CN207525753U - Lid refitting puts and has the consolidation grouting system of lid weight - Google Patents
Lid refitting puts and has the consolidation grouting system of lid weight Download PDFInfo
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- CN207525753U CN207525753U CN201721434199.4U CN201721434199U CN207525753U CN 207525753 U CN207525753 U CN 207525753U CN 201721434199 U CN201721434199 U CN 201721434199U CN 207525753 U CN207525753 U CN 207525753U
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Abstract
The utility model is related to a kind of lid refittings to put, including counter-force component and for counter-force component to be coordinated to provide the counter-force girder steel squeezed；Counter-force component includes elastic press, guide pipe and counter-force nut；Elastic press is arranged on basement rock to compress basement rock；Counter-force girder steel is equipped with perforation, and elastic press is equipped with through-hole, and one end of guide pipe wears perforation, and the other end of guide pipe penetrates through-hole, guide pipe can relative resilient briquetting slided with counter-force girder steel, the pressing plate of compression elastic press is additionally provided on guide pipe；Counter-force nut be threadedly coupled with guide pipe and with the bottom surface of counter-force girder steel against.Above-mentioned lid refitting, which is put, has detachable, knockdown lid weight; lid refitting, which is put, applies in consolidation grouting system; during to basement rock cementing operations; without reserved protective layer rock mass as the lid weight for applying filling rock mass; it can be before structural concrete pours; to being protected by rock mass surface is filled, working procedure is simple, and the construction time is short.The utility model further relates to a kind of consolidation grouting system and grouting method for having lid weight.
Description
Technical field
The utility model is related to consolidation grouting technical fields, and in particular to a kind of consolidation grouting for covering refitting and putting and having lid weight
System has detachable, knockdown lid weight, in the dam foundation treatment of hydraulic and hydroelectric engineering, for the exposed rock mass excavated out
The consolidation grouting of lid weight is provided with, and before structural concrete pours, it can be to being protected and being mitigated rock by rock mass surface is filled
Body relaxes.
Background technology
Consolidation grouting is widely adopted on the physical and mechanical property for improving developmental joint fissure or fragmented rock body, especially
The dam foundation treatment of hydraulic and hydroelectric engineering.Consolidation grouting can be divided into have lid again grouting and uncovered be in the milk again.
Uncovered is in the milk also known as naked rock grouting again, must use relatively low grouting pressure to prevent rock mass from occurring lifting destruction.Lid
Weight consolidation grouting can apply higher grouting pressure, and grouting effect is good, therefore in the case that can selectively, ordinary priority
Using lid weight consolidation grouting.
For the consolidation grouting of the prior art for having lid weight usually there are two types of mode, reserved protective layer can be used in first way
Rock mass as by fill rock mass lid weight, excavate protective layer again before pouring structure concrete, in this case due to after grouting again
Blasting Excavation is carried out, disturbance and damage can be generated, and the phase is poured in structural concrete to having filled rock mass, concreting is with protecting
Sheath excavation can form construction interference.
The second way for covering the consolidation grouting of weight is after pouring structure concrete, using structural concrete as lid
Weight, in this case, first, base surface must excavate completion in advance, can be shelved, there are bad for a long time before structural concrete pours
Change risk, second is that must bury grout pipe in structural concrete, pipeline arrangement can excessively have an impact structure, third, basis is opened
Dig, structural concrete pours and is interfered with each other with grouting construction larger, construction organization difficulty is big, and the straight line duration is longer.
Therefore, exposed for a long time in base surface, multi-process is constructed, in the case of duration anxiety, after comprehensive weigh,
It often has to give up lid weight consolidation grouting, using the relatively poor naked rock consolidation grouting of grouting effect.
Utility model content
Based on this, it is necessary to provide a kind of lid refitting and put, have detachable, knockdown lid weight, lid refitting is put should
In consolidation grouting system, during to basement rock cementing operations, lid weight by filling rock mass is used as without reserving protective layer rock mass, it can
Before structural concrete pours, to being protected by rock mass surface is filled, working procedure is simple, and the construction time is short.
A kind of lid refitting is put, including being placed on basement rock to the counter-force component of basement rock offer extruding force and being erected at base
On rock and for counter-force component to be coordinated to provide the counter-force girder steel squeezed；Counter-force component includes elastic press, guide pipe and counter-force spiral shell
It is female；Elastic press is arranged on basement rock to compress basement rock；Counter-force girder steel is equipped with perforation, and elastic press is equipped with through-hole, leads
Perforation is penetrated to one end of pipe, the other end of guide pipe penetrates through-hole, and in the axial direction of guide pipe, guide pipe being capable of relative resilient
Briquetting is slided with counter-force girder steel, and the pressing plate for compressing elastic press is additionally provided on guide pipe；Counter-force nut is threadedly coupled with guide pipe
And with the bottom surface of counter-force girder steel against.
Further, guide pipe is divided into upper pipeline section and the lower tube section being connect with upper pipeline section by the pressing plate, and upper pipeline section penetrates
It perforates and is equipped with the external screw thread being connect with counter-force nut thread, lower tube section penetrates through-hole.
Further, the both ends of the counter-force girder steel, which are respectively perpendicular, is vertically provided with anchor pole, and anchor pole is used to be inserted into basement rock
By counter-force steel girder erection in the top of basement rock.
Further, the anchor pole and counter-force girder steel are detachably connected.
Further, the counter-force component further includes the backing plate being folded between pressing plate and elastic press.
Further, the quantity of the counter-force component is multiple, and multiple counter-force components prolong along the length of counter-force girder steel
Direction is stretched to arrange successively.
Further, between the elastic press of two neighboring counter-force component there is gap, elastic press is compressed in guide pipe
Afterwards, the deformation of elastic press is by gap-closing.
The utility model also provides a kind of consolidation grouting system for having lid weight, is reset including provisions for grouting and above-mentioned lid
It puts, the provisions for grouting includes the grouting drilling machine being mounted on counter-force girder steel, and the drilling rod for the drilling machine that is in the milk passes through guide pipe and basement rock
Contact.
Further, the provisions for grouting further includes agitator, grouting pump, send slurry pipe, return pipe and monitoring device, fills
For stock pump by the way that slurry pipe is sent to be connect with grouting drilling machine, grouting pump also send slurry pipe to be connect with agitator by another, and grouting drilling machine leads to
It crosses return pipe to connect with monitoring device, monitoring device is also connect by another return pipe with agitator.
The lid refitting of the utility model puts and has the consolidation grouting system of lid weight, wherein, it is simple that structural shape is put in lid refitting,
Lid is heavy detachably, can combine, adjustable lid weight power, is being applied to the consolidation grouting system of lid weight, it can be achieved that by filling rock
Body surface face forms closing, and can resist grouting with reference to reaction frame and lift pressure, realizes that lid is implemented with to exposed rock mass to be in the milk again,
It, can be to being protected and being mitigated rock mass relaxation, and easy to operate by filling face before structural concrete pours, construction period
It is short.
Description of the drawings
Fig. 1 is the structure diagram of the consolidation grouting system for having lid weight of the utility model；
Fig. 2 is the partial exploded view that the lid refitting in Fig. 1 is put；
Fig. 3 is the plan view that the lid refitting in Fig. 1 is put；
Fig. 4 is the schematic diagram of smooth the utility model bedrock surface in construction, closing and protection pneumatically placed concrete；
Fig. 5 drilled grout hole construction schematic diagrames in construction for the utility model.
Specific embodiment
In order to make the purpose of the utility model, technical solutions and advantages more clearly understood, below in conjunction with attached drawing and implementation
The present invention is further described in detail for example.It should be appreciated that specific embodiment described herein is only explaining this
Utility model is not used to limit the utility model.
Please refer to Fig.1-3, the consolidation grouting system provided by the utility model for having lid weight includes lid refitting and puts that (figure is not marked
Number), lid refitting is put to be provided the counter-force component of extruding force to basement rock and is erected on basement rock and is used for including being placed on basement rock
Counter-force component is coordinated to provide the counter-force girder steel 11 squeezed.
Wherein, counter-force component includes elastic press 4, guide pipe 5 and counter-force nut 10.Elastic press 4 is arranged on basement rock
For compressing basement rock.Counter-force girder steel 11 is equipped with perforation 12, and elastic press 4 is equipped with through-hole 402, and one end of guide pipe 5 penetrates
Perforation 12, the other end of guide pipe 5 penetrates through-hole 402.In the axial direction of guide pipe 5, guide pipe 5 being capable of relative resilient briquetting 4
It is slided with counter-force girder steel 11.The pressing plate 8 for compressing elastic press 4 is additionally provided on guide pipe 5.Counter-force nut 10 and 5 screw thread of guide pipe
Connection and with the bottom surface of counter-force girder steel 11 against.
In this way when rotating counterforce nut 10 makes counter-force nut 10 be moved up along guide pipe 5, counter-force nut 10 by
The limitation of counter-force girder steel 11 can not move, and since guide pipe 5 is threadedly coupled with counter-force nut 10, counter-force nut 10 can reaction
On guide pipe 5, move down guide pipe 5, when guide pipe 5 moves down, band dynamic pressure plate 8 moves down, and such pressing plate 8 squeezes
Compression elasticity briquetting 4 makes elastic press 4 compress basement rock.
It is understood that in the axial direction of guide pipe 5, guide pipe 5 can relative resilient briquetting 4 slided with counter-force girder steel 11
It is dynamic so that elastic press 4 can be removed with counter-force girder steel 11 from guide pipe 5, i.e. guide pipe 5 and elastic press 4 and counter-force
Girder steel 11 is detachably connected.
In the present embodiment, guide pipe 5 is divided into upper pipeline section 9 and the lower tube section 7 being connect with upper pipeline section 9, upper pipeline section by pressing plate 8
9 penetrate perforation 12 and equipped with the external screw thread being threadedly coupled with counter-force nut 10, and lower tube section 7 penetrates through-hole 402.The length of lower tube section 7
Degree must be less than the height of elastic press 4.
In the present embodiment, the both ends of counter-force girder steel 11, which are respectively perpendicular, is vertically provided with anchor pole 2, and anchor pole 2 is used to be inserted into base
Counter-force girder steel 11 is erected to the top of basement rock in rock.
In the present embodiment, anchor pole 2 and counter-force girder steel 11 are detachably connected, in order to set up counter-force girder steel 11.Specifically
Ground, counter-force girder steel 11 are equipped with the via 13 passed through for anchor pole 2, and anchor pole 2 passes through the via 13 on counter-force girder steel 11, and anchor pole 2
On be threaded with the top surface of counter-force girder steel 11 against stop nut 3, the stop nut 3 can limit counter-force girder steel 11 to
Upper movement.When specifically setting up counter-force girder steel 11, first anchor pole 2 can be inserted into basement rock, then anchor pole 2 is from counter-force girder steel 11
Via 13 be pierced by, then stop nut 3 is threaded on anchor pole 2, and stop nut 3 and the top surface of counter-force girder steel 11 are supported
It leans on, counter-force girder steel 11 is clipped between stop nut 3 and counter-force nut 10 at this time, and counter-force girder steel 11 is fixed, if necessary to adjust
Whole counter-force girder steel 11 can adjust counter-force girder steel 11 by operating stop nut 3 and counter-force nut 10 simultaneously.In this implementation
In example, the thread segment being threadedly coupled with stop nut 3 is also equipped on anchor pole 2, the length of thread segment can carry out as needed
Adjustment.
In the present embodiment, counter-force component further includes the backing plate 6 being folded between pressing plate 8 and elastic press 4, i.e., at this
In embodiment, pressing plate 8 compresses elastic press 4 by backing plate 6, and backing plate 6 is set between pressing plate 8 and elastic press 4, can be played
Prevent from loosening and wear the effect of elastic press 4.Certainly, in other embodiments, counter-force component can not also include backing plate
6, pressing plate 8 is compressed elastic press 4 by directly being contacted with elastic press 4.
In the present embodiment, the quantity of counter-force component is multiple, and multiple counter-force components are along the length of counter-force girder steel 11
Extending direction is arranged successively.
Normal conditions can have gap between the elastic press 4 of two neighboring counter-force component, and elastic pressure is compressed in guide pipe 5
After block 4, elastic press 4 generates deformation, makes gap-closing, does not form spillage channel.
In the present embodiment, elastic press 4 includes being arranged on rectangular portion 42 on basement rock and upward from 42 top surface of rectangular portion
The tapered portion 44 extended to form, 44 diameter of tapered portion taper on the direction far from rectangular portion 42, are arranged such so that lead
When compressing elastic press 4 to pipe 5, the deformation at 4 top of elastic press will not avoid 4 top of elastic press quickly by gap filling
Quickly by gap filling, the problem of influencing 5 elasticity of compression briquetting 4 of guide pipe.
As shown in figure 4, in the utility model consolidation grouting system, it can be multiple that lid refitting, which is put, and multiple lid refittings are put
The width extending direction of counter-force girder steel 11 is intervally arranged.
It is understood that the consolidation grouting system for having lid weight of the utility model further includes provisions for grouting, (figure is not marked
Number), which is the prior art, which drills to basement rock to form grout hole 16, pass through simultaneously by guide pipe 5
Grout hole 16 is in the milk to rock mass.
Specifically, incorporated by reference to Fig. 5, provisions for grouting includes the grouting drilling machine 14 being mounted on counter-force girder steel 11, and be in the milk drilling machine
14 drilling rod 15 is contacted across guide pipe 5 with basement rock.
The provisions for grouting of the utility model further includes agitator 18, grouting pump 19, send slurry pipe 20, return pipe 21 and monitoring
Equipment 22, for grouting pump 19 by the way that slurry pipe 20 is sent to be connect with grouting drilling machine 14, grouting pump 19 also send slurry pipe 20 with stirring by another
It mixes bucket 18 to connect, grouting drilling machine 14 is connect by return pipe 21 with monitoring device 22, and monitoring device 22 also passes through another overfall
Pipe 21 is connect with agitator 18.It should be noted that each building block of provisions for grouting its work original in the utility model
Manage same as the prior art, details are not described herein.
In the above-described embodiments, guide pipe 5 is steel pipe, and elastic press 4 is rubber block, and backing plate 6 is billet.
It needs what is further illustrated, when being in the milk using the consolidation grouting system for having lid weight of the utility model to basement rock, needs
Will first pneumatically placed concrete 1 is closed on basement rock, then counter-force girder steel 11 is erected on basement rock again, is worn especially by anchor pole 2
Concrete 1 is crossed to be inserted into basement rock.
The utility model also provide it is a kind of have lid weight consolidation grouting system grouting method, it is characterised in that including with
Lower step：
A. to being carried out smooth and clear base operation by the scar of filling basement rock.The step specifically includes：By protrusion, loosen sillar,
Scum silica frost, ponding are cleaned out.
B. pneumatically placed concrete by the scar of filling basement rock to being closed.The step specifically includes the rock mass for cranny development,
Rock mass external crack is once closed such as epoxy resin mortar using packing material, then pneumatically placed concrete carries out closed for second time；
For general rock mass can directly pneumatically placed concrete close；In the case of necessary, shotcrete with mesh can also be used to close.
Pneumatically placed concrete filling is closely knit, not there are cavity, and ensures smooth.
C. grout hole position is laid.The step specifically includes, and construction personnel lays the hole position of grout hole according to design drawing
On the basement rock closed through pneumatically placed concrete.
D. lid refitting is set up to put.The step specifically includes, and the hole position of anchor pole 2 is laid, 4 size selection of elastic press, according to
Lay the position of elastic press 4 in the hole position of grout hole 16, it is ensured that the through-hole 402 on elastic press 4 is aligned with grout hole 16；Construction
Anchor pole 2；Elastic press 4, pressing plate 8, guide pipe 5, counter-force nut 10, counter-force girder steel 11 and stop nut 3 are installed successively.Its
In, the lower tube section 7 of guide pipe 5 passes through backing plate 6 to be inserted into the through-hole 402 of elastic press 4, and counter-force nut 10 is threaded in guiding
On the upper pipeline section 9 of pipe 5, upper pipeline section 9 is then passed through the perforation 12 of counter-force girder steel 11, and anchor pole 2 passes through the via 13 of counter-force girder steel 11, limit
The top screw connection of position nut 3 and anchor pole 2, and be tightened.
E. upward precession counter-force nut 10, moves down guide pipe 5, gradually compression elasticity briquetting 4, until setting lid weight power, and
Ensure that gap is closed between elastic press 4 and elastic press 4.
F., provisions for grouting is installed.The step specifically includes, and grouting drilling machine 14 is mounted on counter-force girder steel 11, and be in the milk drilling machine
14 drilling rod 15 is contacted across guide pipe 5 with basement rock, after grouting drilling machine 14 is installed in place, installs agitator 18, grouting pump 19, prison
Measurement equipment 22 send slurry pipe 20 and return pipe 21, then carries out 16 drilling construction of grout hole, finally carries out grouting construction, if carrying out
When complete opening section is in the milk, stop grouting plug 17 is positioned over the intersection of basement rock and elastic press 4, if carry out packer grouting, stop grouting plug 17
It is positioned at broken charges, the installation process of stop grouting plug 17 is the prior art, and details are not described herein.
G. after the completion of grouting construction, provisions for grouting is removed.The step further comprises：If it needs not continue to apply lid weight
Power is poured up to later stage structural concrete, then can remove lid refitting and put, and is put into other grouting regions and is used.If desired it is continuously applied
Lid weight power is then faced before structural concrete pours, dismounting lid weight in the later stage.
H. before structural concrete pours, depending on whether having the needs protected on bedrock surface and the feelings for whether influencing structure
Condition, it is determined whether cut pneumatically placed concrete or shotcrete with mesh 1.
The lid refitting of the utility model puts and has the consolidation grouting system of lid weight, wherein, it is simple that structural shape is put in lid refitting,
Lid is heavy detachably, can combine, adjustable lid weight power, is being applied to the consolidation grouting system of lid weight, it can be achieved that by filling rock
Body surface face forms closing, and can resist grouting with reference to reaction frame and lift pressure, realizes that lid is implemented with to exposed rock mass to be in the milk again,
Before structural concrete pours, it can be applied to being protected and being mitigated rock mass relaxation, and easy to operate by rock mass surface is filled
The work period is short.
Each technical characteristic of embodiment described above can be combined arbitrarily, to make description succinct, not to above-mentioned reality
It applies all possible combination of each technical characteristic in example to be all described, as long as however, the combination of these technical characteristics is not deposited
In contradiction, it is all considered to be the range of this specification record.
Embodiment described above only expresses the several embodiments of the utility model, and description is more specific and detailed,
But therefore it can not be interpreted as the limitation to utility model patent range.It should be pointed out that the common skill for this field
For art personnel, without departing from the concept of the premise utility, various modifications and improvements can be made, these are belonged to
The scope of protection of the utility model.Therefore, the protection domain of the utility model patent should be determined by the appended claims.
Claims (9)
1. it is a kind of lid refitting put, which is characterized in that including be placed on basement rock to basement rock provide extruding force counter-force component and
It is erected on basement rock and for counter-force component to be coordinated to provide the counter-force girder steel (11) squeezed；Counter-force component include elastic press (4),
Guide pipe (5) and counter-force nut (10)；Elastic press (4) is arranged on basement rock to compress basement rock；Counter-force girder steel is set on (11)
There is perforation (12), elastic press (4) is equipped with through-hole (402), and one end of guide pipe (5) penetrates perforation (12), guide pipe (5)
The other end penetrates through-hole (402), and in the axial direction of guide pipe (5), guide pipe (5) being capable of relative resilient briquetting (4) and counter-force steel
Beam (11) slides, and the pressing plate (8) for compressing elastic press (4) is additionally provided on guide pipe (5)；Counter-force nut (10) and guide pipe (5)
Be threadedly coupled and with the bottom surface of counter-force girder steel (11) against.
2. lid refitting according to claim 1 is put, which is characterized in that guide pipe (5) is divided into upper pipeline section by the pressing plate (8)
(9) and with upper pipeline section (9) lower tube section (7) connecting, upper pipeline section (9) penetrate perforation (12) and are equipped with and counter-force nut (10) screw thread
The external screw thread of connection, lower tube section (7) penetrate through-hole (402).
3. it is according to claim 1 lid refitting put, which is characterized in that the both ends of the counter-force girder steel (11) be respectively perpendicular to
Anchor pole (2) is arranged with, counter-force girder steel (11) is erected at the top of basement rock for being inserted into basement rock by anchor pole (2).
4. lid refitting according to claim 3 is put, which is characterized in that the anchor pole (2) is detachable with counter-force girder steel (11)
Ground connects.
5. lid refitting according to claim 1 is put, which is characterized in that the counter-force component, which further includes, is folded in pressing plate (8)
And the backing plate (6) between elastic press (4).
6. lid refitting according to claim 1 is put, which is characterized in that the quantity of the counter-force component is multiple and multiple
Counter-force component is arranged successively along the length extending direction of counter-force girder steel (11).
7. it is according to claim 6 lid refitting put, which is characterized in that the elastic press (4) of two neighboring counter-force component it
Between there is gap, after guide pipe (5) compresses elastic press (4), the deformation of elastic press (4) is by gap-closing.
8. a kind of consolidation grouting system for having lid weight, including provisions for grouting, which is characterized in that further include claim 1-7 such as and appoint
Lid refitting described in meaning one is put, and the provisions for grouting includes the grouting drilling machine (14) being mounted on counter-force girder steel (11), grouting
The drilling rod (15) of drilling machine (14) penetrates guide pipe (5) and is contacted with basement rock.
9. the consolidation grouting system according to claim 8 for having lid weight, which is characterized in that the provisions for grouting, which further includes, to be stirred
It mixes bucket (18), grouting pump (19), send slurry pipe (20), return pipe (21) and monitoring device (22), grouting pump (19) is by sending slurry
Pipe (20) is connect with grouting drilling machine (14), and grouting pump (19) also send slurry pipe (20) to be connect with agitator (18) by another, is filled
Slurry drilling machine (14) is connect by return pipe (21) with monitoring device (22), and monitoring device (22) also passes through another return pipe (21)
It is connect with agitator (18).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201721434199.4U CN207525753U (en) | 2017-10-31 | 2017-10-31 | Lid refitting puts and has the consolidation grouting system of lid weight |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201721434199.4U CN207525753U (en) | 2017-10-31 | 2017-10-31 | Lid refitting puts and has the consolidation grouting system of lid weight |
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| Publication Number | Publication Date |
|---|---|
| CN207525753U true CN207525753U (en) | 2018-06-22 |
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ID=62571949
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201721434199.4U Active CN207525753U (en) | 2017-10-31 | 2017-10-31 | Lid refitting puts and has the consolidation grouting system of lid weight |
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Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107882036A (en) * | 2017-10-31 | 2018-04-06 | 中国电建集团华东勘测设计院有限公司 | The consolidation grouting system and grouting method of lid weight are put, had in lid refitting |
-
2017
- 2017-10-31 CN CN201721434199.4U patent/CN207525753U/en active Active
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107882036A (en) * | 2017-10-31 | 2018-04-06 | 中国电建集团华东勘测设计院有限公司 | The consolidation grouting system and grouting method of lid weight are put, had in lid refitting |
| CN107882036B (en) * | 2017-10-31 | 2023-12-05 | 中国电建集团华东勘测设计研究院有限公司 | Cover weight device, consolidation grouting system with cover weight and grouting method |
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