CN208415070U - Bicycle lane based on spout stake support frame and support frame structure thereof - Google Patents
Bicycle lane based on spout stake support frame and support frame structure thereof Download PDFInfo
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- CN208415070U CN208415070U CN201721481706.XU CN201721481706U CN208415070U CN 208415070 U CN208415070 U CN 208415070U CN 201721481706 U CN201721481706 U CN 201721481706U CN 208415070 U CN208415070 U CN 208415070U
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- support frame
- grouting
- support stake
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- 239000000463 material Substances 0.000 claims abstract description 43
- 239000002002 slurry Substances 0.000 claims description 28
- 229910000831 Steel Inorganic materials 0.000 claims description 8
- 239000010959 steel Substances 0.000 claims description 8
- 239000002689 soil Substances 0.000 claims description 5
- 239000007921 spray Substances 0.000 claims description 5
- 239000002184 metal Substances 0.000 claims description 4
- 229910052751 metal Inorganic materials 0.000 claims description 4
- 238000005507 spraying Methods 0.000 claims description 2
- 239000011248 coating agent Substances 0.000 claims 2
- 238000000576 coating method Methods 0.000 claims 2
- 241001074085 Scophthalmus aquosus Species 0.000 claims 1
- 229920002472 Starch Polymers 0.000 claims 1
- 238000005553 drilling Methods 0.000 claims 1
- 235000019698 starch Nutrition 0.000 claims 1
- 239000008107 starch Substances 0.000 claims 1
- 230000000694 effects Effects 0.000 abstract description 5
- 239000011435 rock Substances 0.000 abstract description 4
- 239000011440 grout Substances 0.000 abstract 3
- 238000007596 consolidation process Methods 0.000 abstract 1
- 238000010276 construction Methods 0.000 description 13
- 238000010586 diagram Methods 0.000 description 11
- 238000000034 method Methods 0.000 description 7
- 238000013461 design Methods 0.000 description 4
- 230000015572 biosynthetic process Effects 0.000 description 3
- 238000005755 formation reaction Methods 0.000 description 3
- 239000002245 particle Substances 0.000 description 3
- 238000002360 preparation method Methods 0.000 description 3
- 230000008569 process Effects 0.000 description 3
- 229910001335 Galvanized steel Inorganic materials 0.000 description 2
- 239000004566 building material Substances 0.000 description 2
- 239000004568 cement Substances 0.000 description 2
- 230000007423 decrease Effects 0.000 description 2
- 239000008397 galvanized steel Substances 0.000 description 2
- 239000003673 groundwater Substances 0.000 description 2
- 230000006872 improvement Effects 0.000 description 2
- 238000002347 injection Methods 0.000 description 2
- 239000007924 injection Substances 0.000 description 2
- 239000011229 interlayer Substances 0.000 description 2
- 239000007788 liquid Substances 0.000 description 2
- 238000007711 solidification Methods 0.000 description 2
- 230000008023 solidification Effects 0.000 description 2
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 2
- 238000003466 welding Methods 0.000 description 2
- 239000011398 Portland cement Substances 0.000 description 1
- 241000231739 Rutilus rutilus Species 0.000 description 1
- 230000006978 adaptation Effects 0.000 description 1
- 230000002180 anti-stress Effects 0.000 description 1
- 238000013459 approach Methods 0.000 description 1
- 238000009412 basement excavation Methods 0.000 description 1
- 238000010009 beating Methods 0.000 description 1
- 239000000969 carrier Substances 0.000 description 1
- 230000008859 change Effects 0.000 description 1
- 238000011960 computer-aided design Methods 0.000 description 1
- 238000012407 engineering method Methods 0.000 description 1
- 230000007613 environmental effect Effects 0.000 description 1
- 230000009969 flowable effect Effects 0.000 description 1
- 238000009434 installation Methods 0.000 description 1
- 239000010410 layer Substances 0.000 description 1
- 230000007246 mechanism Effects 0.000 description 1
- 230000009467 reduction Effects 0.000 description 1
- 230000004044 response Effects 0.000 description 1
- 239000007787 solid Substances 0.000 description 1
- 239000000243 solution Substances 0.000 description 1
- 230000007480 spreading Effects 0.000 description 1
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Landscapes
- Piles And Underground Anchors (AREA)
- Pit Excavations, Shoring, Fill Or Stabilisation Of Slopes (AREA)
Abstract
The utility model provides a bicycle lane and supporting frame structure thereof based on spout stake support frame, bicycle lane wherein includes: a lane; the supporting piles respectively comprise a first extending direction, a grouting space, a grouting material and a plurality of grout outlet holes; and a plurality of roots. The support pile is connected with the lane, extends to the ground along the first extending direction, and is partially submerged into the ground. The center of the support pile forms a grouting space, and grouting materials are filled in the grouting space. The grout outlet is arranged on the supporting pile and communicated with the grouting space. The grouting material is discharged through the plurality of grout outlet holes to form a plurality of roots at the periphery, and the consolidation makes the support pile form a pile column body like a giant rock anchor and has an improved ground effect.
Description
Technical field
The utility model relates to a kind of cycle tracks, refer in particular to a kind of using the support posture cycle track for spraying stake and this
The support frame structure of cycle track.
Background technique
There are many places to be modified in existing elevated self lane: building firstly, existing elevated self lane needs to excavate
If basic.Therefore, it is difficult to apply in the limited region in space, such as the ground such as mountain area, seashore or rivers and creeks.Due to space limitations,
Cause existing project under construction more complicated.For example, if being intended at the side slope of mountain area or rivers and creeks Slope Architectural elevated self
Lane must excavate fortune abandoning roach at the place, construction basis, squeeze into concrete mini pile, setting beam column.Each basis is substantially
6 meters 4 long, 30 centimeters of diameter or more stakes, and the basis construction RC need to be squeezed into, then at beam column is arranged thereon.In addition to this,
Since the excavation of side slope must be noted that water and soil conservation, therefore holdfast must be set to side slope.Not only engineering method is cumbersome for above-mentioned engineering, and needs
The garrison of large-scale equipment, if constructing in mountain area, seashore section, difficulty is higher.
Furthermore by above-mentioned existing form of construction work, gigantic project is removed, construction cost is quite high, let alone cycle track
Design.Especially cycle track is played an important role in sightseeing area, if lane is by the way of steel structure or concrete
It builds, scalability will be limited greatly, then must be spent more into the original subject under discussion for solving design.Furtherly, because
Scene is worked into then without the possibility of adjustment to what building materials carried out in advance, will be difficult to exclude when scene being allowed to encounter obstacle, and be led to engineering
Preposition setting up cost is quite high.
Finally, it is even more important that building for existing cycle track often relates to geological problem, refers in particular to the ground of geological state difference
Area, such as: stratum, which multiplies, carries hypodynamic area, it is necessary to which separately geology, which improves or adds the operations such as mini pile, multiplies load to improve domain
Power just can be carried out subsequent job, affected by environment, and construction burden has more been aggravated on time, monetary cost.
Summary of the invention
To solve the above problems, in conclusion existing elevated self lane engineering is cumbersome, adjustability is poor, high to solve
The factors such as setting up cost and limited geological state, the utility model provide the cycle track based on spray stake support frame, include: vehicle
Road；Multiple support stakes separately include the first extending direction, grouting space, grouting material and multiple slurry outlets；And multiple roots；
Wherein, the support stake is connected with the lane, extends to ground, and the support stake part along first extending direction
Submerge ground；The connector connects the support stake and does not submerge the part on ground, opposite between the support stake to limit
Position；The support pile center forms the grouting space, to insert the grouting material；The slurry outlet is set to described
It supports stake, and is connected to the grouting space；The grouting material is discharged by the multiple slurry outlet, is formed around described more
A root.Whole utility model, which has, increases the frictional force for supporting stake and ground interlayer, increases stratum and multiplies load power, to a certain degree
On can more have the function of geology improvement.
Furtherly, the utility model solves that engineering is cumbersome, adjustability is poor, high setting up cost is asked on applying
Topic.The process that applies of the utility model includes: labor and materials prepare and transport, field lofting, support the setting of stake, pressure grouting, outside
Dew supports vertical stake group, lane assembling and lane paving, railing assembling, other assembling fittings.
It is apparent that being mentioned compared to existing operations, the utility model such as spoir, infrastructure, heavy-duty machine tool piling of must excavating
More easy method is supplied.
Wherein, the step of supporting stake to set is applied different from existing using heavy-duty machine tool；Consider because of mountain area or river bank and other places
Shape limitation, the utility model can complete task with small-sized drill.That is, the utility model select support stake specification for
One considers point, cannot select excessive or too small size, and the utility model can be completed with outer diameter 89mm to 114.3mm.
Wherein, cement, Portland cement may be selected plus water as grouting material in the step of inserting grouting material.Grouting
Segmental grouting method is adopted, uses the downward packer grouting in aperture in principle.The grouting of each section is once unless the electric power supplied
It interrupts or stratum spillage is serious, must not arbitrarily stop halfway.Grouting material proportion is different with the formation properties of each section, if starting to fill
Groundwater increment has no reduction within the unit time after note, can gradually decrease the ratio of mud, until injection pressure reaches maximum pressure and is
Only.If groundwater increment reduces suddenly or pressure increases suddenly such as after reducing the ratio of mud, then the ratio of mud must be slightly increased again.
Wherein, exposed support stake group is vertical, refers to the support stake for supporting stake not submerge below ground, through connector mechanism
Stake is supported in connection.
The construction of known cycle track is intended to build a complete bicycle dedicated because for fear of right of way and topographic space
Road is extremely difficult, is such as intended to the identical mode that applies moving to hills, mountain area, river bank, riverbed even seashore, without sky due to limited landform
Between implement；By the embodiments of the present invention, cycle track is built on mountain area, hills, river bank and other places, can be beautified the environment,
Improve local quality of the life.
The utility model has the advantages that: engineering is simple, at low cost, a variety of landform of adaptation.
Detailed description of the invention
Fig. 1 is the structural schematic diagram of the utility model.
Fig. 1 a is the right side structure schematic diagram of Fig. 1.
Fig. 1 b is the enlarged local section schematic diagram of Fig. 1 a.
Fig. 2 is another example structure schematic diagram of the utility model.
Fig. 3 is another example structure schematic diagram of the utility model.
Fig. 4 is another example structure schematic diagram of the utility model.
Fig. 5 is another example structure schematic diagram of the utility model.
Fig. 6 is another example structure schematic diagram of the utility model.
Fig. 7 a is that structural schematic diagram is implemented in the combination of the utility model embodiment.
Fig. 7 b is that structural schematic diagram is implemented in the combination of the utility model embodiment.
Fig. 7 c is that structural schematic diagram is implemented in the combination of the utility model embodiment.
Figure label is: the support posture cycle track 100 of utilization spray stake, the first extending direction A, the second extending direction B,
Stake 2, grouting space 21, slurry outlet 22a, pulp seam 22b, grouting material 3, root 31, pile body 32, connector are supported in lane 1
4, borehole space 5, object 6 to be supported, support frame structure 200, street lamp X, waiting booth Y.
Specific embodiment
The embodiments of the present invention are described in detail below in conjunction with attached drawing, but the utility model can be by right
It is required that the multitude of different ways for limiting and covering is implemented.
It is specific embodiment of the utility model with reference to Fig. 1 and Fig. 1 a.Cycle track based on spray stake support frame includes: vehicle
Road 1；Multiple support stakes 2 separately include the first extending direction A, grouting space 21, grouting material 3 and multiple slurry outlet 22a；It is more
A root 31；And connector 4.
Wherein, the lane 1 refers to for the carriers row such as pedestrian or bicycle, tricycle, automatic vehicle, automatic transportation machine
The plane walked；In other words, there is the carrier for multiplying load function to be all suitable for lane 1 described in the utility model, be not limited to voluntarily
Vehicle.
The support stake 2 is connected with the lane 1, extends to ground, and the support along the first extending direction A
Ground is submerged in 2 parts of stake.
Wherein, described to support stake 2 the institutional any place for connecting the lane 1.Furtherly, setting for stake 2 is supported
Setting can be according to 1 Adjusting Shape of lane.Along the second extending direction B according to being arranged at intervals at lane 1；If 1 direction of travel of lane
Wider, in order to which increase lane 1 multiplies load power, support stakes 2 more than settable multiple rows is in the direction of the second extending direction B.Institute
It states and supports that the interval between stake 2 can be 50 centimeters or more, and if more dense implementation can be 50 centimeters of interval hereinafter, Ying Yishi
Depending on the situation of border.
Wherein, the first extending direction A specifically refers to the direction for supporting stake 2 to extend to the ground, and non-fully
Perpendicular to ground or the earth's core, must be adjusted depending on landform situation or purposes.The support stake 2 has been prompted to obtain in addition, extending to the ground
It extends to below ground to ideal length；In other words, stake 2 can be supported to extend in a manner of continued access for multistage.More specifically,
The continued access mode for supporting stake 2, can be for institutional connection for example: the connection of vehicle tooth, spiral connection；Or welding.
Wherein, 2 part of support stake is submerged below ground, is partially exposed on ground, has the high vehicle of a frame
The purpose in road 1.Specifically, the utility model is provided when can use without space, as a solution.There is this
One overhead effect can provide a variety of embodiments, such as dedicated as lookout terrace, waiting platform, waiting booth, robot
Road, balance car special lane, unmanned electric vehicle special lane etc..
The connector 4 connects the part that ground is not submerged in the support stake, to limit the phase between the support stake 2
To position.
Wherein, the connector 4 is connected with stake 2 is supported, supports the relative position between stake 2 as more than one is limited.
Furtherly, connector 4 can institutional connection support stake 2；Or with welding or similar fashion.Furtherly, connector 4
It is not limiting as single shape；It can be round, square or polygon for section；It can be rectilinear form with regard to overall appearance
Rhabodoid or non-linear shapes with bent angle, dog-ear or curvature.The connector 4 can once connect multiple support stakes 2, together
When limit it is multiple support stakes 2 positions；The direction of connection is not limiting as connector 4 and connect in a vertical manner with stake 2 is supported, comprehensive
Include the possibility in all connection directions.It for the purpose of connector 4, supports stake 2 in horizontal plane direction to support, has preferably anti-
Stress.It can be metal, steel, galvanized steel etc. for material.
With reference to Fig. 1 a and Fig. 1 b, the support stake 2 is centrally formed the grouting space 21, to insert the grouting material
3。
Wherein, the grouting space 21 can provide the grouting material 3 temporarily and long-time indwelling, make the grouting
Material 3 can be flowed in grouting space 21, and the grouting material 3 is made to form long-time indwelling under certain condition.The filling
Slurry space 21 does not have specific modality, for example, can be offset inward by 2 outer wall of support stake and bottom and form the grouting space
21 wall, and form a space.
Wherein, the intensity for supporting stake 2 can be reinforced by grouting material 3 being inserted the grouting space 21, increased it and anti-answered
Power ability.More specifically, grouting material 3 has the original state of liquid, is formed inside support stake 2 using solidification process
Therefore solid grouting material 3 strengthens the whole intensity for supporting stake 2.The grouting material 3 can be cement or other have
The alternative of features described above.
The slurry outlet 22a is set to the support stake 2, and is connected to the grouting space 21.
Wherein, the slurry outlet 22a is connected with the grouting space 21, and the grouting material 3 is flowable empty in grouting
Between between 21, slurry outlet 22a and stratum.
The grouting material 3 is discharged by the multiple slurry outlet 22a, forms the multiple root 31 on stratum.
Wherein, the slurry outlet 22a, not yet cured grouting material 3 is discharged；It is perfused through pressure by grouting material
The 3 discharge slurry outlet 22a, the grouting material 3 slot can be spread along landing surface, and multiple roots 31 are formed after solidification,
Using the properties solidified through grouting material 3, the particles such as rock, the grogs in stratum are connected with each other, larger unit bodies are formed,
Increase the frictional force for supporting stake 2 and ground interlayer.Furthermore, once the various particle in stratum or rock are combined into one,
To ground multiply carry power will be substantially improved, furthermore also can be to the conditional effect in stratum.It adds, adopts with multiple support stakes 2
It lays, in a way, also has effects that improve geology, can be used as the preparation behavior of Other Engineering, by spreading injection material
Expect 3 and improves the geology in region.As described above, in the case where bad in face of environment such as mountain area, hillside fields or riverbed etc.,
It can implement the utility model.
According to another embodiment of the utility model, Fig. 2 is please referred to.The root 31 is spread in stratum, and mixed with soil
Conjunction forms pile body 32.Wherein, the root 31 is under certain condition, for example, apply pressure grouting, grouting pressure is reinforced,
Layer hole it is more or elongate grouting time, all may achieve make liquid grouting material 3 sufficiently in the earth formation with rock, soil particle
Mixing, and then the quality pile body 32 big compared with root 31 can be formed, it is substantially improved and multiplies load power.In addition, in a way,
Have the function of limiting subsurface formations sliding and geology improvement, can be used as the preparation behavior of Other Engineering.
According to another embodiment of the utility model, Fig. 3 is please referred to.The support stake 2 is equipped in end below ground
Pulp stitches 22b.
Wherein, the pulp seam 22b can be multiple；The position of setting with approach support stake 2 end be it is preferable, mainly
It is to provide and more grouting material is discharged, keeps the root 31 around pulp seam 22b more compared with slurry outlet 22a, make that stake 2 is supported to hold
There is preferably support to multiply load power at place.For its form, various outlet forms are not limited, in other words, this figure is shown as
Long vertical bar section opening, and can be wavy, big compared with slurry outlet 22a round hole for purpose or vertical with direction
In supporting the axial setting of stake 2, alternatively, the setting slurry outlet 22a of comparatively dense can be taken, it can all reach above-mentioned purpose.
Support frame structure 200 please refers to Fig. 4 and Fig. 7 a.It supports stake 2 to be connected with object 6 to be supported, extends along described first
Direction A extends to ground, and ground is submerged in 2 part of support stake；The support stake 2 is centrally formed the grouting space 21,
To insert the grouting material 3；The slurry outlet 22a is set to the support stake 2, and is connected to the grouting space 21；Institute
It states grouting material 3 to be discharged by the multiple slurry outlet 22a, forms the multiple root 31 on stratum.The object to be supported 6 can be with
For objects such as any facility, equipment；For other structures other than object 6 to be supported and it is tantamount to first embodiment.It is shown in figure
Object 6 to be supported described in the present embodiment can be a platform, can be used as sightseeing platform, provide pedestrian's platform of waiting.
Another embodiment of the utility model may include more than one connector 4.The connector 4 connects the branch
The part that ground is not submerged in stake 2 is held, to limit the relative position between the support stake 2.
With reference to Fig. 5, object 6 to be supported can be a kind of simple space, provide visit, view is used.
With reference to Fig. 6, Fig. 7 b and Fig. 7 c, it can be facility such as street lamp X, waiting booth Y etc., this support frame structure can be used
200 situation is too numerous to enumerate.
According to any of the above-described embodiment, the support stake 2 is connected to lane 1 or object to be supported 6, and arrangement mode can be each
Kind form, collocation connector 4 connect the support stake 2 and strengthen overall structural strength, preferably stent-type (such as hawk rack and panel construction).
According to any of the above-described embodiment, the slurry outlet 22a is arranged with appropriate spacing in the support stake 2, is spaced about 10-
50 centimeters, situation increases or decreases slurry outlet 22a quantity to Ying Yi on the spot；The kenel of the slurry outlet 22a is not intended to limit its hole
Form or size, for the purpose of reaching the suitable grouting material 3 of discharge.
According to any of the above-described embodiment, with regard to the shape for supporting stake 2, outer diameter size is between 8-15 centimeters, more specifically
For, in 89.1mm between 114.3mm；Its pipe thickness is about 5.5mm, and selecting above-mentioned size is to facilitate construction, 8-15cm
Tubular pole can use small machine and fulfil assignment；It and is preferable with 89.1mm, 101.6mm and 114.3mm；But it is not limited to
Size is stated, as long as purpose described in the utility model can be reached, the range also protected by the utility model.With regard to its material
Speech, metal are preferred, but consider that environmental project also can be other environment amenable building materials；Furtherly, can for galvanized steel,
The durable material such as steel.
According to any of the above-described embodiment, the support stake 2 or setting for borehole space 5 can be completed by small machine, certainly
It can also be completed by large-scale equipment.The support stake 2 is under conditions permit, it may be unnecessary to default borehole space 5, then will support stake
2 are placed among borehole space 5 and complete the utility model；More specifically, at the more soft place in stratum, if equipment can be straight
It takes into support stake 2, then can save one of engineering.So-called small machine is Small Drill Press, and preparation work is more existing to be applied
Work method is easy to be many, be particular on slope construction it is quite hard, therefore, the utility model upper is changed convenient and efficient
It is kind.The utility model provides one kind can implement by way of except large-scale equipment, to reach the purpose of this utility model.
The utility model aim in response to engineering aesthetics and give birth to, it is too small for cycle track radius of curvature, minimum unit at
Product can be directly in factory process.To scene, just 2-4 branch of beating support stake 2 more, compare that steel structure structure is convenient, and the utility model mentions
The weight ratio H profile steel of the support stake 2 of confession is gently very much, and is easily adjusted, with regard to the convenience and efficiency of the utility model integral installation
The duration of about half can be saved.
The utility model is not really wanted to replace existing cycle track mode of construction, and can be used as Computer Aided Design scheme.One certainly
It dynamic then several kilometers of special lane of driving a vehicle, if building bicycle capacity in enclosure space, invalidly, budget puzzlement, does not have and builds
Problem is made, however, most cycle tracks are all the open space designs for linking two places, such as: 15 sight spot cycle track of Xiamen (is used
Overpass handles city problems of land utilization).How open space design with upper to be improved, is apt to make road with space in space
Basic service quality is good.
It is quite tired to build a complete bicycle capacity because of right of way and orographic factor for the construction of existing cycle track
It is difficult.The identical mode that applies such as is moved into hills, mountain area, river bank, riverbed even seashore, is implemented due to limited landform without space；It is logical
The practical on the spot of the embodiments of the present invention is crossed, such as scenic spot, can achieve the complete effect of environmental-friendly and Function Construction.
While there has been shown and described that the embodiments of the present invention, for the ordinary skill in the art,
It is understood that these embodiments can be carried out with a variety of variations in the case where not departing from the principles of the present invention and spirit, repaired
Change, replacement and variant, the scope of the utility model is defined by the appended claims and the equivalents thereof.
Claims (21)
1. a kind of cycle track based on spray stake support frame, comprising: lane；Multiple support stakes, including the first extending direction, grouting
Space, grouting material and multiple slurry outlets；Multiple roots；And more than one connector；It is characterized in that, the support stake and institute
It states lane to be connected, extends to ground along first extending direction, and ground is submerged in the support stake part；The connector
The part that ground is not submerged in the support stake is connected, to limit the relative position between the support stake；The support pile center
The grouting space is formed, for inserting the grouting material；The slurry outlet is set to the support stake, and is connected to the filling
Starch space；The grouting material is discharged by the slurry outlet, forms root on stratum.
2. cycle track as described in claim 1, which is characterized in that be used to put the brill for supporting stake including at least one
Hole space.
3. cycle track as described in claim 1, which is characterized in that the multiple root is spread in stratum, and with stratum
Soil is mixed to form pile body.
4. cycle track as described in claim 1, which is characterized in that the support stake further include: multiple pulp seams；It is described more
A pulp is seamed in the support stake in the end on stratum, for the grouting material compared more than the multiple slurry outlet to be discharged,
Form multiple roots.
5. cycle track as described in claim 1, which is characterized in that the support stake outer diameter is selected from 89.1mm to 114.3mm.
6. cycle track as described in claim 1, which is characterized in that the support piling matter consists of metal.
7. cycle track as claimed in claim 6, which is characterized in that the support stake uses coating steel pipe.
8. cycle track as described in claim 1, which is characterized in that the lane further includes the second extending direction, and to institute
State the extension of the second extending direction；The support stake interval is arranged along second extending direction.
9. cycle track as claimed in claim 8, which is characterized in that the support stake is along vertical second extending direction
Direction arrangement, and connect with the lane.
10. cycle track as claimed in claim 8 or 9, which is characterized in that the support stake arrangement pitch is 50cm or more.
11. the cycle track as described in claim 1,8 or 9, which is characterized in that the connector is rhabodoid, and mechanicalness connects
The support stake for not submerging ground is connect, rack-like structures are formed.
12. cycle track as claimed in claim 11, which is characterized in that the connector is steel pipe.
13. a kind of support frame structure suitable for spraying the cycle track of stake support frame, includes: object to be supported supports stake, also includes
First extending direction, grouting space, grouting material and multiple slurry outlets；And multiple roots；Wherein, the support stake and it is described to
Supporter is connected, and extends to ground along first extending direction, and ground is submerged in the support stake part；The support stake
It is centrally formed the grouting space, to insert the grouting material；The slurry outlet is set to the support stake, and is connected to institute
State grouting space；The grouting material is discharged by the slurry outlet, forms the multiple root on stratum.
14. support frame structure as claimed in claim 13, which is characterized in that be alternatively arranged connection institute between the support stake
State object to be supported.
15. support frame structure according to claim 13 or 14, which is characterized in that support frame structure further includes at least 1 company
Fitting, the connector connect the part that ground is not submerged in the support stake, to limit the relative position between the support stake.
16. support frame structure as claimed in claim 13, which is characterized in that the root is spread in stratum, and mixed with soil
Conjunction forms pile body.
17. support frame structure as claimed in claim 13, which is characterized in that support frame as described above structure includes at least one drilling
Space, to put the support stake.
18. support frame structure as claimed in claim 13, which is characterized in that the support stake further includes: multiple pulp seams；Institute
It states pulp to seam in the support stake in the end on stratum, for the grouting material compared more than the slurry outlet to be discharged, be formed
Multiple roots.
19. support frame structure as claimed in claim 13, which is characterized in that the support stake external diametrical extent be 89.1mm extremely
114.3mm。
20. support frame structure as claimed in claim 13, which is characterized in that the support piling matter consists of metal.
21. support frame structure as claimed in claim 20, which is characterized in that the support stake uses coating steel pipe.
Applications Claiming Priority (2)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| TW106207565 | 2017-05-26 | ||
| TW106207565U TWM550251U (en) | 2017-05-26 | 2017-05-26 | Frame-supporting type bicycle lane utilizing jet grouting piles and frame-supporting structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN208415070U true CN208415070U (en) | 2019-01-22 |
Family
ID=61013450
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201721481706.XU Expired - Fee Related CN208415070U (en) | 2017-05-26 | 2017-11-09 | Bicycle lane based on spout stake support frame and support frame structure thereof |
Country Status (2)
| Country | Link |
|---|---|
| CN (1) | CN208415070U (en) |
| TW (1) | TWM550251U (en) |
-
2017
- 2017-05-26 TW TW106207565U patent/TWM550251U/en not_active IP Right Cessation
- 2017-11-09 CN CN201721481706.XU patent/CN208415070U/en not_active Expired - Fee Related
Also Published As
| Publication number | Publication date |
|---|---|
| TWM550251U (en) | 2017-10-11 |
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