CN206016838U - One kind pours mortar with being easy to adjusting type anchor pole support - Google Patents
One kind pours mortar with being easy to adjusting type anchor pole support Download PDFInfo
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- CN206016838U CN206016838U CN201620885196.1U CN201620885196U CN206016838U CN 206016838 U CN206016838 U CN 206016838U CN 201620885196 U CN201620885196 U CN 201620885196U CN 206016838 U CN206016838 U CN 206016838U
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Abstract
This utility model is related to a kind of anchor pole support, more particularly to one kind pours mortar with being easy to adjusting type anchor pole support.The technical problems to be solved in the utility model is to provide one kind and pours mortar with being easy to adjusting type anchor pole support.In order to solve above-mentioned technical problem, this utility model pours mortar with adjusting type anchor pole support is easy to there is provided such a, includes left socle, left crossbearer, anchor pole adjusting apparatus I, anchor pole adjusting apparatus II, anchor pole adjusting apparatus III, right crossbearer, right support, square adapter sleeve I and square adapter sleeve II；Left crossbearer is provided with above left socle, and left socle is connected with the left end of left crossbearer；Square adapter sleeve I is provided with the right side of left crossbearer, and square adapter sleeve I is enclosed within the right-hand member of left crossbearer.One kind provided by the utility model pours mortar with adjusting type anchor pole support is easy to, by way of being fixed using bolt and mounting connection, it is achieved that anchor spacing freely adjusts the function with anchor pole fixation.
Description
Technical field
This utility model is related to a kind of anchor pole support, more particularly to one kind pours mortar with being easy to adjusting type anchor pole support.
Background technology
Anchor pole is the most basic ingredient of roadway support in the middle of contemporary colliery, and it is by the surrounding rock consolidation in tunnel one
Rise, make country rock itself supporting itself.Anchor pole is applied not only to mine now, is also used in engineering technology, side slope, tunnel, dam body
Carry out main body reinforcing.Composition anchor pole must possess several factors:1. the body of rod of tensile strength higher than Rock And Soil；2. the body of rod one
End can be in close contact to form friction (or bonding) resistance with Rock And Soil；3. the body of rod being capable of shape positioned at the other end outside Rock And Soil
The Radial resistant force of paired Rock And Soil.Used as the tensional element for going deep into stratum, its one end is connected anchor pole with engineering structure, the other end
Go deep in stratum, whole anchor pole is divided into free segment and anchoring section, free segment is referred to and for the pulling force at anchor pole head to reach anchoring body
Region, its function are to apply prestressing force to anchor pole;Anchoring section refers to the region that presstressed reinforcing steel is bondd by cement slurry with soil layer, its
Function is that the bonding rubbing action by anchoring body with soil layer increases, and increases the pressure-bearing effect of anchoring body, the pulling force of free segment is passed
To soil body depths.Acted on by the longitudinal pulling force of anchor rod body, overcome Rock And Soil resistance to tension scarce well below anti-pressure ability
Point.Seemingly limit Rock And Soil and depart from substance, macroscopically see the cohesiveness for being the increase in Rock And Soil.From on mechanics viewpoint
It is the cohesive strength and internal friction angle that mainly improve country rock body.Its substantive upper bolt is located in ground body and forms one with Rock And Soil
Individual new complex.Anchor pole in this complex is the low key of resistance to tension for solving country rock body.So that Rock And Soil
The bearing capacity of itself is greatly reinforced.
Anchor pole is the anchoring system that pulling force is delivered to stable rock stratum or the soil body, and this system has extensively in engineering field
General engineer applied and prospect.But its theoretical research lags behind engineer applied at present, can not meet engineering demand, its anchorage machine
Reason and stress distribution rule along anchorage length, interface mechanicses behavior etc. all also do not obtain unified explanation, the design to anchor pole
The main analysis method using the coefficient of stability.Therefore, the anchor mechanism of research anchor pole and the ginseng to affecting anchor rod anchored effect
Number is analyzed, and has actual engineering significance.The restriction of experiment condition is considered, is often made when anchor rod anchored mechanism is studied
Tested with cement mortar simulation rock.After anchor pole is made, need, with anchor pole support, anchor pole is vertically hung in mortar
Mortar is poured on pond, and until anchor rod anchored section is flooded by the mortar for simulation rock, vibration compacting is simultaneously conserved to some strength
After remove anchor pole support.Follow-up drawing experiment is carried out after mortar reaches design strength.
Generally using traditional structure, the device for aiding in anchor pole to fix can not be rapidly performed by anchor pole to existing anchor pole support
The adjustment of spacing, also cannot disassemble from anchor pole support, be unfavorable for the movement of anchor pole support, while also quickly cannot adjust
The length of whole anchor pole support, it is impossible to suitable for different construction sites, range of application is narrow, while also leading to not convenient research
The anchor mechanism of anchor pole, and the parameter for affecting anchor rod anchored effect is analyzed, construction speed is affected, enterprise is increased
Cost payout, is unfavorable for the production and life of people.
Utility model content
（1）Technical problem to be solved
This utility model aids in the device of anchor pole fixation to overcome existing anchor pole support generally using traditional structure
The adjustment of anchor spacing can not be rapidly performed by, also cannot be disassembled from anchor pole support, be unfavorable for the movement of anchor pole support,
The length of anchor pole support also quickly cannot be adjusted simultaneously, it is impossible to suitable for different construction sites, the narrow shortcoming of range of application,
The technical problems to be solved in the utility model is to provide one kind and pours mortar with being easy to adjusting type anchor pole support.
（2）Technical scheme
In order to solve above-mentioned technical problem, this utility model pours mortar with being easy to adjusting type anchor pole there is provided such a
Support, include left socle, left crossbearer, anchor pole adjusting apparatus I, anchor pole adjusting apparatus II, anchor pole adjusting apparatus III, right crossbearer,
Right support, square adapter sleeve I and square adapter sleeve II；Left crossbearer, left socle and left crossbearer is provided with above left socle
Left end is connected；Square adapter sleeve I is provided with the right side of left crossbearer, and square adapter sleeve I is enclosed within the right-hand member of left crossbearer, Zuo Heng
The right-hand member of frame is set to be fixedly connected with the inner wall lower of square adapter sleeve I；Right crossbearer, Zuo Heng are provided with above left crossbearer
Frame is to be flexibly connected with right crossbearer；Square adapter sleeve II is provided with left crossbearer, and the inner wall lower of square adapter sleeve II is enclosed within
On left crossbearer, square adapter sleeve II is set to be flexibly connected with left crossbearer, and square adapter sleeve II is arranged on a left side for square adapter sleeve I
Side；The right side of square adapter sleeve II is provided with right crossbearer, square adapter sleeve II is enclosed within the left end of right crossbearer, a left side for right crossbearer
End is set to be fixedly connected with the top of the inwall of square adapter sleeve II；Square adapter sleeve I, square company is provided with right crossbearer
The upper inside wall of female connector I is enclosed within right crossbearer, and square adapter sleeve I is set to be flexibly connected with right crossbearer；Lower section in right crossbearer
Right support is provided with, the right-hand member of right crossbearer is connected with right support；Anchor pole adjusting apparatus I are provided with left crossbearer, and anchor pole is adjusted
Engagement positions I include anchor pole sleeve pipe I, contiguous block I, baffle plate I, L-shaped link plate I, rear bolt I and prelocalization bolt I；In anchor pole
The rear of sleeve pipe I is provided with contiguous block I, and anchor pole sleeve pipe I is connected with contiguous block I；The rear of contiguous block I is provided with baffle plate I,
Contiguous block I is connected with baffle plate I；Baffle plate I is arranged on the front of left crossbearer, and baffle plate I is to be flexibly connected with left crossbearer；In left crossbearer
Rear be provided with L-shaped link plate I, the front end of L-shaped link plate I is arranged on the top of left crossbearer, the front end of L-shaped link plate I and I phase of baffle plate
Connection, L-shaped link plate I are articulated on left crossbearer, and L-shaped link plate I is to be flexibly connected with left crossbearer；Fixed after being provided with L-shaped link plate I
Position bolt I, rear bolt I are set to bolt connection with L-shaped link plate I, and rear bolt I is set to activity even with L-shaped link plate I
Connect；Bolt I is arranged on the rear of left crossbearer afterwards, and rear bolt I is set to be flexibly connected with left crossbearer；In anchor pole sleeve pipe
I front is provided with prelocalization bolt I, and prelocalization bolt I is set to bolt connection with anchor pole sleeve pipe I；Arrange on right crossbearer
There are anchor pole adjusting apparatus II, anchor pole adjusting apparatus II to be arranged on the right side of anchor pole adjusting apparatus I；Anchor pole adjusting apparatus II are included
Anchor pole sleeve pipe II, contiguous block II, baffle plate II, L-shaped link plate II, rear bolt II and prelocalization bolt II；In anchor pole sleeve pipe II
Rear be provided with contiguous block II, anchor pole sleeve pipe II is connected with contiguous block II；The rear of contiguous block II is provided with baffle plate II,
Contiguous block II is connected with baffle plate II；Baffle plate II is arranged on the front of right crossbearer and left crossbearer, and right crossbearer is arranged on left crossbearer
Top, baffle plate II are disposed as being flexibly connected with right crossbearer and left crossbearer；The rear of right crossbearer and left crossbearer is provided with L-shaped extension
Plate II, the front end of L-shaped link plate II are arranged on the top of right crossbearer, and the front end of L-shaped link plate II is connected with baffle plate II, L-shaped link plate
II is articulated on right crossbearer, and L-shaped link plate II is disposed as being flexibly connected with right crossbearer and left crossbearer；Arrange in L-shaped link plate II
There is a rear bolt II, rear bolt II is set to bolt connection with L-shaped link plate II, rear bolt II and L-shaped link plate II
It is set to be flexibly connected；Bolt II is arranged on the rear of right crossbearer afterwards, and rear bolt II is set to activity with right crossbearer
Connection；The front of anchor pole sleeve pipe II is provided with prelocalization bolt II, prelocalization bolt II is set to bolt with anchor pole sleeve pipe II
Connection；Anchor pole adjusting apparatus III are provided with right crossbearer, and anchor pole adjusting apparatus III are arranged on the right side of anchor pole adjusting apparatus II；
Anchor pole adjusting apparatus III include anchor pole sleeve pipe III, contiguous block III, baffle plate III, L-shaped link plate III, rear bolt III and prelocalization
Bolt III；The rear of anchor pole sleeve pipe III is provided with contiguous block III, anchor pole sleeve pipe III is connected with contiguous block III；In contiguous block III
Rear be provided with baffle plate III, contiguous block III is connected with baffle plate III；Baffle plate III is arranged on the front of right crossbearer, baffle plate III and the right side
Crossbearer is flexible connection；The rear of right crossbearer is provided with L-shaped link plate III, the front end of L-shaped link plate III is arranged on the upper of right crossbearer
Side, the front end of L-shaped link plate III are connected with baffle plate III, and L-shaped link plate III is articulated on right crossbearer, and L-shaped link plate III with right crossbearer is
It is flexibly connected；Bolt III after being provided with L-shaped link plate III, rear bolt III are set to bolt company with L-shaped link plate III
Connect, rear bolt III is set to be flexibly connected with L-shaped link plate III；Bolt III is arranged on the rear of right crossbearer afterwards, fixed afterwards
Position bolt III is set to be flexibly connected with right crossbearer；The front of anchor pole sleeve pipe III is provided with prelocalization bolt III, prelocalization spiral shell
Bolt III is set to bolt connection with anchor pole sleeve pipe III.
Operation principle：In this utility model, square adapter sleeve I, square company is fixedly installed on the right-hand member of left crossbearer
Female connector I is enclosed within right crossbearer, and square adapter sleeve I is to be flexibly connected with right crossbearer；The side of being fixedly installed on the left end of right crossbearer
Shape adapter sleeve II, square adapter sleeve II are enclosed within left crossbearer, and square adapter sleeve II is to be flexibly connected with left crossbearer；While right crossbearer
The top of left crossbearer is arranged on, right crossbearer is to be flexibly connected with left crossbearer.Therefore left crossbearer can drive square adapter sleeve I on the right side
Moved left and right below crossbearer, right crossbearer can drive square adapter sleeve II to be moved left and right above left crossbearer,
So as to reach the purpose of adjustment anchor pole stent length.
In this utility model, anchor pole adjusting apparatus I are set to be flexibly connected with left crossbearer, and therefore operator can be with head
Anchor pole adjusting apparatus I are first adjusted on left crossbearer the position for setting, anchor pole adjusting apparatus I are passed through L-shaped link plate I again then
Be articulated on left crossbearer, and left crossbearer be arranged between baffle plate I and L-shaped link plate I, operator again by screwing after position spiral shell
The blocking tightly left crossbearer of bolt I, so that anchor pole adjusting apparatus I are firmly fixed on left crossbearer.Working as simultaneously needs anchor
When bar adjusting apparatus I are disassembled from left crossbearer, operator can be by reversely rotating rear bolt I, you can will
Stuck-tight left crossbearer unclamps, and then anchor pole adjusting apparatus I are removed from left crossbearer by operator again.
In this utility model, the shape design of anchor pole adjusting apparatus I, anchor pole adjusting apparatus II and anchor pole adjusting apparatus III
Just as function is identical.Therefore operator can will be simultaneously located at right crossbearer and left crossbearer above anchor pole adjustment dress
Put II position for being first adjusted to set, then again by screw rear bolt II by right crossbearer blocking tightly.Simultaneously
Method for dismounting to anchor pole adjusting apparatus II is identical with the method for dismounting anchor pole adjusting apparatus I, and operator repeat above-mentioned behaviour
Make, you can complete the dismounting to anchor pole adjusting apparatus II.When operator are operated to anchor pole adjusting apparatus III, also
First anchor pole adjusting apparatus III are carried out the adjustment of right position in right crossbearer, then anchor pole adjusting apparatus III again to being adjusted in place
Rear bolt III screwed, you can firmly anchor pole adjusting apparatus III are fixed on right crossbearer.Simultaneously anchor pole is adjusted
The method for dismounting of engagement positions III is identical with the above-mentioned method to anchor pole adjusting apparatus I, therefore repeats above-mentioned operation, you can complete
Dismounting to anchor pole adjusting apparatus III.By above-mentioned operation, people can conveniently complete the adjustment to anchor spacing,
The simple purpose for efficiently having reached adjustment anchor spacing.
In this utility model, anchor pole is made up of reinforcing bar and mortar anchoring body, and the lower end of reinforcing bar is connected with mortar anchoring body
Connect.Operator are inserted respectively into the reinforcing bar of each anchor pole in anchor pole sleeve pipe I, anchor pole sleeve pipe II and anchor pole sleeve pipe III first,
Each reinforcing bar is firmly fixed on respectively by screwing prelocalization bolt I, prelocalization bolt II and prelocalization bolt III respectively again
In self-corresponding anchor pole sleeve pipe I, anchor pole sleeve pipe II and anchor pole sleeve pipe III.Then this utility model is moved to brick by operator again
The top in building concrete pond, and proceed by relative experiment.Simultaneously operator by respectively by prelocalization bolt I,
Prelocalization bolt II and prelocalization bolt III carry out rotating elastic operation and complete the release work to each anchor pole, and by each anchor
Bar is applied to the position of setting.Then operator recycle miscellaneous equipment to start to pour mortar into brick concrete sump, when
After mortar anchoring body is flooded by mortar completely, operator stop pouring again.When pouring mortar and carrying out vibrating mortar, this reality
Ensure that anchor pole is kept vertically in the body of mortar cofferdam with new, and prevent from carrying out eccentric moment, Neng Goufang being produced during drawing
In process of vibrating, only there is anchor pole offset deviation.
（3）Beneficial effect
One kind provided by the utility model pours mortar with being easy to adjusting type anchor pole support, by being fixed using bolt and
The mode of mounting connection, it is achieved that anchor spacing freely adjusts the function with anchor pole fixation, and passes through anchor pole support casing
The mode for connecing, it is achieved that the function that anchor pole stent length is freely adjusted, regulated efficiency of the present utility model are high, simple to operate, and
And easy disassembling, it is moved easily and shifts place, reduces the overlapping investment of enterprise, save resources can adapt to different applying
Workshop ground, can be in casting concrete mortar, it is ensured that anchor pole vertically and prevents from carrying out producing eccentric moment, Neng Goufang during drawing
In process of vibrating, only there is anchor pole offset deviation, simple structure, it is easy to maintenance and repair.
Description of the drawings
Fig. 1 is main view figure structure schematic representation of the present utility model.
Fig. 2 is three-dimensional figure structure schematic representation of the present utility model.
Fig. 3 is the three-dimensional figure structure schematic representation of left crossbearer of the present utility model.
Fig. 4 is the three-dimensional figure structure schematic representation of right crossbearer of the present utility model.
Fig. 5 is the three-dimensional figure structure schematic representation of square adapter sleeve I of the present utility model.
Fig. 6 is the three-dimensional figure structure schematic representation of square adapter sleeve II of the present utility model.
Fig. 7 is the three-dimensional figure structure schematic representation of anchor pole sleeve pipe I of the present utility model.
Fig. 8 is the left view section view figure structure schematic representation of anchor pole adjusting apparatus I of the present utility model.
Fig. 9 is the left view section view figure structure schematic representation of anchor pole adjusting apparatus II of the present utility model.
Figure 10 is the left view section view figure structure schematic representation of anchor pole adjusting apparatus III of the present utility model.
Labelling in accompanying drawing for：1- left socles, the left crossbearers of 2-, 3- anchor poles adjusting apparatus I, 4- anchor poles adjusting apparatus II, 5-
Anchor pole adjusting apparatus III, the right crossbearers of 6-, 7- right supports, the square adapter sleeves I of 8-, the square adapter sleeves II of 9-, 10- reinforcing bars, 11- mortars
Anchoring body, 12- mortars cofferdam body, the brick concrete sumps of 13-, 31- anchor poles sleeve pipe I, 32- contiguous blocks I, 33- baffle plates I, 34-L shapes
Link plate I, bolt I after 35-, 36- prelocalizations bolt I, 41- anchor poles sleeve pipe II, 42- contiguous blocks II, 43- baffle plates II, 44-L
Shape link plate II, bolt II after 45-, 46- prelocalizations bolt II, 51- anchor poles sleeve pipe III, 52- contiguous blocks III, 53- baffle plates III,
54-L shapes link plate III, bolt III after 55-, 56- prelocalizations bolt III.
Specific embodiment
With reference to the accompanying drawings and examples this utility model is further described.
Embodiment 1
One kind pours mortar with adjusting type anchor pole support is easy to, as Figure 1-10 shows, include left socle 1, left crossbearer 2,
Anchor pole adjusting apparatus I 3, anchor pole adjusting apparatus II 4, anchor pole adjusting apparatus III 5, right crossbearer 6, right support 7, I 8 and of square adapter sleeve
Square adapter sleeve II 9；The top of left socle 1 is provided with left crossbearer 2, left socle 1 is connected with the left end of left crossbearer 2；On a left side
The right side of crossbearer 2 is provided with square adapter sleeve I 8, and square adapter sleeve I 8 is enclosed within the right-hand member of left crossbearer 2, the right-hand member of left crossbearer 2 with
The inner wall lower of square adapter sleeve I 8 is set to be fixedly connected；The top of left crossbearer 2 is provided with right crossbearer 6, left crossbearer 2 and the right side
Crossbearer 6 is flexible connection；Square adapter sleeve II 9 is provided with left crossbearer 2, and the inner wall lower of square adapter sleeve II 9 is enclosed within a left side
On crossbearer 2, square adapter sleeve II 9 is set to be flexibly connected with left crossbearer 2, and square adapter sleeve II 9 is arranged on square adapter sleeve I 8
Left side；The right side of square adapter sleeve II 9 is provided with right crossbearer 6, square adapter sleeve II 9 is enclosed within the left end of right crossbearer 6, right
The left end of crossbearer 6 is set to be fixedly connected with the top of the inwall of square adapter sleeve II 9；Square company is provided with right crossbearer 6
Female connector I 8, the upper inside wall of square adapter sleeve I 8 are enclosed within right crossbearer 6, and square adapter sleeve I 8 is set to activity even with right crossbearer 6
Connect；The lower section of right crossbearer 6 is provided with right support 7, the right-hand member of right crossbearer 6 is connected with right support 7；Arrange on left crossbearer 2
There are anchor pole adjusting apparatus I 3, anchor pole adjusting apparatus I 3 to include anchor pole sleeve pipe I 31, contiguous block I 32, baffle plate I 33, L-shaped link plate I
34th, rear bolt I 35 and prelocalization bolt I 36；The rear of anchor pole sleeve pipe I 31 is provided with contiguous block I 32, anchor pole sleeve pipe I
31 are connected with contiguous block I 32；The rear of contiguous block I 32 is provided with baffle plate I 33, contiguous block I 32 is connected with baffle plate I 33；
Baffle plate I 33 is arranged on the front of left crossbearer 2, and baffle plate I 33 is to be flexibly connected with left crossbearer 2；The rear of left crossbearer 2 is provided with L
Shape link plate I 34, the front end of L-shaped link plate I 34 are arranged on the top of left crossbearer 2, and the front end of L-shaped link plate I 34 is connected with baffle plate I 33
Connect, L-shaped link plate I 34 is articulated on left crossbearer 2, L-shaped link plate I 34 is to be flexibly connected with left crossbearer 2；Arrange in L-shaped link plate I 34
There are rear bolt I 35, rear bolt I 35 to be set to bolt connection with L-shaped link plate I 34, rear bolt I 35 is hung with L-shaped
Plate I 34 is set to be flexibly connected；Bolt I 35 is arranged on the rear of left crossbearer 2 afterwards, and rear bolt I 35 is set with left crossbearer 2
It is set to flexible connection；The front of anchor pole sleeve pipe I 31 is provided with prelocalization bolt I 36, prelocalization bolt I 36 and anchor pole sleeve pipe I
31 are set to bolt connection；Anchor pole adjusting apparatus II 4 are provided with right crossbearer 6, and anchor pole adjusting apparatus II 4 are arranged on anchor pole tune
The right side of engagement positions I 3；Anchor pole adjusting apparatus II 4 include anchor pole sleeve pipe II 41, contiguous block II 42, baffle plate II 43, L-shaped link plate
II 44, rear bolt II 45 and prelocalization bolt II 46；The rear of anchor pole sleeve pipe II 41 is provided with contiguous block II 42, anchor pole
Sleeve pipe II 41 is connected with contiguous block II 42；The rear of contiguous block II 42 is provided with baffle plate II 43, contiguous block II 42 and baffle plate
II 43 are connected；Baffle plate II 43 is arranged on the front of right crossbearer 6 and left crossbearer 2, and right crossbearer 6 is arranged on the top of left crossbearer 2, gear
Plate II 43 is disposed as being flexibly connected with right crossbearer 6 and left crossbearer 2；The rear of right crossbearer 6 and left crossbearer 2 is provided with L-shaped extension
Plate II 44, the front end of L-shaped link plate II 44 are arranged on the top of right crossbearer 6, and the front end of L-shaped link plate II 44 is connected with baffle plate II 43
Connect, L-shaped link plate II 44 is articulated on right crossbearer 6, L-shaped link plate II 44 is disposed as being flexibly connected with right crossbearer 6 and left crossbearer 2；
Bolt II 45 after being provided with L-shaped link plate II 44, rear bolt II 45 are set to bolt company with L-shaped link plate II 44
Connect, rear bolt II 45 is set to be flexibly connected with L-shaped link plate II 44；After bolt II 45 is arranged on right crossbearer 6 afterwards
Side, rear bolt II 45 are set to be flexibly connected with right crossbearer 6；The front of anchor pole sleeve pipe II 41 is provided with prelocalization bolt
II 46, prelocalization bolt II 46 is set to bolt connection with anchor pole sleeve pipe II 41；Anchor pole adjusting apparatus are provided with right crossbearer 6
III 5, anchor pole adjusting apparatus III 5 are arranged on the right side of anchor pole adjusting apparatus II 4；Anchor pole adjusting apparatus III 5 include anchor pole sleeve pipe
III 51, contiguous block III 52, baffle plate III 53, L-shaped link plate III 54, rear bolt III 55 and prelocalization bolt III 56；In anchor sleeve
The rear of pipe III 51 is provided with contiguous block III 52, and anchor pole sleeve pipe III 51 is connected with contiguous block III 52；After contiguous block III 52
Side is provided with baffle plate III 53, and contiguous block III 52 is connected with baffle plate III 53；Baffle plate III 53 is arranged on the front of right crossbearer 6, baffle plate
III 53 is to be flexibly connected with right crossbearer 6；The rear of right crossbearer 6 is provided with L-shaped link plate III 54, the front end of L-shaped link plate III 54 sets
Put in the top of right crossbearer 6, the front end of L-shaped link plate III 54 is connected with baffle plate III 53, and L-shaped link plate III 54 is articulated in right crossbearer 6
On, L-shaped link plate III 54 is to be flexibly connected with right crossbearer 6；Bolt III 55 after being provided with L-shaped link plate III 54, is positioned afterwards
Bolt III 55 is set to bolt connection with L-shaped link plate III 54, and rear bolt III 55 is set to activity even with L-shaped link plate III 54
Connect；Bolt III 55 is arranged on the rear of right crossbearer 6 afterwards, and rear bolt III 55 is set to be flexibly connected with right crossbearer 6；?
The front of anchor pole sleeve pipe III 51 is provided with prelocalization bolt III 56, and prelocalization bolt III 56 is set to bolt with anchor pole sleeve pipe III 51
Connection.
Operation principle：In this utility model, square adapter sleeve I 8 is fixedly installed on the right-hand member of left crossbearer 2, square
Adapter sleeve I 8 is enclosed within right crossbearer 6, and square adapter sleeve I 8 is to be flexibly connected with right crossbearer 6；On the left end of right crossbearer 6, fixation sets
Square adapter sleeve II 9 is equipped with, square adapter sleeve II 9 is enclosed within left crossbearer 2, square adapter sleeve II 9 is connected for activity with left crossbearer 2
Connect；Right crossbearer 6 is arranged on the top of left crossbearer 2 simultaneously, and right crossbearer 6 is to be flexibly connected with left crossbearer 2.Therefore left crossbearer 2 can
Square adapter sleeve I 8 is driven to be moved left and right in the lower section of right crossbearer 6, right crossbearer 6 can drive square adapter sleeve II 9 on a left side
The top of crossbearer 2 is moved left and right, so as to reach the purpose of adjustment anchor pole stent length.
In this utility model, anchor pole adjusting apparatus I 3 are set to be flexibly connected with left crossbearer 2, and therefore operator can be with
Anchor pole adjusting apparatus I 3 are adjusted on left crossbearer 2 position first that set, anchor pole adjusting apparatus I 3 are passed through L-shaped again then
Link plate I 34 is articulated on left crossbearer 2, and left crossbearer 2 is arranged between baffle plate I 33 and L-shaped link plate I 34, and operator are led to again
Cross screw rear bolt I 35 left crossbearer 2 blocking tightly so that anchor pole adjusting apparatus I 3 are firmly fixed to left crossbearer
On 2.Simultaneously when needing to disassemble anchor pole adjusting apparatus I 3 from left crossbearer 2, operator can pass through rear positioning
Bolt I 35 reversely rotate, you can stuck-tight left crossbearer 2 is unclamped, then operator again by anchor pole adjusting apparatus I 3 from
Remove on left crossbearer 2.
In this utility model, the shape of anchor pole adjusting apparatus I 3, anchor pole adjusting apparatus II 4 and anchor pole adjusting apparatus III 5
Construction is just as function is identical.Therefore operator can be by the anchor pole above being simultaneously located at right crossbearer 6 and left crossbearer 2
Adjusting apparatus II 4 are first adjusted to the position for setting, then again by screw rear bolt II 45 by right crossbearer 6 blocking tightly
?.Method for dismounting simultaneously to anchor pole adjusting apparatus II 4 is identical with the method for dismounting anchor pole adjusting apparatus I 3, operator's weight
Multiple above-mentioned operation, you can complete the dismounting to anchor pole adjusting apparatus II 4.Operator are grasped to anchor pole adjusting apparatus III 5
When making, also first anchor pole adjusting apparatus III 5 are carried out the adjustment of right position in right crossbearer 6, then again to being adjusted in place
The rear bolt III 55 of anchor pole adjusting apparatus III 5 screwed, you can anchor pole adjusting apparatus III 5 are fixed on the right side firmly
On crossbearer 6.Simultaneously identical with the above-mentioned method to anchor pole adjusting apparatus I 3 to the method for dismounting of anchor pole adjusting apparatus III 5, therefore
Repeat above-mentioned operation, you can complete the dismounting to anchor pole adjusting apparatus III 5.By above-mentioned operation, people can facilitate soon
Prompt completes the adjustment to anchor spacing, has simply efficiently reached the purpose of adjustment anchor spacing.
In this utility model, anchor pole is made up of reinforcing bar 10 and mortar anchoring body 11, and the lower end of reinforcing bar 10 is anchored with mortar
Body 11 is connected.The reinforcing bar 10 of each anchor pole is inserted respectively into anchor pole sleeve pipe I 31, II 41 and of anchor pole sleeve pipe by operator first
In anchor pole sleeve pipe III 51, then will be each by screwing prelocalization bolt I 36, prelocalization bolt II 46 and prelocalization bolt III 56 respectively
Individual reinforcing bar 10 is firmly fixed in each self-corresponding anchor sleeve pipe I 31, anchor pole sleeve pipe II 41 and anchor pole sleeve pipe III 51.Then grasp
Make the top that this utility model is moved to personnel brick concrete sump 13 again, and proceed by relative experiment.Simultaneously
Operator are by carrying out rotating elastic behaviour by prelocalization bolt I 36, prelocalization bolt II 46 and prelocalization bolt III 56 respectively
Finish the release work of each anchor pole paired, and each anchor pole is applied to the position of setting.Then operator recycle which
Its equipment starts to pour mortar into brick concrete sump 13, after mortar anchoring body 11 is flooded by mortar completely, operator
Stop again pouring.When pouring mortar and carrying out vibrating mortar, this utility model ensure that anchor pole in mortar cofferdam body 12
Keep vertically, and prevent from carrying out eccentric moment being produced during drawing, be prevented from occurring anchor pole offset deviation in process of vibrating.
Embodiment described above only expresses preferred implementation of the present utility model, and its description is more concrete and detailed,
But therefore can not be interpreted as the restriction to this utility model the scope of the claims.It should be pointed out that common for this area
For technical staff, without departing from the inventive concept of the premise, some deformations, improvement and replacement can also be made, these are all
Belong to protection domain of the present utility model.Therefore, the protection domain of this utility model patent should be defined by claims.
Claims (1)
1. one kind pours mortar with being easy to adjusting type anchor pole support, it is characterised in that include left socle（1）, left crossbearer（2）、
Anchor pole adjusting apparatus I（3）, anchor pole adjusting apparatus II（4）, anchor pole adjusting apparatus III（5）, right crossbearer（6）, right support（7）, square
Adapter sleeve I（8）With square adapter sleeve II（9）；In left socle（1）Top be provided with left crossbearer（2）, left socle（1）With left horizontal stroke
Frame（2）Left end be connected；In left crossbearer（2）Right side be provided with square adapter sleeve I（8）, square adapter sleeve I（8）It is enclosed within a left side
Crossbearer（2）Right-hand member on, left crossbearer（2）Right-hand member and square adapter sleeve I（8）Inner wall lower be set to be fixedly connected；On a left side
Crossbearer（2）Top be provided with right crossbearer（6）, left crossbearer（2）With right crossbearer（6）For being flexibly connected；In left crossbearer（2）Upper setting
There is square adapter sleeve II（9）, square adapter sleeve II（9）Inner wall lower be enclosed within left crossbearer（2）On, square adapter sleeve II（9）With
Left crossbearer（2）It is set to be flexibly connected, square adapter sleeve II（9）It is arranged on square adapter sleeve I（8）Left side；In square connection
Set II（9）Right side be provided with right crossbearer（6）, square adapter sleeve II（9）It is enclosed within right crossbearer（6）Left end on, right crossbearer（6）'s
Left end and square adapter sleeve II（9）The top of inwall be set to be fixedly connected；In right crossbearer（6）On be provided with square adapter sleeve
Ⅰ（8）, square adapter sleeve I（8）Upper inside wall be enclosed within right crossbearer（6）On, square adapter sleeve I（8）With right crossbearer（6）It is set to
It is flexibly connected；In right crossbearer（6）Lower section be provided with right support（7）, right crossbearer（6）Right-hand member and right support（7）It is connected；?
Left crossbearer（2）On be provided with anchor pole adjusting apparatus I（3）, anchor pole adjusting apparatus I（3）Include anchor pole sleeve pipe I（31）, contiguous block I
（32）, baffle plate I（33）, L-shaped link plate I（34）, rear bolt I（35）With prelocalization bolt I（36）；In anchor pole sleeve pipe I（31）
Rear be provided with contiguous block I（32）, anchor pole sleeve pipe I（31）With contiguous block I（32）It is connected；In contiguous block I（32）Rear
It is provided with baffle plate I（33）, contiguous block I（32）With baffle plate I（33）It is connected；Baffle plate I（33）It is arranged on left crossbearer（2）Front,
Baffle plate I（33）With left crossbearer（2）For being flexibly connected；In left crossbearer（2）Rear be provided with L-shaped link plate I（34）, L-shaped link plate I
（34）Front end be arranged on left crossbearer（2）Top, L-shaped link plate I（34）Front end and baffle plate I（33）It is connected, L-shaped link plate I
（34）It is articulated in left crossbearer（2）On, L-shaped link plate I（34）With left crossbearer（2）For being flexibly connected；In L-shaped link plate I（34）Upper setting
There is rear bolt I（35）, rear bolt I（35）With L-shaped link plate I（34）Bolt connection is set to, rear bolt I（35）
With L-shaped link plate I（34）It is set to be flexibly connected；Bolt I afterwards（35）It is arranged on left crossbearer（2）Rear, rear bolt I
（35）With left crossbearer（2）It is set to be flexibly connected；In anchor pole sleeve pipe I（31）Front be provided with prelocalization bolt I（36）, front fixed
Position bolt I（36）With anchor pole sleeve pipe I（31）It is set to bolt connection；In right crossbearer（6）On be provided with anchor pole adjusting apparatus II
（4）, anchor pole adjusting apparatus II（4）It is arranged on anchor pole adjusting apparatus I（3）Right side；Anchor pole adjusting apparatus II（4）Include anchor pole
Sleeve pipe II（41）, contiguous block II（42）, baffle plate II（43）, L-shaped link plate II（44）, rear bolt II（45）With prelocalization bolt
Ⅱ（46）；In anchor pole sleeve pipe II（41）Rear be provided with contiguous block II（42）, anchor pole sleeve pipe II（41）With contiguous block II（42）
It is connected；In contiguous block II（42）Rear be provided with baffle plate II（43）, contiguous block II（42）With baffle plate II（43）It is connected；Gear
Plate II（43）It is arranged on right crossbearer（6）With left crossbearer（2）Front, right crossbearer（6）It is arranged on left crossbearer（2）Top, baffle plate
Ⅱ（43）With right crossbearer（6）With left crossbearer（2）It is disposed as being flexibly connected；In right crossbearer（6）With left crossbearer（2）Rear arrange
There is L-shaped link plate II（44）, L-shaped link plate II（44）Front end be arranged on right crossbearer（6）Top, L-shaped link plate II（44）Front end
With baffle plate II（43）It is connected, L-shaped link plate II（44）It is articulated in right crossbearer（6）On, L-shaped link plate II（44）With right crossbearer（6）With
Left crossbearer（2）It is disposed as being flexibly connected；In L-shaped link plate II（44）On be provided with rear bolt II（45）, rear bolt
Ⅱ（45）With L-shaped link plate II（44）Bolt connection is set to, rear bolt II（45）With L-shaped link plate II（44）It is set to activity
Connection；Bolt II afterwards（45）It is arranged on right crossbearer（6）Rear, rear bolt II（45）With right crossbearer（6）It is set to
It is flexibly connected；In anchor pole sleeve pipe II（41）Front be provided with prelocalization bolt II（46）, prelocalization bolt II（46）With anchor pole
Sleeve pipe II（41）It is set to bolt connection；In right crossbearer（6）On be provided with anchor pole adjusting apparatus III（5）, anchor pole adjusting apparatus III
（5）It is arranged on anchor pole adjusting apparatus II（4）Right side；Anchor pole adjusting apparatus III（5）Include anchor pole sleeve pipe III（51）, contiguous block
Ⅲ（52）, baffle plate III（53）, L-shaped link plate III（54）, rear bolt III（55）With prelocalization bolt III（56）；In anchor pole sleeve pipe
Ⅲ（51）Rear be provided with contiguous block III（52）, anchor pole sleeve pipe III（51）With contiguous block III（52）It is connected；In contiguous block III
（52）Rear be provided with baffle plate III（53）, contiguous block III（52）With baffle plate III（53）It is connected；Baffle plate III（53）It is arranged on the right side
Crossbearer（6）Front, baffle plate III（53）With right crossbearer（6）For being flexibly connected；In right crossbearer（6）Rear be provided with L-shaped link plate
Ⅲ（54）, L-shaped link plate III（54）Front end be arranged on right crossbearer（6）Top, L-shaped link plate III（54）Front end and baffle plate III
（53）It is connected, L-shaped link plate III（54）It is articulated in right crossbearer（6）On, L-shaped link plate III（54）With right crossbearer（6）For being flexibly connected；
In L-shaped link plate III（54）On be provided with rear bolt III（55）, rear bolt III（55）With L-shaped link plate III（54）It is set to
Bolt connection, rear bolt III（55）With L-shaped link plate III（54）It is set to be flexibly connected；Bolt III afterwards（55）It is arranged on
Right crossbearer（6）Rear, rear bolt III（55）With right crossbearer（6）It is set to be flexibly connected；In anchor pole sleeve pipe III（51）'s
Front is provided with prelocalization bolt III（56）, prelocalization bolt III（56）With anchor pole sleeve pipe III（51）It is set to bolt connection.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620885196.1U CN206016838U (en) | 2016-08-16 | 2016-08-16 | One kind pours mortar with being easy to adjusting type anchor pole support |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620885196.1U CN206016838U (en) | 2016-08-16 | 2016-08-16 | One kind pours mortar with being easy to adjusting type anchor pole support |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN206016838U true CN206016838U (en) | 2017-03-15 |
Family
ID=58248236
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201620885196.1U Expired - Fee Related CN206016838U (en) | 2016-08-16 | 2016-08-16 | One kind pours mortar with being easy to adjusting type anchor pole support |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN206016838U (en) |
-
2016
- 2016-08-16 CN CN201620885196.1U patent/CN206016838U/en not_active Expired - Fee Related
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| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20170315 Termination date: 20170816 |