CN206467656U - Simple soil nailing manual pore-forming's angle controller - Google Patents
Simple soil nailing manual pore-forming's angle controller Download PDFInfo
- Publication number
- CN206467656U CN206467656U CN201720086316.6U CN201720086316U CN206467656U CN 206467656 U CN206467656 U CN 206467656U CN 201720086316 U CN201720086316 U CN 201720086316U CN 206467656 U CN206467656 U CN 206467656U
- Authority
- CN
- China
- Prior art keywords
- soil nailing
- plane
- side slope
- angle
- angle controller
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Expired - Fee Related
Links
- 239000002689 soil Substances 0.000 title claims abstract description 42
- 239000000725 suspension Substances 0.000 claims description 8
- 238000010276 construction Methods 0.000 description 3
- 238000003780 insertion Methods 0.000 description 3
- 230000037431 insertion Effects 0.000 description 3
- 238000009434 installation Methods 0.000 description 3
- 238000000034 method Methods 0.000 description 3
- 238000010586 diagram Methods 0.000 description 2
- 238000005516 engineering process Methods 0.000 description 2
- 241000251133 Sphyrna tiburo Species 0.000 description 1
- 229910000831 Steel Inorganic materials 0.000 description 1
- 238000010009 beating Methods 0.000 description 1
- 230000015572 biosynthetic process Effects 0.000 description 1
- 239000004568 cement Substances 0.000 description 1
- 230000005484 gravity Effects 0.000 description 1
- 239000000463 material Substances 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000003014 reinforcing effect Effects 0.000 description 1
- 238000007569 slipcasting Methods 0.000 description 1
- 239000002002 slurry Substances 0.000 description 1
- 239000007787 solid Substances 0.000 description 1
- 239000010959 steel Substances 0.000 description 1
Abstract
The utility model is related to a kind of simple soil nailing manual pore-forming angle controller, including is plugged on some positioning components on side slope inclined-plane, and fixed angle device on setting rigid posts, positioning component is connected with positioning component sliding.The placed angle controller on side slope inclined-plane, when digging pit, as angle reference, can reduce the deviation of the pit actually dug and side slope inclined-plane angulation and expected angle.
Description
Technical field
The utility model is related to Soil Nailing Wall construction field, in particular, it be related to a kind of simple soil nailing it is artificial into
Orifice angle controller.
Background technology
In the reinforcing and support technology of foundation ditch, plate brad supporting is applied than wide.Successively excavate, successively exist in deep basal pit
Side slope strengthens the stress soil body to squeeze into soil nailing compared with solid matter row.
Soil nailing is domatic squeeze into soil nailing when, it is necessary to inwardly dig pit on side slope inclined-plane, soil nailing is squeezed into inside pit.For
Soil nailing is preferably protected side slope inclined-plane, pit generally with side slope is angled sets., it is necessary to use in work progress
Luoyang Spade is inwardly dug from side slope inclined-plane, it is necessary to constantly change the outside borehole of mode that direction is progressively extended out during digging.
Opening on earth, constantly rotates shovel head when using, and four sides is alternately lower to be beaten, the cylinder of retaining hole.
The angle for digging pit is grasped by rule of thumb, makes the pit dug in this way would generally be with actually required pit
Angle has certain deviation.There is also one with expected angle with side slope inclined-plane angulation for the soil nailing placed in the pit
Determine deviation, plate brad supporting may be caused preferably to protect side slope inclined-plane.
Utility model content
The purpose of this utility model is to provide a kind of simple soil nailing manual pore-forming angle controller, put on side slope inclined-plane
Angle controller is put, when digging pit, the pit actually dug and side slope inclined-plane institute angulation can be reduced as angle reference
The deviation of degree and expected angle.
Above-mentioned purpose of the present utility model technical scheme is that：A kind of simple soil nailing manual pore-forming
Angle controller, including some positioning components on side slope inclined-plane are plugged on, it is connected setting rigid posts, positioning with positioning component sliding
Fixed angle device on component.
Using above technical scheme, positioning component is inserted into inside side slope inclined-plane, and rigid posts are inserted into inside positioning component,
As the object of reference that soil nailing hole is dug on side slope inclined-plane, the angle that positioning component is inserted into side slope inclined-plane can be filled by angle
Put adjustment.Angle device is adjusted after angle, and positioning component is inserted in the direction, then inserts inside positioning component hard
Bar.Rigid posts stretch out away from side slope inclined-plane, when digging soil nailing hole using Luoyang Spade on side slope inclined-plane, in shoveling process
In, the angle that soil nailing hole is deep into side slope inclined-plane is referred to rigid posts and makes corresponding adjustment at any time, reduces soil nailing hole and side
The deviation of the angle on slope inclined-plane and expected angle.
The utility model is further arranged to, and positioning component includes the fixed part for being plugged on side slope inclined-plane, and fixed part is remote
Sliding connecting cylinder is fixed in the end on side slope inclined-plane, and sliding connecting cylinder is slidably connected with rigid posts.
Using above technical scheme, fixed part is used as the support of whole simple soil nailing manual pore-forming's angle controller, insertion
To inside side slope inclined-plane.Set, inserted inside it to be hollow inside fixed sliding connecting cylinder, sliding connecting cylinder on fixed part
Rigid posts.Strengthen fixed part and the stable connection of rigid posts.
The utility model is further arranged to, and sliding connecting cylinder inwall sets some slide rails, rigid posts provided with it is some with
The guide pad that slide rail is slidably matched.
Using above technical scheme, set inside sliding connecting cylinder in slide rail, rigid posts and guide pad is set, rigid posts pass through
The cooperation of guide pad and slide rail is slipped into inside sliding connecting cylinder, and the two connection is more consolidated.
The utility model is further arranged to, and the locating slot of clamping guide pad is also included on the slide rail.
Using above technical scheme, positioning component is inserted into side slope inclined-plane at different angles according to actual demand,
In order to avoid rigid posts are skidded off inside sliding connecting cylinder, locating slot is set inside sliding connecting cylinder, rigid posts slide to sliding
Connecting cylinder bottom, then fixed by locating slot with sliding connecting cylinder.
The utility model is further arranged to, and angle device is included on the dial being fixed on positioning component, dial
The pointer for measuring positioning component and side slope inclined-plane angulation is set.
Using above technical scheme, dial is fixed on positioning component, dial is marked with scale, and dial is provided with
Pointer, according to the pointer for the angular adjustment dial estimated, pointer reaches specified location.By guiding of the angle to side slope inclined-plane
Inside insertion positioning component.
The utility model is further arranged to, and the pointer includes being arranged on outstanding below the suspension ring above dial, suspension ring
Lift heavy is hammered into shape, and weight points to the scale on dial.
Using above technical scheme, pointer uses weight-driven, and weight is all the time perpendicular to ground.Positioning component is adjusted, it is fixed
Hyte part drive scale disc spins, equivalent to weight point to dial different scales at, and then can learn positioning component with
Angle between side slope inclined-plane.
In summary, the utility model has the advantages that：
Rigid posts are inserted into inside positioning component, are used as the object of reference that soil nailing hole is dug on side slope inclined-plane.Rigid posts are carried on the back
Stretch out from side slope inclined-plane, when digging soil nailing hole using Luoyang Spade on side slope inclined-plane, soil nailing hole is deep into side slope inclined-plane
Angle be referred to rigid posts and make corresponding adjustment at any time, reduce the inclined of the angle on soil nailing hole and side slope inclined-plane and expection angle
Difference.
Brief description of the drawings
Fig. 1 is the connection diagram of floral tube supporting and angle controller in foundation ditch；
Fig. 2 is the structural representation of simple soil nailing manual pore-forming angle controller；
Fig. 3 is fixed part and the inner connecting structure schematic diagram of rigid posts；
Fig. 4 is structural representation when simple soil nailing manual pore-forming angle controller is used.
In figure, 1, foundation ditch；2nd, floral tube；3rd, angle controller；31st, fixed part；32nd, plate is fixedly mounted；33rd, angle device；
331st, dial；332nd, pointer；3321st, suspension ring；3322nd, weight；3323rd, flexible rope；34th, connecting cylinder is slid；341st, slide rail；
342nd, locating slot；35th, rigid posts；351st, guide pad.
Embodiment
The utility model is described in further detail below in conjunction with accompanying drawing.
Embodiment 1：
A kind of simple soil nailing manual pore-forming angle controller, reference picture 1, the construction of soil-nailed wall process applied to foundation ditch 1.Base
The structure in hole 1 include bottom of slope and tilt upward it is domatic, domatic inclination causes the area of bottom of slope to be less than domatic the top shape
Into groove area, during to domatic progress supporting, perpendicular to domatic direction to it is domatic it is interior squeeze into floral tube 2, floral tube 2 is thin-walled
Some open-works are carried on hollow steel tube, its tube wall, slip casting forms floral tube soil nailing into floral tube 2, and part of cement slurry flows from open-work
Go out so that floral tube 2 is engaged firmly with the slope of foundation ditch 1, to carry out supporting to foundation ditch 1 by the floral tube soil nailing of formation, prevents slope
Soil is rolled downwards or is collapsed.
In order to control the insertion angle of floral tube 2, simple soil nailing manual pore-forming angle controller as shown in Figure 2 is used.Should
Angle controller 3 includes positioning component and rigid posts 35.Positioning component is by fixed part 31, fixed installation plate 32, angle device 33
Constituted with sliding connecting cylinder 34.Fixed part 31 is tapered foremost positioned at positioning component, is made up of rigid material, in use, should
Position is inserted into the slope of foundation ditch 1.With reference to Fig. 3, sliding connecting cylinder 34 is welded and fixed with fixed part 31, outside sliding connecting cylinder 34
It is provided with inside fixed installation plate 32, sliding connecting cylinder 34 and opens up slide rail 341, slide rail 341 is opened up close to one end of fixed part 31
Locating slot 342.Rigid posts 35 are slidably connected with sliding connecting cylinder 34, and rigid posts 35 are provided with the guide pad matched with slide rail 341
351, guide pad 351 is slided along slide rail 341, when guide pad 351 slides into 341 least significant end of slide rail, is rotated in a circumferential direction along rigid posts 35,
Guide pad 351 is connected in locating slot 342, and rigid posts 35 and sliding connecting cylinder 34 are relatively fixed.
Rigid posts 35 are inserted into sliding connecting cylinder 34 along slide rail 341, are not changing the premise of positioning component installation position
Under, rigid posts 35 with sliding the equidirectional of connecting cylinder 34 insert inside it.
Angle device 33 is arranged on by bolt and is fixedly mounted on plate 32.Angle device 33 includes dial 331 and pointer
332.Dial 331 is similar with protractor, and semicircular cambered surface is down.In the top of dial 331, positioned at dial 331
Fixed pointers 332 on symmetry axis, pointer 332 includes suspension ring 3321 and weight 3322, and suspension ring 3321 are fixed on dial 331
Side, the lower section of suspension ring 3321 bolts weight 3322 using flexible rope 3323, and weight 3322 is under gravity all the time straight down
Point to the scale on dial 331.When angle device 33 is inserted on the slope of foundation ditch 1 with different angles, weight 3322 is in scale
Scale shown on disk 331 is also different.
Embodiment 2：
According to soil nailing design angle, the need for soil nailing orifice angle is bored, adjustment dial 331 determine fixed part 31 with it is soft
Angle between property rope 3323.With reference to Fig. 4, by left and right at the insert the distance soil nailing pore-forming position horizontal level 30cm of fixed part 31
Both sides either side, left side or right side oneself are determined by workman's construction custom.
Using Luoyang Spade in 1 slope cutting nail of foundation ditch, the handle of Luoyang Spade is exposed at outside soil nailing hole, and workman can be at any time
The angle of inclination of rigid posts 35 in viewing angle controller 3, is compared with the handle tilt angle of Luoyang Spade.Workman is can be with
The angle of inclination of rigid posts 35 carries out real-time angular adjustment, to reduce soil nailing hole with the angle on side slope inclined-plane with being expected the inclined of angle
Difference.If beating same level direction, during the soil nailing hole of same angle, it is not necessary to the position of move angle controller 3.
This specific embodiment is only to explain of the present utility model, and it is not to limitation of the present utility model, ability
Field technique personnel can make the modification without creative contribution to the present embodiment as needed after this specification is read, but
As long as all being protected in right of the present utility model by Patent Law.
Claims (6)
1. a kind of simple soil nailing manual pore-forming angle controller, it is characterised in that：Some positioning including being plugged on side slope inclined-plane
Component, setting rigid posts are connected with positioning component sliding（35）, fixed angle device on positioning component（33）.
2. simple soil nailing manual pore-forming angle controller according to claim 1, it is characterised in that：Positioning component includes inserting
It is connected on the fixed part on side slope inclined-plane（31）, fixed part（31）Sliding connecting cylinder is fixed in end away from side slope inclined-plane（34）, sliding
Connecting cylinder（34）With rigid posts（35）It is slidably connected.
3. simple soil nailing manual pore-forming angle controller according to claim 2, it is characterised in that：Slide connecting cylinder（34）
Inwall sets some slide rails（341）, rigid posts（35）It is provided with some and slide rail（341）The guide pad being slidably matched（351）.
4. simple soil nailing manual pore-forming angle controller according to claim 3, it is characterised in that：The slide rail（341）
On also include clamping guide pad（351）Locating slot（342）.
5. simple soil nailing manual pore-forming angle controller according to claim 2, it is characterised in that：Angle device（33）Bag
Include the dial being fixed on positioning component（331）, dial（331）Upper setting measures positioning component and side slope inclined-plane institute angulation
The pointer of degree（332）.
6. simple soil nailing manual pore-forming angle controller according to claim 5, it is characterised in that：The pointer（332）
Including being arranged on dial（331）The suspension ring of top（3321）, suspension ring（3321）Suspend weight in midair in lower section（3322）, weight（3322）
Point to dial（331）On scale.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720086316.6U CN206467656U (en) | 2017-01-22 | 2017-01-22 | Simple soil nailing manual pore-forming's angle controller |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720086316.6U CN206467656U (en) | 2017-01-22 | 2017-01-22 | Simple soil nailing manual pore-forming's angle controller |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN206467656U true CN206467656U (en) | 2017-09-05 |
Family
ID=59704164
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201720086316.6U Expired - Fee Related CN206467656U (en) | 2017-01-22 | 2017-01-22 | Simple soil nailing manual pore-forming's angle controller |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN206467656U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN112612053A (en) * | 2020-12-28 | 2021-04-06 | 长江地球物理探测（武汉）有限公司 | TGP detection probe installation assembly and installation method |
-
2017
- 2017-01-22 CN CN201720086316.6U patent/CN206467656U/en not_active Expired - Fee Related
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN112612053A (en) * | 2020-12-28 | 2021-04-06 | 长江地球物理探测（武汉）有限公司 | TGP detection probe installation assembly and installation method |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| 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: 20170905 |