)
- Structural Engineering (AREA)
- Life Sciences & Earth Sciences (AREA)
- General Life Sciences & Earth Sciences (AREA)
- Geochemistry & Mineralogy (AREA)
- Geology (AREA)
- Civil Engineering (AREA)
- Chemical & Material Sciences (AREA)
- Inorganic Chemistry (AREA)
- General Engineering & Computer Science (AREA)
- Paleontology (AREA)
- Piles And Underground Anchors (AREA)
Abstract
The present invention provides a kind of anchoring section radial direction lengthening expansion increasing resistance anchor pole, including fixed disk, outer anchor pole, expanding reach and interior anchor pole, expanding reach upper end is connected to outer anchor pole lower end, interior anchor pole is slideably positioned in outer anchor pole, and interior anchor pole lower end extends in expanding reach, and expanding reach is equipped with the second square hole, unfolding mechanism is equipped in expanding reach, unfolding mechanism is connected to interior anchor pole, and interior anchor pole drives unfolding mechanism that knife plate is unfolded from inside to outside along the second square hole, is inserted into Rock And Soil.The medicine have the advantages that the unfolding mechanism in expanding reach is equipped with knife plate, and energy band moving knife plate is unfolded in Rock And Soil, and anchoring section is locked directly in Rock And Soil by unfolding mechanism, so that anchor pole and Rock And Soil is formed entirety, can effectively improve anchor force；On the other hand, after mortar fails, still ensure that anchor pole passes to Deep Rock soil body for Rock And Soil load is slided.
Description
Technical field
The invention belongs to Rock And Soil reinforcement technique fields, and in particular to a kind of anchoring section radial direction lengthening expansion increasing resistance anchor
Bar.
Background technique
Anchor pole is widely used in a kind of engineering measure of Rock And Soil reinforcing.Anchor pole belongs to pulling force rod piece architecture, passes through
The effect of body of rod pulling force transmitting, the Rock And Soil for being readily able to sliding are tightly pressed against on the Rock And Soil of deep stability, increase Rock And Soil
Frictional force, so as to improve the stable state of shallow rock soil body.
Most of anchor pole is that withdrawal resistance is provided using anchoring section-triangular frictional resistance of mortar-Rock And Soil, however sand
The limited modulus of pulp material and intensity are difficult to provide enough withdrawal resistances；In addition, anchor pole during one's term of military service, mortar is vulnerable de-
It falls, anchor pole is caused to can not work normally.For these problems, engineers and technicians have invented another kind of anchor pole at present, i.e., by anchor
Gu enhancing resistance to plucking resistance using the high intensity and high-modulus characteristic of reinforcing bar, while guaranteeing anchor pole not in section expansion insertion Rock And Soil
Transmitting load can be failed to because of mortar to Rock And Soil, it is ensured that anchor pole is on active service steadily in the long term.
A kind of herring-bone form anchor pole is disclosed in the Chinese patent of Patent No. 201610999648.3.But it is deposited when anchor pole is too long
In the problem of rotation process difficulty, and blade is meticulous excessively thin causes intensity deficiency that can not provide enough withdrawal resistances.Number of patent application
To disclose the attached branch recoverable anchor rod of segment type elasticity in 201711395993.7 Chinese patent.But such anchor pole because it is meticulous not
Suitable for big depth engineering reinforcement Rock And Soil, and deployment mechanism disclosed in patent not can guarantee the attached branch of elasticity can smoothly be inserted into rock
In the soil body, in addition elastic attached branch and anchor pole junction are weak, and there is also the problems of intensity deficiency.In short, existing anchor pole is inserted into rock
The blade of the soil body or attached Zhi Qiangdu are generally insufficient, and interposer and the unbearable larger load of anchor bar body connecting portion are easy
Existing breakage phenomenon, the effect for enhancing resistance to plucking resistance is not satisfactory, is unfavorable for achievements conversion application of such anchor pole in engineering.
Summary of the invention
In view of this, the embodiment of the present invention provides a kind of anchoring section radially lengthening expansion increasing resistance anchor pole, including fixation
Disk, outer anchor pole, expanding reach and interior anchor pole, the fixed disk are fixedly connected on described outer anchor pole one end, and the expanding reach is fixed to be connected
It is connected to the outer anchor pole other end, the interior anchor pole is slideably positioned in the outer anchor pole, and described interior anchor pole one end passes through fastening
Part is lock onto the fixed disk, and the other end extends in the expanding reach, and the expanding reach is equipped at least one second party
Shape hole, is equipped with unfolding mechanism in the expanding reach, and the unfolding mechanism includes longitudinal rod, force bearing plate and multiple first knife plates, more
A second knife plate and multiple arc plates, first knife plate, second knife plate are identical with the arc plate quantity, the load
Plate is fixed on the longitudinal rod bottom end, and the arc plate is fixed on the longitudinal rod side wall and is set to above the force bearing plate,
The arc plate is up-narrow and down-wide, and the first knife plate blade section is supported in second square hole, and knife spine portion is connected to the circle
Arc plate top, second knife plate are set to below first knife plate, are resisted in the expanding reach on the outside of second knife plate
Wall, by connecting rod, hingedly the force bearing plate, the first knife plate knife spine portion are equipped with the first spliced eye, the second knife plate lateral surface for inside
Equipped with flexible connector, the longitudinal rod is moved upwards, and the arc plate is made to push out first knife plate, until described the
Two knife plates are concordant with first knife plate, and the flexible connector is inserted into first spliced eye, the longitudinal rod continue to
Upper movement, the connecting rod push second knife plate to continue to move out.
Further, the expanding reach is equipped with conical guiding cap far from one end of the outer anchor pole, and the guiding cap is used
It play the guiding role when the anchor pole is inserted into Rock And Soil.
Further, the expanding reach is equipped at least one first square hole and at least one third square hole, described
Second rectangular hole location is between first square hole and third square hole location, first square hole and the third square hole
For flowing into slurry in expanding reach.
Further, the force bearing plate is equipped at least one arcuate socket, and the arcuate socket is for making in the expanding reach
Slurry the other side is entered by the side of the force bearing plate.
Further, it is equipped at least one guide-track groove on the inside of the expanding reach, the force bearing plate outer rim is at least provided with one
Protruding portion, the protruding portion are limited in the guide-track groove, and the protruding portion is slided along the guide-track groove.
Further, the guide-track groove two sides are equipped with guide-track groove pulley group, and second knife plate two sides are equipped with card slot, described
Card slot is limited in the guide-track groove pulley group two sides.
Further, an at least limit hole on each second knife plate, the force bearing plate are equipped with and the limit hole
Matched fixed block, the fixed block lock second knife for being inserted into the limit hole after second knife plate expansion
Plate.
Further, each first knife plate knife spine portion is equipped with dovetail protruding portion, sets on the outside of each second knife plate
There is dovetail recessed portion, it is recessed that the dovetail protruding portion is caught in the dovetail when concordant with first knife plate for second knife plate
In concave portion.
Further, the force bearing plate and the longitudinal rod junction are equipped with the first articulated shaft, the second knife plate inside
Equipped with the second articulated shaft, the connecting rod two end is hingedly connected on first articulated shaft and second articulated shaft.
Further, idler wheel is equipped in the outer anchor pole, the idler wheel is the cylinder that middle part has arc depression face, described
Idler wheel both ends are equipped with the axis of rolling, and the idler wheel is rotated along the axis of rolling, and the arc depression face is contacted with the interior anchor pole.
The medicine have the advantages that the unfolding mechanism in expanding reach is equipped with knife plate, and energy band moving knife plate is opened up in Rock And Soil
It opens, anchoring section is locked directly in Rock And Soil by unfolding mechanism, so that anchor pole and Rock And Soil is formed entirety, can effectively improve
Anchor force；On the other hand, after mortar fails, still ensure that anchor pole passes to Deep Rock soil body for Rock And Soil load is slided.
Detailed description of the invention
Fig. 1 is the overall structure diagram that a kind of anchoring section of the present invention radially lengthens that expansion increases resistance anchor pole.
Fig. 2 is 5 first the schematic diagram of the section structure of expanding reach in Fig. 1.
Fig. 3 is 5 second the schematic diagram of the section structure of expanding reach in Fig. 1.
Fig. 4 is 12 structural schematic diagram of idler wheel in Fig. 3.
Fig. 5 be in 505 structural schematic diagram of the first limit bolt.
Fig. 6 is the structural schematic diagram of unfolding mechanism 7.
Fig. 7 is 8 structural schematic diagram of the first knife plate.
Fig. 8 is 9 first structure diagram of the second knife plate.
Fig. 9 is 9 second structural schematic diagram of the second knife plate.
Figure 10 is 10 structural schematic diagram of connecting rod.
Figure 11 is 11 structural schematic diagram of flexible connector.
Figure 12 is 8 partially expanded configuration schematic diagram of the first knife plate.
Figure 13 is that the first knife plate 8 first is fully deployed structural schematic diagram.
Figure 14 is that the first knife plate 8 second is fully deployed structural schematic diagram.
In figure: 1- fixed disk；Anchor pole in 2-；3- lock nut；The outer anchor pole of 4-；5- expanding reach；6- guiding cap；7- unwinder
Structure；The first knife plate of 8-；The second knife plate of 9-；10- connecting rod；11- flexible connector；12- idler wheel；The first square hole of 501-；502-
Two square holes；503- third square hole；504- bolt positive stop strip；The first limit bolt of 505-；507- guide-track groove；508- guide-track groove
Pulley group；701- longitudinal rod；The second limit bolt of 702-；The small cushion cap of 703-；The big cushion cap of 704-；705- arc guide rail, 706- circle
Arc plate；The first articulated shaft of 708-；709- force bearing plate；710- fixed block；711- arcuate socket；712- protruding portion；803- dovetail is prominent
Portion；804- spliced eye；The second articulated shaft of 901-；902- limit hole；903- card slot；904- dovetail recessed portion；905- reception hole.
Specific embodiment
To make the object, technical solutions and advantages of the present invention clearer, below in conjunction with attached drawing to embodiment party of the present invention
Formula is further described.
As shown in figures 1 and 3, a kind of anchoring section radially lengthen expansion increase resistance anchor pole include: fixed disk 1, interior anchor pole 2,
Outer anchor pole 4, expanding reach 5 and unfolding mechanism 7.
As shown in Figure 2, Figure 3 and Figure 4, the outer anchor pole 4 and the expanding reach 5 are hollow tube, the expansion
5 radiuses of section are greater than the outer anchor pole 4, and the fixed disk 1 is fixedly connected on 4 upper end of outer anchor pole, and 5 upper end of expanding reach is solid
Surely it is connected to 4 lower end of outer anchor pole, the conical guiding cap 6 of 5 lower end of the expanding reach connection one, the guiding cap 6 is for inserting
It play the guiding role when entering Rock And Soil, the interior anchor pole 2 is set in the outer anchor pole 4, and the interior anchor pole 2 can be along the outer anchor pole
4 axial movements, interior 2 upper end of anchor pole are fixed in the fixed disk 1 by retaining mechanism, and interior 2 other end of anchor pole prolongs
It extends in the expanding reach 5, the retaining mechanism is locking nut 3, and the locking nut 3 is threadingly attached to the interior anchor
2 upper end of bar, and the interior anchor pole 2 is lock onto the fixed disk 1, the unfolding mechanism 7 is set in the expanding reach 5,
7 upper end of unfolding mechanism connects the interior anchor pole 2, and the outer anchor pole 4 is interior to be uniformly provided with multiple groups idler wheel 12, every group of rolling along axial direction
Wheel 12 includes the four rolling 12 being circumferentially uniformly arranged, and the idler wheel 12 is the cylinder that middle part has arc depression face, the rolling
12 both ends are taken turns equipped with the axis of rolling, the axis of rolling is rotatably set in the outer anchor pole 4, the arc depression face with it is described interior
Anchor pole 2 contacts, and the idler wheel 12 reduces the interior anchor pole 2 when sliding axially in the outer anchor pole 4 for the interior anchor pole 2
The frictional force slided between the outer anchor pole 4.
As shown in Fig. 3, Fig. 4 and Fig. 5, the expanding reach 5 is equipped with three row's square holes, and first row square hole is first rectangular
Hole 501, second row square hole are the second square hole 502, and third arranges square hole, and third direction hole 503, every row's square hole includes edge
Circumferentially four square holes, for first square hole 501 close to 5 lower section of expanding reach, second square hole 502 is close
5 middle part of the expanding reach, the third square hole 503 is above the expanding reach 5, there are four 5 inner wall of expanding reach is set
Guide-track groove 507 and four bolt positive stop strips 504, two sides are respectively equipped with a guide-track groove pulley group in each guide-track groove 507
508, each 504 upper end of bolt positive stop strip is fixed on 5 inner wall of expanding reach, and lower end extends internally, and is socketed downwards
One first limit bolt 505,505 upper end of the first limit bolt are cross bath, and 505 upper end of the first limit bolt is inserted
Enter in 504 lower end of bolt positive stop strip.
As shown in Figure 3 and Figure 6, the unfolding mechanism 7 includes 709, four longitudinal rod 701, force bearing plate first knife plates
8, four second knife plates 9 and four arc plates 706,701 upper end of longitudinal rod connect interior 2 lower end of anchor pole,
There are four 701 lower end of the longitudinal rod connection force bearing plate 709, the longitudinal rod 701 and 709 junction of the force bearing plate are set
First articulated shaft 708, the longitudinal rod 701 are equipped with eight the second limit bolts 702, and the arc plate 706 is fixedly installed on
701 side wall of longitudinal rod, second limit bolt 702 is located above the arc guide rail 705, on the arc plate 706
Narrow lower width, 706 outer surface of arc plate are arc guide rail 705, and each 705 upper end of arc guide rail is equipped with small cushion cap 703,
Lower end is equipped with big cushion cap 704, and the force bearing plate 709 is equipped with eight fixed blocks, 710, four arcuate sockets 711 and four protruding portions
412, each protruding portion 712 is limited in a guide-track groove 507, and the force bearing plate 709 is under the longitudinal rod 701 drive
The protruding portion 712 is slided along the guide-track groove 507, and the blade part of four first knife plates 8 is respectively arranged at described in four
In second square hole 502, second knife plate 9 is located at 8 lower section of the first knife plate.
As shown in Figure 7, Figure 8 and Figure 9, each first knife plate, 8 knife spine face is equipped with a dovetail protruding portion 803 and two and inserts
Hole 804 is connect, each 803 end face of dovetail protruding portion is held on a small cushion cap 703, each first knife plate 8
Blade position is in second square hole 502, and the second limit bolt 702 described in every two is inserted into a dovetail and dashes forward
Out in the two sides in portion 803,505 lower end of the first limit bolt is inserted into the spliced eye 804, first limit bolt
505 and second limit bolt 702 for limiting first knife plate 8, the longitudinal rod 701 drives the arc plate 706
Mobile, 8 back of the first knife plate is slided in the arc guide rail 705 from the small cushion cap 703 to the big cushion cap 704, institute
It states arc plate 706 and pushes out first knife plate 8, first knife plate 8 is detached from first limit bolt 505 and described
The limitation of two limit bolts 702 is simultaneously displaced outwardly along second square hole 502, to be unfolded.
One second articulated shaft 901 and two perforations are equipped with as shown in Fig. 3, Figure 10 and Figure 11, on the inside of each second knife plate 9
Limit hole 902, the limit hole 902 matches with the fixed block 710, and a dovetail is equipped on the outside of each second knife plate 9
Recessed portion 904 and two card slots 903, the dovetail recessed portion 904 are matched with the dovetail protruding portion 803, each second hinge
Spindle 901 and one end of a connecting rod 10 are hinged, and the other end of the connecting rod 10 is articulated on first articulated shaft 708, described
Second knife plate, 9 upper end is held on 706 lower end surface of arc plate, and each card slot 903 is limited in each guide rail
508 two sides of slot pulley group are equipped with two reception holes 905 on the outside of each second knife plate 9, are equipped in each reception hole 905
One flexible connector 11, the flexible connector 11 are held in the reception hole 905 in compressive state one end, and the other end supports
In on 5 inner wall of expanding reach, second knife plate 9 is under the connecting rod 10 drive in the guide-track groove 507 along the expansion
5 axis upward slidings of section, when second knife plate 9 is flushed with 8 plate of the first knife, it is recessed that the dovetail protruding portion is caught in the dovetail
In concave portion, while one end of the flexible connector 11 is inserted into the spliced eye 804, connects first knife 8 and described the
Two knife plates 9；When first knife 8 and the second knife plate 9 are fully deployed, the fixed block 710 is inserted into the limit hole 902,
For locking second knife plate 9.
The working principle that a kind of anchoring section of the present invention radially lengthens expansion increasing resistance anchor pole is specific as follows:
When being not used, first knife plate 8 is leaned against on small cushion cap 703, and is located in expanding reach 5；Second knife plate, which is located at, to be expanded
In big section 5.
As shown in figure 12, in use, first drilling through a deep hole on Rock And Soil, the anchor pole is inserted into deep hole, interior anchor pole 2
It is connect by lock nut 3 with stretching device.After being completely fixed in the anchor pole insertion deep hole, then interior anchor pole 2 is given to apply outward
The power of lifting, interior anchor pole 2 drive longitudinal rod 701 to move outward, so that the first knife plate 8 in expanding reach 5 progressively disengages and small holds 703
Platform is along arc guide rail 705, while the first knife plate 8 is moved radially along anchor pole, while releasing the first limit bolt 505 and the second limit
Limitation of the bolt 702 to the first knife plate 8, along anchor pole, radially across the second square hole 502, ground is inserted into expansion to the first knife plate 8 outward
In body；Second knife plate 9 moves up under the pulling force effect of connecting rod 10 along guide-track groove pulley group 508, continues the longitudinal direction that pulls outward
Bar 701, the first knife plate 8 continues on arc guide rail 705 from 502 radial development of second hole, when the opposite shifting of the first knife plate 8 at this time
It moves to big cushion cap 704, arc guide rail 705 no longer provides radial propulsive force to the first knife plate, and the first knife plate 8 is due to Rock And Soil
Squeezing action and fixation can not move, at this point, the dovetail protruding portion 803 and spliced eye 804 of the first knife plate 8 just with the expansion
5 inner walls of section are overlapped.
As shown in Figs. 13 and 14, the continuation of longitudinal rod 701 lifts outward, the dovetail recessed portion 904 and first on the second knife plate 9
The dovetail protruding portion 803 of knife plate 8 is connected, and the flexible connector 11 in the second knife plate 9 in compressive state springs into inserting for the first knife plate 8
It connects in hole 804, two knife plates form a whole knife plate, are cantilever beam structure on mechanical structure, can bear the power of any direction
With torque without mobile and rotation；The continuation of longitudinal rod 701 lifts outward, and connecting rod 10 does circumference with respect to the first articulated shaft 708
Movement pushes the continuation of the second knife plate 9 radially to further spread out in the insertion soil body, until connecting rod 10 is parallel with force bearing plate 709, holds
Fixed block 710 on power plate 709 is inserted into the limit hole 902 of the second knife plate 9, at this point, fully unfolded position is presented in two knife plates；
Interior anchor pole 2 is locked in fixed disk 1 by lock nut 3, is fallen to prevent interior anchor pole 2；Finally in hole perfusion mortar, mud or
The slurry of cement slurry, slurry flows into the expanding reach 5 from the first square hole 501, third square hole 503, and passes through arcuate socket
711 fill full expanding reach 5, and anchor bar body is freezed solidly in Rock And Soil.
Herein, the nouns of locality such as related front, rear, top, and bottom are to be located in figure with components in attached drawing and zero
Part mutual position defines, only for the purpose of expressing the technical solution clearly and conveniently.It should be appreciated that the noun of locality
Use should not limit the claimed range of the application.
In the absence of conflict, the feature in embodiment and embodiment herein-above set forth can be combined with each other.
The foregoing is merely presently preferred embodiments of the present invention, is not intended to limit the invention, it is all in spirit of the invention and
Within principle, any modification, equivalent replacement, improvement and so on be should all be included in the protection scope of the present invention.
Claims (10)
1. a kind of anchoring section, which radially lengthens expansion, increases resistance anchor pole, it is characterised in that: including fixed disk, outer anchor pole, expanding reach and
Interior anchor pole, the fixed disk are fixedly connected on described outer anchor pole one end, and it is another that the expanding reach is fixedly connected on the outer anchor pole
End, the interior anchor pole are slideably positioned in the outer anchor pole, and described interior anchor pole one end lock onto the fixed disk by fastener
On, the other end extends in the expanding reach, and the expanding reach is equipped at least one second square hole, sets in the expanding reach
There is unfolding mechanism, the unfolding mechanism includes longitudinal rod, force bearing plate and multiple first knife plates, multiple second knife plates and multiple circular arcs
Plate, first knife plate, second knife plate are identical with the arc plate quantity, and the force bearing plate is fixed on the longitudinal rod bottom
End, the arc plate are fixed on the longitudinal rod side wall and are set to above the force bearing plate, and the arc plate is up-narrow and down-wide, institute
It states the first knife plate blade section and is supported in second square hole, knife spine portion is connected to the arc plate top, second knife plate
It is set to below first knife plate, the expanding reach inner wall is resisted on the outside of second knife plate, inside passes through the hinged institute of connecting rod
Force bearing plate is stated, the first knife plate knife spine portion is equipped with the first spliced eye, and the second knife plate lateral surface is equipped with flexible connector, described vertical
It is moved upwards to bar, the arc plate is made to push out first knife plate, until second knife plate and first knife plate
Concordantly, the flexible connector is inserted into first spliced eye, and the longitudinal rod continues up, and the connecting rod pushes institute
The second knife plate is stated to continue to move out.
2. a kind of anchoring section according to claim 1, which radially lengthens expansion, increases resistance anchor pole, it is characterised in that: the expansion
Section is equipped with conical guiding cap far from one end of the outer anchor pole, when the guiding cap is for anchor pole insertion Rock And Soil from lead
To effect.
3. a kind of anchoring section according to claim 1, which radially lengthens expansion, increases resistance anchor pole, it is characterised in that: the expansion
Section is equipped at least one first square hole and at least one third square hole, and the second rectangular hole location is rectangular in described first
Between hole and third square hole location, first square hole and the third square hole are for flowing into slurry in expanding reach.
4. a kind of anchoring section according to claim 1, which radially lengthens expansion, increases resistance anchor pole, it is characterised in that: the load
Plate is equipped at least one arcuate socket, the arcuate socket be used to making slurry in the expanding reach by the force bearing plate side into
Enter the other side.
5. a kind of anchoring section according to claim 1, which radially lengthens expansion, increases resistance anchor pole, it is characterised in that: the expansion
Section inside is equipped at least one guide-track groove, and the force bearing plate outer rim is limited in institute at least provided with a protruding portion, the protruding portion
It states in guide-track groove, the protruding portion is slided along the guide-track groove.
6. a kind of anchoring section according to claim 5, which radially lengthens expansion, increases resistance anchor pole, it is characterised in that: the guide rail
Slot two sides are equipped with guide-track groove pulley group, and second knife plate two sides are equipped with card slot, and the card slot is limited in the guide-track groove pulley
Group two sides.
7. a kind of anchoring section according to claim 1, which radially lengthens expansion, increases resistance anchor pole, it is characterised in that: each described
An at least limit hole on second knife plate, the force bearing plate is equipped with to be used with the matched fixed block of the limit hole, the fixed block
It is inserted into the limit hole after second knife plate expansion, locks second knife plate.
8. a kind of anchoring section according to claim 1, which radially lengthens expansion, increases resistance anchor pole, it is characterised in that: each described
First knife plate knife spine portion is equipped with dovetail protruding portion, and dovetail recessed portion is equipped on the outside of each second knife plate, and the dovetail is prominent
Portion is caught in the dovetail recessed portion when concordant with first knife plate for second knife plate.
9. a kind of anchoring section according to claim 1, which radially lengthens expansion, increases resistance anchor pole, it is characterised in that: the load
Plate and the longitudinal rod junction are equipped with the first articulated shaft, are equipped with the second articulated shaft, the connecting rod two on the inside of second knife plate
End is hingedly connected on first articulated shaft and second articulated shaft.
10. a kind of anchoring section according to claim 1, which radially lengthens expansion, increases resistance anchor pole, it is characterised in that: described outer
Idler wheel is equipped in anchor pole, the idler wheel is the cylinder that middle part has arc depression face, and the idler wheel both ends are equipped with the axis of rolling, described
Idler wheel is rotated along the axis of rolling, and the arc depression face is contacted with the interior anchor pole.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201910563366.2A CN110397460B (en) | 2019-06-26 | 2019-06-26 | Anchoring section radial lengthening expansion type resistance-increasing anchor rod |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201910563366.2A CN110397460B (en) | 2019-06-26 | 2019-06-26 | Anchoring section radial lengthening expansion type resistance-increasing anchor rod |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN110397460A true CN110397460A (en) | 2019-11-01 |
| CN110397460B CN110397460B (en) | 2020-06-26 |
Family
ID=68323528
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201910563366.2A Expired - Fee Related CN110397460B (en) | 2019-06-26 | 2019-06-26 | Anchoring section radial lengthening expansion type resistance-increasing anchor rod |
Country Status (1)
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| CN (1) | CN110397460B (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN112411738A (en) * | 2020-10-21 | 2021-02-26 | 浙大城市学院 | Prefabricated balcony laminated slab and construction method thereof |
Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| WO2011149420A1 (en) * | 2010-05-26 | 2011-12-01 | Luossavaara-Kiirunavaara Ab | Rock bolt embedded in grout |
| CN202360120U (en) * | 2011-11-18 | 2012-08-01 | 山东科技大学 | Continuous resistance-increasing deformation anchor rod and continuous resistance-increasing deformation anchor cable |
| CN103104270A (en) * | 2013-02-19 | 2013-05-15 | 裴志胜 | Shear type expansion anchor rod and extension application thereof |
| CN104100286A (en) * | 2014-08-01 | 2014-10-15 | 中国科学院、水利部成都山地灾害与环境研究所 | Anchor rod/anchor cable with constant resistance and large deformation and design method thereof |
| CN205636737U (en) * | 2016-05-23 | 2016-10-12 | 化学工业岩土工程有限公司 | Flap valve type enlarged footing stock supporting body |
| US9890511B1 (en) * | 2017-02-13 | 2018-02-13 | Lyle Kenneth Adams | Rock bolt seal |
-
2019
- 2019-06-26 CN CN201910563366.2A patent/CN110397460B/en not_active Expired - Fee Related
Patent Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| WO2011149420A1 (en) * | 2010-05-26 | 2011-12-01 | Luossavaara-Kiirunavaara Ab | Rock bolt embedded in grout |
| CN202360120U (en) * | 2011-11-18 | 2012-08-01 | 山东科技大学 | Continuous resistance-increasing deformation anchor rod and continuous resistance-increasing deformation anchor cable |
| CN103104270A (en) * | 2013-02-19 | 2013-05-15 | 裴志胜 | Shear type expansion anchor rod and extension application thereof |
| CN104100286A (en) * | 2014-08-01 | 2014-10-15 | 中国科学院、水利部成都山地灾害与环境研究所 | Anchor rod/anchor cable with constant resistance and large deformation and design method thereof |
| CN205636737U (en) * | 2016-05-23 | 2016-10-12 | 化学工业岩土工程有限公司 | Flap valve type enlarged footing stock supporting body |
| US9890511B1 (en) * | 2017-02-13 | 2018-02-13 | Lyle Kenneth Adams | Rock bolt seal |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN112411738A (en) * | 2020-10-21 | 2021-02-26 | 浙大城市学院 | Prefabricated balcony laminated slab and construction method thereof |
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| CN110397460B (en) | 2020-06-26 |
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