CN106968280A - Brush wall method and its device before the ground-connecting-wall slotted eye borehole cleaning of Muddy Bottoms burning into sand stratum - Google Patents
Brush wall method and its device before the ground-connecting-wall slotted eye borehole cleaning of Muddy Bottoms burning into sand stratum Download PDFInfo
- Publication number
- CN106968280A CN106968280A CN201710210223.4A CN201710210223A CN106968280A CN 106968280 A CN106968280 A CN 106968280A CN 201710210223 A CN201710210223 A CN 201710210223A CN 106968280 A CN106968280 A CN 106968280A
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- wall
- shaped steel
- bucket
- groove
- ground
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- 238000000034 method Methods 0.000 title claims abstract description 45
- 239000004576 sand Substances 0.000 title claims abstract description 30
- 238000004140 cleaning Methods 0.000 title claims abstract description 16
- 229910000831 Steel Inorganic materials 0.000 claims abstract description 133
- 239000010959 steel Substances 0.000 claims abstract description 133
- 210000004210 tooth component Anatomy 0.000 claims abstract description 38
- 239000000945 filler Substances 0.000 claims abstract description 37
- 238000010276 construction Methods 0.000 claims abstract description 28
- 230000002787 reinforcement Effects 0.000 claims abstract description 9
- 238000005201 scrubbing Methods 0.000 claims description 6
- 230000000694 effects Effects 0.000 abstract description 6
- 238000005406 washing Methods 0.000 abstract description 5
- 238000010586 diagram Methods 0.000 description 2
- 239000006260 foam Substances 0.000 description 2
- 238000003908 quality control method Methods 0.000 description 2
- 230000000717 retained effect Effects 0.000 description 2
- 238000003466 welding Methods 0.000 description 2
- 102000010637 Aquaporins Human genes 0.000 description 1
- 108010063290 Aquaporins Proteins 0.000 description 1
- 238000009412 basement excavation Methods 0.000 description 1
- 238000005452 bending Methods 0.000 description 1
- 210000002421 cell wall Anatomy 0.000 description 1
- 230000015271 coagulation Effects 0.000 description 1
- 238000005345 coagulation Methods 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 238000009415 formwork Methods 0.000 description 1
- 230000005484 gravity Effects 0.000 description 1
- 210000001503 joint Anatomy 0.000 description 1
- 239000000203 mixture Substances 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 239000011435 rock Substances 0.000 description 1
- 239000002689 soil Substances 0.000 description 1
- 239000007787 solid Substances 0.000 description 1
Classifications
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02F—DREDGING; SOIL-SHIFTING
- E02F5/00—Dredgers or soil-shifting machines for special purposes
- E02F5/02—Dredgers or soil-shifting machines for special purposes for digging trenches or ditches
- E02F5/025—Dredgers or soil-shifting machines for special purposes for digging trenches or ditches with scraper-buckets, dippers or shovels
-
- 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
- E02D5/20—Bulkheads or similar walls made of prefabricated parts and concrete, including reinforced concrete, in situ
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02F—DREDGING; SOIL-SHIFTING
- E02F5/00—Dredgers or soil-shifting machines for special purposes
- E02F5/02—Dredgers or soil-shifting machines for special purposes for digging trenches or ditches
- E02F5/14—Component parts for trench excavators, e.g. indicating devices travelling gear chassis, supports, skids
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02F—DREDGING; SOIL-SHIFTING
- E02F9/00—Component parts of dredgers or soil-shifting machines, not restricted to one of the kinds covered by groups E02F3/00 - E02F7/00
- E02F9/28—Small metalwork for digging elements, e.g. teeth scraper bits
- E02F9/2808—Teeth
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02F—DREDGING; SOIL-SHIFTING
- E02F9/00—Component parts of dredgers or soil-shifting machines, not restricted to one of the kinds covered by groups E02F3/00 - E02F7/00
- E02F9/28—Small metalwork for digging elements, e.g. teeth scraper bits
- E02F9/2808—Teeth
- E02F9/2858—Teeth characterised by shape
Landscapes
- Engineering & Computer Science (AREA)
- Mining & Mineral Resources (AREA)
- Structural Engineering (AREA)
- Civil Engineering (AREA)
- General Engineering & Computer Science (AREA)
- Mechanical Engineering (AREA)
- Life Sciences & Earth Sciences (AREA)
- General Life Sciences & Earth Sciences (AREA)
- Paleontology (AREA)
- Bulkheads Adapted To Foundation Construction (AREA)
Abstract
The invention discloses a kind of brush wall method before Muddy Bottoms burning into sand stratum ground-connecting-wall slotted eye borehole cleaning, including：Form a phase groove slotted eye of ground-connecting-wall；I-steel is formed into I-shaped steel joint with being set under steel reinforcement cage in a phase groove slotted eye, filler is filled out in the opposite side of I-shaped steel joint, a phase groove groove section of ground-connecting-wall is formed；Chute forming machine removes the filler of I-shaped steel joint opposite side by the bucket tooth component installed in grab bucket, and forms the second stage of groove slotted eye of ground-connecting-wall；In the grab bucket that terminal bruss is arranged on to bucket tooth component side, chute forming machine carries out brush wall cleaning by the terminal bruss in its grab bucket to the opposite side of I-shaped steel joint.The method of the present invention, the filler at I-shaped steel joint is removed totally, the lateral pressure when joint is scrubbed is big, improve washing effect, it is ensured that the quality of connection of seam crossing, effectively prevent ground-connecting-wall leakage scenarios from occurring, other equipment allocating time is saved, shortens the construction period；In addition, the present invention also provides a kind of device for the above method.
Description
Technical field
Before Hydraulic and Hydro-Power Engineering field, more particularly to a kind of Muddy Bottoms burning into sand stratum ground-connecting-wall slotted eye borehole cleaning
Brush wall method and its device.
Background technology
When carrying out the construction of concrete ground-connecting-wall, to be divided into the individually pore-creating grooving of several grooves section, coagulation is then poured respectively
Soil connects one of concrete ground-connecting-wall of composition into wall, the ground-connecting-wall of multiple groove sections, and two groove section contact positions are ground-connecting-wall
Seam.The seam of concrete ground-connecting-wall is seepage capability most weak position.Especially for stream plastic state Muddy Bottoms burning into sand stratum
For, when carrying out the construction of concrete ground-connecting-wall, i.e., to ensure cell wall stability during construction, so as to ground-connecting-wall grooving process bracket groove
Wall will not cave in, and more should be noted the leakage problems of adjacent slot section seam crossing, will more than design if seam crossing leakage is bigger than normal
Ask, the safety of entail dangers to ground-connecting-wall, and influence the duration of subsequent construction.
Wherein, ground-connecting-wall, which produces bad seam, many reasons, and it is not thoroughly one of reason that joint, which is scrubbed,.Wall section joint
Scrub not thorough, adjacent slot section ground-connecting-wall seam crossing is still had filler or folder mud, cause adjacent slot section ground-connecting-wall to combine not tight
It is close, space, cavity are formed in seam so that seam areas easily forms seepage aquaporin.Therefore, concrete joint quality
Control is the key of seepage control project success or failure, and the quality control that joint is scrubbed is significant.
On the one hand, due to generally using I-shaped steel joint in the construction of modern foundation pit enclosure structure ground-connecting-wall, I-steel connects
The head back side need to be filled thing (foam) filling, and concrete is caused around entering in I-shaped steel joint during preventing filling concrete
The second stage of groove can not construct.Because the width of I-shaped steel joint is less than ground-connecting-wall width, connected with carrying out using conventional cutting method
During wall trenching construction, the grab bucket of chute forming machine cannot be introduced into the I-shaped steel joint back side, and causing can not filling out the I-shaped steel joint back side
Fill thing and grab the situation that broken, filler remains in the inside grooves at the I-shaped steel joint back side so that subsequently to I-shaped steel joint
During scrub, it is impossible to scrub clean the I-shaped steel joint back side so that in future Excavation Process, the I-shaped of ground-connecting-wall
There is Seepage, influence ground-connecting-wall safety and construction speed in steel joint.
In addition, in the prior art, ground-connecting-wall joint scrubs general using the progress joint scrub of circular steel wire brush, scrubs process
Middle use crane or percussive drill steel wire rope sling wire brush, are put on by wire brush gravity pressure living above and below concrete joint
Dynamic wire brush carries out joint scrub.
When being constructed using the above method, it is necessary to be equipped with a crane or percussive drill lifting scrubbing tool carry out scrub apply
Work, the lateral pressure that joint scrub relies primarily on wire brush deadweight acts on progress on joint wall, because terminal bruss is lightweight, side pressure
Power is small, so washing effect is poor, easily causes ground-connecting-wall and produces bad seam；In addition, equipment scheduling arrangement is often constructed by other
The influence of process and scrub construction can not be carried out in time, easily cause and stop waiting delay, influence whole construction period, and if increase is set
Standby input, then can increase engineering cost, and cost is high.
The content of the invention
The purpose of the present invention is exactly that there is provided a kind of Muddy Bottoms burning into sand stratum in order to overcome the problem of above-mentioned prior art is present
Brush wall method before ground-connecting-wall slotted eye borehole cleaning, the filler at I-shaped steel joint can be removed totally, scrub and construct in joint
When, the lateral pressure scrubbed at terminal bruss abutment joint is big, improves joint washing effect, it is ensured that the connection between seam crossing adjacent slot section
Quality, effectively prevents ground-connecting-wall leakage scenarios from occurring, and saves other equipment allocating time, shortens the construction period；In addition,
The present invention also provides a kind of device for the above method.
In order to realize the above-mentioned purpose of the present invention, one aspect of the present invention provides a kind of Muddy Bottoms burning into sand stratum ground-connecting-wall slotted eye
Brush wall method before borehole cleaning, including：
Grab bucket of the chute forming machine by being provided with the first bucket tooth thereon carries out trenching construction to Muddy Bottoms burning into sand stratum, forms ground
Connect a phase groove slotted eye of wall；
After a phase groove slotted eye is formed, by I-steel with being set under steel reinforcement cage in a phase groove slotted eye, to form I-shaped
Steel joint, and the side one phase groove of direction of I-shaped steel joint；Filler is filled out in the opposite side of I-shaped steel joint, and by concrete
In the slotted eye for being poured into a phase groove, a phase groove groove section of ground-connecting-wall is formed；
After the phase groove groove section for forming ground-connecting-wall, the bucket tooth component for removing I-shaped steel joint opposite side filler is utilized
The first bucket tooth in one grab bucket of chute forming machine is displaced, chute forming machine removes I-shaped steel joint by the bucket tooth component installed in grab bucket
The filler of opposite side, and form the second stage of groove groove of ground-connecting-wall on the Muddy Bottoms burning into sand stratum for being close to I-shaped steel joint opposite side
Hole；
Formed after the second stage of groove slotted eye, bucket tooth group will be arranged on for the terminal bruss for scrubbing I-shaped steel joint opposite side filler
In the grab bucket of part side, chute forming machine is brushed by the terminal bruss in its grab bucket to the opposite side of I-shaped steel joint
Wall is cleaned.
Wherein, after the phase groove groove section for forming ground-connecting-wall, on the Muddy Bottoms burning into sand stratum for being close to I-shaped steel joint opposite side
Forming the second stage of groove slotted eye of ground-connecting-wall includes：
A grab bucket of one phase of the direction groove groove section installed in chute forming machine is displaced using the bucket tooth component with crotch tooth
On the first bucket tooth；
The grab bucket of bucket tooth component will be installed towards the I-shaped steel joint, and the crotch tooth of bucket tooth component is close to work
The opposite side of word steel joint；
Chute forming machine works, and drives the bucket tooth component being arranged in grab bucket to grab the filling of the broken I-shaped steel joint opposite side
Thing, to form the second stage of groove slotted eye of ground-connecting-wall on the Muddy Bottoms burning into sand stratum for being close to I-shaped steel joint opposite side.
Wherein, making the crotch tooth of bucket tooth component, to be close to the opposite side of I-shaped steel joint be by by the crotch of bucket tooth component
Tooth is placed in the method in the groove of the I-shaped steel joint opposite side.
Wherein, the crotch tooth of bucket tooth component is placed in the groove of the I-shaped steel joint opposite side includes：
It will be close on the outside of the vertical section of crotch tooth on the side wall of I-shaped steel joint opposite side；
In the groove that the horizontal segment of crotch tooth is placed in I-shaped steel joint opposite side.
Wherein, the width of the crotch tooth is adapted with the width of the I-shaped steel joint.
Wherein, the terminal bruss includes：Brush holder；The wire brush that its one end is fixed on brush holder；Wherein, opened on the brush holder
If through hole or screwed hole.
Or, the terminal bruss includes：Brush holder；The wire brush that its one end is fixed on brush holder；Company on brush holder
Fishplate bar；Wherein, through hole or screwed hole are opened up on the connecting plate.
Wherein, bucket tooth component side will be arranged on for the terminal bruss for scrubbing I-shaped steel joint opposite side filler
It is that terminal bruss is detachably connected with grab bucket by steel brush connection component in grab bucket.
It is preferred that, the steel brush connection component is bolt connection assembly.
In addition, the present invention also provides a kind of for brush wall before ground-connecting-wall slotted eye borehole cleaning in Muddy Bottoms burning into sand stratum as described above
The device of method.
Compared with prior art, the brush wall method and its dress before Muddy Bottoms burning into sand stratum ground-connecting-wall slotted eye borehole cleaning of the invention
Put and have the advantages that：
1st, the brush wall method of the embodiment of the present invention, terminal bruss is arranged in the grab bucket of chute forming machine and carries out terminal bruss and washes and apply
Work, for being scrubbed compared to traditional jointing, can increase the lateral pressure scrubbed at terminal bruss abutment joint, improve joint washing effect,
Ensure the quality of connection between seam crossing adjacent slot section, effectively prevent ground-connecting-wall leakage scenarios from occurring.
2nd, the brush wall method of the embodiment of the present invention, terminal bruss is directly installed in the grab bucket of chute forming machine, reduces other and set
The use of standby (such as crane, loading machine), saves equipment leasing and operating cost.
3rd, the brush wall method of the embodiment of the present invention, joint can be carried out after the completion of grooving and scrubs construction, other are saved
The equipment calls time, shorten the construction period.
4th, the brush wall method of the embodiment of the present invention, improves construction quality, shortens the construction period, have to sundry item
Good reference, promotion prospect is wide.
5th, the brush wall device of the embodiment of the present invention, using connection component connection, connection between terminal bruss and chute forming machine grab bucket
Simplicity, saves the time, improves efficiency.
6th, the brush wall device of the embodiment of the present invention, the bucket tooth group with crotch tooth is installed in a grab bucket of chute forming machine
Part, crotch tooth can extend into the inside grooves of ground-connecting-wall I-shaped steel joint, will be filled in the filler inside I-shaped steel joint
Grab broken so that filler can completely be scrubbed clean when subsequently being scrubbed to I-shaped steel joint, be easy to the second stage of groove of ground-connecting-wall
Construction and steel reinforcement cage are divided into, and due to filler will not be retained at ground-connecting-wall I-shaped steel joint, so that joint is not in
Seepage, improves construction quality.
Brief description of the drawings
Fig. 1 is that the terminal bruss of the first structure of the present invention is arranged on the partial structural diagram on chute forming machine；
Fig. 2 is the front view of the terminal bruss of the first structure of the present invention；
Fig. 3 is the right view of terminal bruss shown in Fig. 2；
Fig. 4 is the front view of the terminal bruss of second of structure of the present invention；
Fig. 5 is the right view of terminal bruss shown in Fig. 4；
Fig. 6 is the top view of terminal bruss shown in Fig. 4；
Fig. 7 is the structural representation that bucket tooth component is arranged in chute forming machine grab bucket；
Fig. 8 is ground-connecting-wall one, the sectional drawing of the second stage of groove section handled using apparatus of the present invention.
Fig. 9 is the flow chart of the brush wall method before ground-connecting-wall slotted eye borehole cleaning in Muddy Bottoms burning into sand stratum of the present invention；
Figure 10 is the overall width schematic diagram that multiple curved hooks are used in apparatus of the present invention.
Embodiment
As shown in figure 9, the stream of the brush wall method before the Muddy Bottoms burning into sand stratum ground-connecting-wall slotted eye borehole cleaning provided for the present invention
Cheng Tu, as seen from the figure, brush wall method of the invention comprise the following steps：
Grab bucket of the chute forming machine by being provided with the first bucket tooth thereon carries out trenching construction to Muddy Bottoms burning into sand stratum, forms ground
Connect a phase groove slotted eye 11 of wall；
After a phase groove slotted eye 11 is formed, by I-steel with being set under steel reinforcement cage in a phase groove slotted eye, to form work
Word steel joint 10, and the side one phase groove of direction of I-shaped steel joint 10；
Filler 8 is filled out in the opposite side of I-shaped steel joint 10, and concrete is poured into the slotted eye of a phase groove, is formed
One phase groove groove section of ground-connecting-wall；
After the phase groove groove section for forming ground-connecting-wall, the bucket tooth for removing the opposite side filler 8 of I-shaped steel joint 10 is utilized
Component displaces the first bucket tooth in one grab bucket of chute forming machine, and chute forming machine removes I-steel by the bucket tooth component installed in grab bucket
The filler 8 of the opposite side of joint 10, and form ground-connecting-wall on the Muddy Bottoms burning into sand stratum for being close to the opposite side of I-shaped steel joint 10
The second stage of groove slotted eye 9；
Formed after the second stage of groove slotted eye 9, bucket will be arranged on for the terminal bruss for scrubbing the opposite side filler 8 of I-shaped steel joint 10
In the grab bucket of tooth assembly side, chute forming machine passes through opposite side of the terminal bruss in its grab bucket to I-shaped steel joint 10
Carry out brush wall cleaning.
Wherein, Muddy Bottoms burning into sand stratum of the invention refers to compressibility height, low intensity, is also easy to produce wriggling, country rock without from surely
The stratum of ability.
In ground-connecting-wall work progress is carried out to Muddy Bottoms burning into sand stratum, the seam crossing of adjacent slot section need to be scrubbed,
For prevent seam crossing filler 8 can not fully erased, terminal bruss do not wash clean situation, the present invention uses following brush wall side
Method.
Step S01,
The first bucket tooth (the is respectively mounted on the outside of a pair of grippers of chute forming machine (such as the hydraulic grooving machine using prior art)
One bucket tooth can use the first bucket tooth of prior art), chute forming machine work drives the first bucket installed on a pair of grippers and gripper
Tooth carries out trenching construction to Muddy Bottoms burning into sand stratum, to form a phase groove slotted eye 11 of ground-connecting-wall.
Step S02,
After the slotted eye of a phase groove is formed by chute forming machine, I-steel is placed in the two ends of steel reinforcement cage, with steel reinforcement cage
Under be set in a phase groove slotted eye 11, so as between the two ends of the width of a phase groove slotted eye 11 formed joint (i.e. I-steel connects
First 10, as shown in Figure 8), and make side (such as front) one phase groove slotted eye 11 of direction of I-shaped steel joint 10.The I-shaped steel joint 10
Structure can use prior art structure, its structure is not described herein.
Step S03,
After I-shaped steel joint 10 is placed in one phase of ground-connecting-wall groove slotted eye 11, in the opposite side of I-shaped steel joint 10
(such as back side) fills out filler 8 (as shown in Figure 8), and concrete is poured into the slotted eye of a phase groove, forms the one of ground-connecting-wall
Phase groove groove section.Wherein, filler 8 is filled out in the opposite side of I-shaped steel joint 10, can prevents from pouring into a phase groove slotted eye 11
During noting concrete, concrete makes the second stage of groove not construct around the opposite side for entering I-shaped steel joint 10.Wherein, it is of the invention
Filler 8 can use foam.
Step S04,
After a phase groove groove section of ground-connecting-wall is formed, it is being close to the Muddy Bottoms burning into sand stratum shape of the opposite side of I-shaped steel joint 10
Into the second stage of groove slotted eye 9 of ground-connecting-wall, including：
First, one that one phase of the direction groove groove section installed in chute forming machine is displaced using the bucket tooth component with crotch tooth
The first bucket tooth in grab bucket.
Then, this for being provided with bucket tooth component is grabbed bucket towards I-shaped steel joint 10, and makes the crotch tooth of bucket tooth component
It is close to the opposite side of I-shaped steel joint 10, and the opposite side for making crotch tooth be close to I-shaped steel joint 10 is by by bucket tooth group
The crotch tooth of part is placed in the method in the groove of the opposite side of I-shaped steel joint 10, i.e. will be close on the outside of the vertical section of crotch tooth
On the side wall of the opposite side of I-shaped steel joint 10, the horizontal segment of crotch tooth is placed in the groove of the opposite side of I-shaped steel joint 10
It is interior.
During design, the width of crotch tooth should be made to be adapted with the width of I-shaped steel joint 10, so as to the horizontal segment of crotch tooth
In the groove that the opposite side of I-shaped steel joint 10 can be embedded in, the filler 8 of the opposite side of I-shaped steel joint 10 is crushed completely.
Finally, chute forming machine works, and drives the bucket tooth component being arranged in grab bucket to grab filling out for the broken opposite side of I-shaped steel joint 10
Thing 8 is filled, under the collective effect of bucket tooth component and the first bucket tooth of opposite side, the ground-connecting-wall second phase is carried out to Muddy Bottoms burning into sand stratum
The trenching construction of groove, to form the second stage of groove groove of ground-connecting-wall on the Muddy Bottoms burning into sand stratum for being close to the opposite side of I-shaped steel joint 10
Hole 9.
Step S05,
After the second stage of groove slotted eye 9 for forming ground-connecting-wall, erection joint brush in the grab bucket of bucket tooth component is installed in chute forming machine,
To carry out brush wall cleaning to the opposite side of I-shaped steel joint 10 using the terminal bruss on chute forming machine.
Before joint scrub is carried out, terminal bruss is fixed on the side wall of grab bucket by reserved through hole or bolt hole, Gu
Regularly, terminal bruss and grab bucket fixation should be made.During scrub, the bristle of terminal bruss is alignedly connected to the hole of wall chase section seam crossing
Wall, then grabs bucket toward the phase groove groove section side movement 30-40cm (i.e. towards movement at I-shaped steel joint) poured, to ensure
The lateral pressure of terminal bruss butt joint hole wall during scrub.During scrub, the grab bucket of up and down chute forming machine should be segmented to I-shaped
Steel joint is scrubbed, until I-shaped steel joint on without filler and/or spare, joint drift be not further added by for
Only.
And after being cleaned to the second stage of groove slotted eye brush wall, subsequent handling processing is carried out to the second stage of groove slotted eye, such as I-steel is connect
Head is placed at the groove tail of the second stage of groove slotted eye, then filler is filled out in the opposite side of I-shaped steel joint, then in the second stage of groove groove
Steel reinforcement cage is transferred in hole, then concrete is poured into the slotted eye of the second stage of groove ..., repeated the above steps, until each groove section is applied
Work is finished, and forms overall ground-connecting-wall.
The present invention also provides the device for the above method in addition to providing above-mentioned brush wall method, as shown in figure 1,
The structural representation of the brush wall device provided for the present invention.As shown in Figure 1, brush wall device of the invention includes：Chute forming machine, has
A pair of grab buckets；First bucket tooth 2 in an outside of grab bucket 1 in a pair of grab buckets；Installed in a pair of grab bucket in another
First bucket tooth or bucket tooth component (as shown in Figure 7) in the outside of grab bucket 3；For a pair of joint scrubbed to ground-connecting-wall seam crossing
Brush 6；Steel brush connection component for any one terminal bruss 6 to be removably mounted to any one outside of grab bucket 3 of chute forming machine；Wherein,
Terminal bruss 6 is located at the top of the first bucket tooth or bucket tooth component.
Specifically, as shown in Fig. 2-Fig. 6, terminal bruss 6 of the invention can use following structure, including：Brush holder 61；One
Hold the wire brush 63 being fixed on brush holder 61；Wherein, through hole 64 or screwed hole are directly opened up on brush holder 61.
Or, in order to improve the bonding strength between terminal bruss 6 and grab bucket, terminal bruss 6 of the invention can also be using such as
Lower structure, including：Brush holder 61；The wire brush 63 that its one end is fixed on brush holder 63；Connecting plate 62 on brush holder 61；Its
In, through hole 64 or screwed hole are opened up on connecting plate 62.
Wherein, terminal bruss of the invention is removably mounted at any one outside of grab bucket 3 of chute forming machine by steel brush connection component,
The steel brush connection component can use screw bolt and nut, it would however also be possible to employ pin.Accordingly, chute forming machine any one grab bucket
Outside opens up the through hole 41 or screwed hole for matching with the through hole 64 on terminal bruss 6.
Wherein, the brush holder 61 of inventive joint brush 6 can be curved arc (as Figure 4-Figure 6), wire brush
Arcuately plate radial direction extends outwardly 63 bristle, and is closed at the opening of arc using connecting plate 62, and connecting plate 62
Arc is stretched out in, and opens up on the part for stretch out in arc through hole 64.Or, brush holder 61 can also be rectangle
Rectangular slab (as shown in Figure 2 and Figure 3), bristle one end of wire brush 63 is fixedly mounted on rectangular slab, and the other end is towards extension
Stretch, it is preferred that install to be used for and grab bucket on the top of rectangular slab and strengthen the hog frame of connection, hog frame can use triangle
Plate is made.
Wherein, the present invention installs the first bucket tooth 2, at another in a pair of grab buckets of chute forming machine in the outside of a grab bucket 1
The outside of grab bucket 3 can install the first bucket tooth, and the first bucket tooth can also be displaced with bucket tooth component.As shown in fig. 7, the bucket of the present invention
Tooth assembly can use following structure, including：Installed in chute forming machine another grab bucket on the outside of the second bucket tooth 5；Installed in second
The crotch tooth 7 for being used to remove the filler of ground-connecting-wall seam crossing in the outside of bucket tooth 5.
Specifically, as shown in fig. 7, first bucket tooth 2 of the present embodiment be common bucket tooth, can use prior art bucket tooth
Structure, bucket tooth component includes the second bucket tooth 5 and the crotch tooth 7 installed in the outside of the second bucket tooth 5, and the second bucket tooth 5 is also common
Bucket tooth, can be used and the first bucket tooth identical structure.Crotch tooth 7 has horizontal segment and vertical section, and horizontal segment and vertical section are hung down
It is direct-connected to connect, and horizontal segment the inner be fixedly connected with the outside of the second bucket tooth 5, it is preferred that horizontal segment the inner and the second bucket tooth 5
Linked together by way of welding.
Wherein, the crotch tooth 7 of the present embodiment can be formed by steel plate bending, such as weld 30mm* in the outside of the second bucket tooth 5
150mm*150mm steel plate, then steel plate bottom is bent into hook solid, or, it is fabricated to crotch tooth using steel plate, then by crotch
The outside of the second bucket tooth 5 is welded on the inside of tooth.It during design, should connect the width and the I-steel of pending processing of crotch tooth 7
The width of head is adapted, so that when chute forming machine works, crotch tooth can be stretched into the groove of I-shaped steel joint dorsal part, and grabs broken
Filler inside I-shaped steel joint back side grooves.
Wherein, the second bucket tooth 5 is connected to one with another corresponding outside of grab bucket 3 using dismountable bucket tooth connection component
Rise.During design, it is described another grab bucket 3 outside set grab bucket through hole (not shown)s, and the second bucket tooth 5 be used for
The inner side of the connection of grab bucket 3 sets bucket tooth through hole (not shown), then, is fixed the second bucket tooth 5 by bucket tooth connection component
In another grab bucket 3.Or, it is several in the fixation of the outside of grab bucket 3 to ensure the bonding strength between the bucket tooth of grab bucket 3 and second
Grab bucket connecting plate, opens up grab bucket through hole on 3 connecting plates grabbing bucket, bucket tooth connecting plate is fixed in the inside edge of the second bucket tooth 5, in bucket
Bucket tooth through hole is opened up on tooth connecting plate, then, the second bucket tooth 5 is fixed in grab bucket 3 by bucket tooth connection component.And incite somebody to action both
The bucket tooth connection component linked together can use screw bolt and nut, it would however also be possible to employ pin.
Wherein, first bucket tooth 2 of the present embodiment can be linked together with the outside of grab bucket 1 using non-removable mode,
Such as linked together, can also be linked together by dismountable bucket tooth connection component by way of welding, bucket tooth connection
Component can also use above-mentioned bolt, nut, or use pin.
Wherein, during actual assembled, one or many need to be set on the outside of a grab bucket according to the thickness of a pair of of chute forming machine grab bucket
Individual first bucket tooth, equally, sets one or more bucket tooth components on the outside of another grab bucket, and 2-4 first bucket is such as set respectively
Tooth or bucket tooth component.
In design, the overall width and the I-steel of pending processing of multiple crotch teeth 4 in multiple bucket tooth components should be made
The width of joint is adapted, so that when chute forming machine works, multiple crotch teeth can be stretched into the groove of I-shaped steel joint dorsal part,
And grab the broken filler inside I-shaped steel joint back side grooves.
It should be noted that the width of I-steel refers to that I-steel is placed in when in slotted eye, along the chi of slotted eye width
It is very little；Accordingly, the overall width of multiple crotch teeth 4 refers to multiple crotches set by I-steel width on the outside of grab bucket
In tooth 4, the distance of first crotch tooth to last crotch tooth (as shown in Figure 10 apart from L).In summary, it is of the invention
Brush wall method and its device before the Muddy Bottoms burning into sand stratum ground-connecting-wall slotted eye borehole cleaning of embodiment have the following advantages that：
1st, the brush wall method of the embodiment of the present invention, terminal bruss is arranged in the grab bucket of chute forming machine and carries out terminal bruss and washes and apply
Work, for being scrubbed compared to traditional jointing, can increase the lateral pressure scrubbed at terminal bruss abutment joint, improve joint washing effect,
Ensure the quality of connection between seam crossing adjacent slot section, effectively prevent ground-connecting-wall leakage scenarios from occurring.
2nd, the brush wall method of the embodiment of the present invention, terminal bruss is directly installed in the grab bucket of chute forming machine, reduces other and set
The use of standby (such as crane, loading machine), saves equipment leasing and operating cost.
3rd, the brush wall method of the embodiment of the present invention, joint can be carried out after the completion of grooving and scrubs construction, other are saved
The equipment calls time, shorten the construction period.
4th, the brush wall method of the embodiment of the present invention, improves construction quality, shortens the construction period, have to sundry item
Good reference, promotion prospect is wide.
5th, the brush wall device of the embodiment of the present invention, using connection component connection, connection between terminal bruss and chute forming machine grab bucket
Simplicity, saves the time, improves efficiency.
6th, the brush wall device of the embodiment of the present invention, the bucket tooth group with crotch tooth is installed in a grab bucket of chute forming machine
Part, crotch tooth can extend into the inside grooves of ground-connecting-wall I-shaped steel joint, will be filled in the filler inside I-shaped steel joint
Grab broken so that filler can completely be scrubbed clean when subsequently being scrubbed to I-shaped steel joint, be easy to the second stage of groove of ground-connecting-wall
Construction and steel reinforcement cage are divided into, and due to filler will not be retained at ground-connecting-wall I-shaped steel joint, so that joint is not in
Seepage, improves construction quality.
Although above-mentioned elaborate to the present invention, the invention is not restricted to this, those skilled in the art can
To be modified according to the principle of the present invention, therefore, the various modifications that all principles according to the present invention are carried out all should be understood to
Fall into protection scope of the present invention.
Claims (10)
1. a kind of brush wall method before Muddy Bottoms burning into sand stratum ground-connecting-wall slotted eye borehole cleaning, including：
Grab bucket of the chute forming machine by being provided with the first bucket tooth thereon carries out trenching construction to Muddy Bottoms burning into sand stratum, forms ground-connecting-wall
A phase groove slotted eye；
After a phase groove slotted eye is formed, by I-steel with being set under steel reinforcement cage in a phase groove slotted eye, connect to form I-steel
Head, and the side one phase groove of direction of I-shaped steel joint；
Filler is filled out in the opposite side of I-shaped steel joint, and concrete is poured into the slotted eye of a phase groove, ground-connecting-wall is formed
One the phase groove groove section；
After the phase groove groove section for forming ground-connecting-wall, replaced using the bucket tooth component for removing I-shaped steel joint opposite side filler
The first bucket tooth in lower one grab bucket of chute forming machine, it is another that chute forming machine removes I-shaped steel joint by the bucket tooth component installed in grab bucket
The filler of side, and form the second stage of groove slotted eye of ground-connecting-wall on the Muddy Bottoms burning into sand stratum for being close to I-shaped steel joint opposite side；
Formed after the second stage of groove slotted eye, bucket tooth component institute will be arranged on for the terminal bruss for scrubbing I-shaped steel joint opposite side filler
In the grab bucket of side, it is clear that chute forming machine carries out brush wall by the terminal bruss in its grab bucket to the opposite side of I-shaped steel joint
Wash.
2. after the phase groove groove section for according to the method described in claim 1, forming ground-connecting-wall, it is being close to I-shaped steel joint opposite side
Muddy Bottoms burning into sand stratum formed ground-connecting-wall the second stage of groove slotted eye include：
Displaced using the bucket tooth component with crotch tooth in a grab bucket of one phase of the direction groove groove section of chute forming machine
First bucket tooth；
The grab bucket of bucket tooth component will be installed towards the I-shaped steel joint, and the crotch tooth of bucket tooth component is close to I-steel
The opposite side of joint；
Chute forming machine works, and drives the bucket tooth component being arranged in grab bucket to grab the filler of the broken I-shaped steel joint opposite side, with
Just the second stage of groove slotted eye of ground-connecting-wall is formed on the Muddy Bottoms burning into sand stratum for being close to I-shaped steel joint opposite side.
3. method according to claim 2, making the crotch tooth of bucket tooth component, to be close to the opposite side of I-shaped steel joint be logical
Cross the method crotch tooth of bucket tooth component being placed in the groove of the I-shaped steel joint opposite side.
4. method according to claim 3, the I-shaped steel joint opposite side is placed in by the crotch tooth of bucket tooth component
Include in groove：
It will be close on the outside of the vertical section of crotch tooth on the side wall of I-shaped steel joint opposite side；
In the groove that the horizontal segment of crotch tooth is placed in I-shaped steel joint opposite side.
5. method according to claim 4, the width of the crotch tooth is adapted with the width of the I-shaped steel joint.
6. according to the method described in claim 1, the terminal bruss includes：
Brush holder；
The wire brush that its one end is fixed on brush holder；
Wherein, through hole or screwed hole are opened up on the brush holder.
7. according to the method described in claim 1, the terminal bruss includes：
Brush holder；
The wire brush that its one end is fixed on brush holder；
Connecting plate on brush holder；
Wherein, through hole or screwed hole are opened up on the connecting plate.
8. the method according to claim any one of 1-7, by the joint for scrubbing I-shaped steel joint opposite side filler
Brush is to be detachably connected on terminal bruss with grab bucket by steel brush connection component in the grab bucket of bucket tooth component side
Together.
9. method according to claim 8, the steel brush connection component is bolt connection assembly.
10. a kind of be used for brush wall side before the Muddy Bottoms burning into sand stratum ground-connecting-wall slotted eye borehole cleaning as described in claim any one of 1-9
The device of method.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201710210223.4A CN106968280A (en) | 2017-03-31 | 2017-03-31 | Brush wall method and its device before the ground-connecting-wall slotted eye borehole cleaning of Muddy Bottoms burning into sand stratum |
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201710210223.4A CN106968280A (en) | 2017-03-31 | 2017-03-31 | Brush wall method and its device before the ground-connecting-wall slotted eye borehole cleaning of Muddy Bottoms burning into sand stratum |
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| CN106968280A true CN106968280A (en) | 2017-07-21 |
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| CN201710210223.4A Pending CN106968280A (en) | 2017-03-31 | 2017-03-31 | Brush wall method and its device before the ground-connecting-wall slotted eye borehole cleaning of Muddy Bottoms burning into sand stratum |
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Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110453736A (en) * | 2019-08-13 | 2019-11-15 | 浙江大学台州研究院 | Catenary mast excavation of foundation pit equipment |
| CN111364445A (en) * | 2020-03-13 | 2020-07-03 | 深圳市工勘岩土集团有限公司 | Wall brushing method for grooving underground continuous wall |
| CN112502218A (en) * | 2021-01-08 | 2021-03-16 | 上海摩芸金电子科技有限公司 | Excavating equipment for shallow buried cable moving |
Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US6240700B1 (en) * | 1999-10-12 | 2001-06-05 | Chyi Sheu | Constructing method for underground continuous double-row walls and the structure of continuous double-row walls |
| CN103741741A (en) * | 2013-12-24 | 2014-04-23 | 广东省基础工程公司 | Underground diaphragm wall joint muck cleaning method |
| CN204590122U (en) * | 2015-02-17 | 2015-08-26 | 中交一航局第四工程有限公司 | A kind of groover hydraulic grab with correction push pedal |
| CN204753670U (en) * | 2015-06-02 | 2015-11-11 | 深圳市工勘岩土集团有限公司 | Take grooving machine grab bucket and grooving machine of spiller |
| CN105386471A (en) * | 2015-11-26 | 2016-03-09 | 中铁十一局集团第四工程有限公司 | Wall brushing device for constructing seams of H-section steel of underground diaphragm wall |
-
2017
- 2017-03-31 CN CN201710210223.4A patent/CN106968280A/en active Pending
Patent Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US6240700B1 (en) * | 1999-10-12 | 2001-06-05 | Chyi Sheu | Constructing method for underground continuous double-row walls and the structure of continuous double-row walls |
| CN103741741A (en) * | 2013-12-24 | 2014-04-23 | 广东省基础工程公司 | Underground diaphragm wall joint muck cleaning method |
| CN204590122U (en) * | 2015-02-17 | 2015-08-26 | 中交一航局第四工程有限公司 | A kind of groover hydraulic grab with correction push pedal |
| CN204753670U (en) * | 2015-06-02 | 2015-11-11 | 深圳市工勘岩土集团有限公司 | Take grooving machine grab bucket and grooving machine of spiller |
| CN105386471A (en) * | 2015-11-26 | 2016-03-09 | 中铁十一局集团第四工程有限公司 | Wall brushing device for constructing seams of H-section steel of underground diaphragm wall |
Non-Patent Citations (1)
| Title |
|---|
| 广东省建筑委员会: "《建筑施工实例引用手册6》", 31 October 1999, 中国建筑工业出版社 * |
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110453736A (en) * | 2019-08-13 | 2019-11-15 | 浙江大学台州研究院 | Catenary mast excavation of foundation pit equipment |
| CN110453736B (en) * | 2019-08-13 | 2024-04-12 | 浙江大学台州研究院 | Contact net pillar foundation pit excavation equipment |
| CN111364445A (en) * | 2020-03-13 | 2020-07-03 | 深圳市工勘岩土集团有限公司 | Wall brushing method for grooving underground continuous wall |
| CN112502218A (en) * | 2021-01-08 | 2021-03-16 | 上海摩芸金电子科技有限公司 | Excavating equipment for shallow buried cable moving |
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