CN107675642A - A kind of stacked fender pile of turriform - Google Patents
A kind of stacked fender pile of turriform Download PDFInfo
- Publication number
- CN107675642A CN107675642A CN201710815392.0A CN201710815392A CN107675642A CN 107675642 A CN107675642 A CN 107675642A CN 201710815392 A CN201710815392 A CN 201710815392A CN 107675642 A CN107675642 A CN 107675642A
- Authority
- CN
- China
- Prior art keywords
- turriform
- pile
- pile body
- stacked
- cushion pad
- 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.)
- Pending
Links
- 239000000872 buffer Substances 0.000 claims abstract description 28
- 239000007788 liquid Substances 0.000 claims abstract description 20
- 239000004568 cement Substances 0.000 claims abstract description 14
- 229910001220 stainless steel Inorganic materials 0.000 claims abstract description 12
- 239000010935 stainless steel Substances 0.000 claims abstract description 12
- 239000000853 adhesive Substances 0.000 claims abstract description 6
- 230000001070 adhesive effect Effects 0.000 claims abstract description 6
- 229920002635 polyurethane Polymers 0.000 claims abstract description 6
- 239000004814 polyurethane Substances 0.000 claims abstract description 6
- 239000004677 Nylon Substances 0.000 claims abstract description 4
- 238000004026 adhesive bonding Methods 0.000 claims abstract description 4
- 239000000463 material Substances 0.000 claims abstract description 4
- 229920001778 nylon Polymers 0.000 claims abstract description 4
- 229910000831 Steel Inorganic materials 0.000 claims description 5
- 239000010959 steel Substances 0.000 claims description 5
- 244000017020 Ipomoea batatas Species 0.000 claims description 3
- 235000002678 Ipomoea batatas Nutrition 0.000 claims description 3
- 240000008042 Zea mays Species 0.000 claims description 3
- 235000005824 Zea mays ssp. parviglumis Nutrition 0.000 claims description 3
- 235000002017 Zea mays subsp mays Nutrition 0.000 claims description 3
- 229940037003 alum Drugs 0.000 claims description 3
- 235000005822 corn Nutrition 0.000 claims description 3
- 235000013312 flour Nutrition 0.000 claims description 3
- 239000000843 powder Substances 0.000 claims description 3
- 239000003469 silicate cement Substances 0.000 claims 1
- 230000000694 effects Effects 0.000 abstract description 8
- 238000004519 manufacturing process Methods 0.000 abstract description 3
- 230000035939 shock Effects 0.000 abstract description 3
- 238000009434 installation Methods 0.000 abstract 1
- 230000003139 buffering effect Effects 0.000 description 4
- 239000007787 solid Substances 0.000 description 3
- 239000011398 Portland cement Substances 0.000 description 2
- 230000009286 beneficial effect Effects 0.000 description 2
- 238000005516 engineering process Methods 0.000 description 2
- 230000001681 protective effect Effects 0.000 description 2
- 238000004080 punching Methods 0.000 description 2
- 238000005452 bending Methods 0.000 description 1
- 230000015572 biosynthetic process Effects 0.000 description 1
- 238000010276 construction Methods 0.000 description 1
- 230000007812 deficiency Effects 0.000 description 1
- 230000003111 delayed effect Effects 0.000 description 1
- 239000003292 glue Substances 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 238000002360 preparation method Methods 0.000 description 1
Classifications
-
- E—FIXED CONSTRUCTIONS
- E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
- E01F—ADDITIONAL WORK, SUCH AS EQUIPPING ROADS OR THE CONSTRUCTION OF PLATFORMS, HELICOPTER LANDING STAGES, SIGNS, SNOW FENCES, OR THE LIKE
- E01F13/00—Arrangements for obstructing or restricting traffic, e.g. gates, barricades ; Preventing passage of vehicles of selected category or dimensions
-
- E—FIXED CONSTRUCTIONS
- E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
- E01F—ADDITIONAL WORK, SUCH AS EQUIPPING ROADS OR THE CONSTRUCTION OF PLATFORMS, HELICOPTER LANDING STAGES, SIGNS, SNOW FENCES, OR THE LIKE
- E01F9/00—Arrangement of road signs or traffic signals; Arrangements for enforcing caution
- E01F9/60—Upright bodies, e.g. marker posts or bollards; Supports for road signs
- E01F9/658—Upright bodies, e.g. marker posts or bollards; Supports for road signs characterised by means for fixing
- E01F9/673—Upright bodies, e.g. marker posts or bollards; Supports for road signs characterised by means for fixing for holding sign posts or the like
- E01F9/685—Subsoil means, e.g. foundations
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Devices Affording Protection Of Roads Or Walls For Sound Insulation (AREA)
Abstract
The invention discloses a kind of stacked fender pile of turriform, including pile body and turriform cushion pad；Pile body includes stainless steel insert and cement outer layer；Stainless steel insert top is pile body framework, and bottom is pile top；Chassis is provided between pile body framework and pile top；Cement outer layer is provided with outside pile body framework, forms the pile body structure of cuboid；The side of pile body structure is provided with turriform cushion pad；Turriform cushion pad forms from multiple buffers packets from close to pile body structure to away from pile body structure direction stacking, forms the pyramidal structure gradually collected；Buffers packet is in rectangular parallelepiped structure, and outside is that waterproof casings, inside are filled with non-newtonian liquid made of waterproof nylon material；Gluing is carried out by polyurethane adhesive between buffers packet.Manufacturing cost of the present invention is low, easy for installation, and steadiness is good, using flexible, strong shock resistance, and security is good, and using effect is good.
Description
Technical field
The present invention relates to building pile tube field, more particularly to a kind of stacked fender pile of turriform.
Background technology
Fender pile, bumper piles are called, suitable for access, highway, hotel, cell, physical culture place, jeopardously
Area and road construction location, ensure the safety and stably of vehicle operation.Fender pile is during vehicle surprisingly collides, it is necessary to the greatest extent
Kinetic energy during vehicle collision may be absorbed more, so as to reduce colliding forces, reduce the speed or stop vehicle of vehicle, so as to
Casualties is reduced to greatest extent.Solid pile or hollow steel made of existing fender pile generally use cement, concrete
Hollow pile made of pipe.Hollow pilework is slightly weak, it is easy to collision fracture occurs or bending, protection effect are poor.And cement,
Although solid pile structural strength is eager to excel compared with hollow pile made of concrete, when colliding, rigid collision occurs, collision is made
Firmly big, impact strength is big, it is easy to causes casualties.And either hollow pile or solid pile are all the rigidity used
Structure, if slight impact, also result in the deformation and damage of vehicle or pile body；And during hard hit, cushioning effect is small, holds very much
Pile body fracture, vehicle scrapping, personnel's casualties are easily caused, security is poor.
The content of the invention
In order to solve the above technical problems, the invention provides a kind of stacked fender pile of turriform, for of the prior art
Deficiency, using the stacked buffers packet for stacking setting of turriform, solve the rigid structure that existing fender pile uses, slight impact
Words, also result in the deformation and damage of vehicle or pile body；And during hard hit, cushioning effect is small, it is easy to cause pile body to be broken,
Vehicle scrapping, personnel's casualties, the problem of security difference.
To reach above-mentioned purpose, technical scheme is as follows：A kind of stacked fender pile of turriform, including pile body and tower
Shape cushion pad；The pile body includes stainless steel insert and cement outer layer；The stainless steel insert top is pile body framework, and bottom is
Pile top；Chassis is provided between the pile body framework and the pile top；The cement is provided with outside the pile body framework
Outer layer, form the pile body structure of cuboid；The turriform cushion pad is provided with the side of the pile body structure；The turriform is delayed
Punching pad forms from multiple buffers packets from close to the pile body structure to away from pile body structure direction stacking, and formation gradually collects
Pyramidal structure；The buffers packet is in rectangular parallelepiped structure, and outside is that waterproof casings, inside are full of made of waterproof nylon material
There is non-newtonian liquid；Gluing is carried out by polyurethane adhesive between the buffers packet.
As a preferred embodiment of the present invention, the non-newtonian liquid is corn flour solution, sweet potato powder solution, alum coagulate
One kind in glue.
As a preferred embodiment of the present invention, the drill flute of spiral surrounding setting is provided with outside the pile top.
As a preferred embodiment of the present invention, multiple bolts hole are provided with the chassis.
As a preferred embodiment of the present invention, the buffers packet is stacked with 2-7 layers.
As a preferred embodiment of the present invention, TPU film is provided with the inside of the waterproof casings.
As a preferred embodiment of the present invention, the cement layer uses portland cement, is internally provided with stainless steel
Web plate made of stirrup and steel wire.
As a preferred embodiment of the present invention, bracket is provided with below the turriform cushion pad.
Pass through above-mentioned technical proposal, the significant beneficial effect of technical solution of the present invention are：The present invention is rational in infrastructure, using not
Become rusty steel skeleton, is anchored by pile top and chassis, and stability is good, and intensity is high, while using the tower for thering is buffers packet stacking to form
Shape cushion pad, pyramidal structure are designed to uniform stressed, weaken impact strength layer by layer, effectively resist hit bring rush
Hit, using non-newtonian liquid as buffering liquid, the collision of varying strength is can adapt to, when generation is slight between vehicle and pile body
During collision, the non-newtonian liquid in buffers packet shows as the liquid of softness, coordinates the polyurethane adhesive between buffers packet, well
Play cushioning effect；When sharp impacts occur between vehicle and pile body, the non-newtonian liquid in buffers packet is in impact moment table
It is now hard fixing shape, as impinged upon on metope, strong shock resistance, protective is good, and impulsive force can be transmitted uniformly
To inside non-newtonian liquid, slow down impact, reduce the active force of pile body, avoid pile body from being broken, position when impact strength is excessive
Buffers packet in pinnacle of a pagoda bursts first, slows down impact, and by the cushioning effect of multilayer buffers packet, it is strong to effectively reduce impact
Degree, protection staff safety.In addition, manufacturing cost of the present invention is low, service life length, after the damage of turriform cushion pad, it is individually replaced i.e.
Can, replacement cost is low.
Brief description of the drawings
In order to illustrate more clearly about the embodiment of the present invention or technical scheme of the prior art, below will be to embodiment or existing
There is the required accompanying drawing used in technology description to be briefly described, it should be apparent that, drawings in the following description are only this
Some embodiments of invention, for those of ordinary skill in the art, on the premise of not paying creative work, can be with
Other accompanying drawings are obtained according to these accompanying drawings.
Fig. 1 is the structural representation of the present invention.
Corresponding component title of the numeral represented by with letter in figure：
1. the pile top of 2. chassis of pile body framework 3.
4. the turriform cushion pad of cement outer layer 5..
Embodiment
Below in conjunction with the accompanying drawing in the embodiment of the present invention, the technical scheme in the embodiment of the present invention is carried out clear, complete
Site preparation describes, it is clear that described embodiment is only part of the embodiment of the present invention, rather than whole embodiments.It is based on
Embodiment in the present invention, those of ordinary skill in the art are obtained every other under the premise of creative work is not made
Embodiment, belong to the scope of protection of the invention.
Embodiment
With reference to Fig. 1, the invention provides a kind of stacked fender pile of turriform, including pile body and turriform cushion pad 5；Pile body bag
Include stainless steel insert and cement outer layer 4；Stainless steel insert top is pile body framework 1, and bottom is pile top 3；It is provided with outside pile top 3
The drill flute that spiral surrounding is set.Multiple bolts hole are provided with chassis 2.Chassis 2 is provided between pile body framework 1 and pile top 3.
Cement outer layer 4 is provided with outside pile body framework 1, forms the pile body structure of cuboid.Cement layer uses portland cement, internal
It is provided with web plate made of the stirrup and steel wire of stainless steel.The side of pile body structure is provided with turriform cushion pad 5.Turriform buffers
Pad 5 forms from multiple buffers packets from close to pile body structure to away from pile body structure direction stacking, forms the turriform knot gradually collected
Structure；Buffers packet is stacked with 2-7 layers.Buffers packet is in rectangular parallelepiped structure, and outside is the waterproof casings made of waterproof nylon material, interior
Portion is filled with non-newtonian liquid.TPU film is provided with the inside of waterproof casings.Non-newtonian liquid is preferably corn flour solution, sweet potato
One kind in powder solution, alum gel.Gluing is carried out by polyurethane adhesive between buffers packet.In order to preferably install turriform buffering
Pad 5, bracket can be set below turriform cushion pad 5, auxiliary fixation is carried out to turriform cushion pad 5 by bracket.
By above-mentioned specific embodiment, the beneficial effects of the invention are as follows：The present invention is rational in infrastructure, using stainless steel insert,
Being anchored by pile top 3 and chassis 2, stability is good, and intensity is high, while using the turriform cushion pad for thering is buffers packet stacking to form
5, pyramidal structure is designed to uniform stressed, weakens impact strength layer by layer, effectively resists the impact hit and brought, and use is non-
Newtonian liquid can adapt to the collision of varying strength, when slight impact occurs between vehicle and pile body, delay as buffering liquid
Non-newtonian liquid in punching bag shows as the liquid of softness, coordinates the polyurethane adhesive between buffers packet, plays buffering well
Effect；When sharp impacts occur between vehicle and pile body, the non-newtonian liquid in buffers packet shows as hard in impact moment
Fixing shape, as impinged upon on metope, strong shock resistance, protective is good, and impulsive force can uniformly be delivered to non newtonian
Liquid internal, slow down impact, reduce the active force of pile body, avoid pile body from being broken, positioned at pinnacle of a pagoda when impact strength is excessive
Buffers packet bursts first, slows down impact, by the cushioning effect of multilayer buffers packet, effectively reduces impact strength, protection
Personal security.In addition, manufacturing cost of the present invention is low, service life length, after turriform cushion pad 5 damages, it is individually replaced, changes
Cost is low.
The foregoing description of the disclosed embodiments, professional and technical personnel in the field are enable to realize or using the present invention.
A variety of modifications to these embodiments will be apparent for those skilled in the art, as defined herein
General Principle can be realized in other embodiments without departing from the spirit or scope of the present invention.Therefore, it is of the invention
The embodiments shown herein is not intended to be limited to, and is to fit to and principles disclosed herein and features of novelty phase one
The most wide scope caused.
Claims (8)
1. a kind of stacked fender pile of turriform, it is characterised in that including pile body and turriform cushion pad；The pile body includes stainless steel
Skeleton and cement outer layer；The stainless steel insert top is pile body framework, and bottom is pile top；In the pile body framework and the stake
Chassis is provided between point；The cement outer layer is provided with outside the pile body framework, forms the pile body structure of cuboid；
The side of the pile body structure is provided with the turriform cushion pad；The turriform cushion pad is by multiple buffers packets from close to the stake
Body structure forms to away from pile body structure direction stacking, forms the pyramidal structure gradually collected；The buffers packet is in rectangular
Body structure, outside are that waterproof casings, inside are filled with non-newtonian liquid made of waterproof nylon material；Between the buffers packet
Gluing is carried out by polyurethane adhesive.
2. the stacked fender pile of turriform according to claim 1, it is characterised in that the non-newtonian liquid is that corn flour is molten
One kind in liquid, sweet potato powder solution, alum gel.
3. the stacked fender pile of turriform according to claim 2, it is characterised in that be provided with helical ring outside the pile top
Around the drill flute of setting.
4. the stacked fender pile of turriform according to claim 3, it is characterised in that multiple bolts are provided with the chassis
Hole.
5. the stacked fender pile of turriform according to claim 4, it is characterised in that the buffers packet is stacked with 2-7 layers.
6. the stacked fender pile of turriform according to claim 5, it is characterised in that be provided with the inside of the waterproof casings
TPU film.
7. the stacked fender pile of turriform according to claim 6, it is characterised in that the cement layer uses silicate cement
Mud, it is internally provided with web plate made of the stirrup and steel wire of stainless steel.
8. the stacked fender pile of turriform according to claim 6, it is characterised in that set below the turriform cushion pad
There is bracket.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201710815392.0A CN107675642A (en) | 2017-09-12 | 2017-09-12 | A kind of stacked fender pile of turriform |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201710815392.0A CN107675642A (en) | 2017-09-12 | 2017-09-12 | A kind of stacked fender pile of turriform |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN107675642A true CN107675642A (en) | 2018-02-09 |
Family
ID=61135687
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201710815392.0A Pending CN107675642A (en) | 2017-09-12 | 2017-09-12 | A kind of stacked fender pile of turriform |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN107675642A (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN112224235A (en) * | 2020-09-23 | 2021-01-15 | 南京钢铁股份有限公司 | Driving backstop device |
| CN112227622A (en) * | 2020-10-12 | 2021-01-15 | 卓雪娇 | Compression-resistant plastic-wood board |
Citations (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN202322132U (en) * | 2011-12-05 | 2012-07-11 | 中联重科股份有限公司 | Crane and protection device for preventing backward tilting of arm support of crane |
| CN203393660U (en) * | 2013-08-27 | 2014-01-15 | 淄博市公路管理局桓台分局 | Road pile for road construction |
| CN204825736U (en) * | 2015-08-18 | 2015-12-02 | 武汉力拓桥科防撞设施有限公司 | Flexible energy dissipation type pier prevents that car hits device |
| CN205839652U (en) * | 2016-06-26 | 2016-12-28 | 徐州巨力杆塔有限公司 | A kind of buffer type tower and stay wire crash bearer |
| CN205875016U (en) * | 2016-07-26 | 2017-01-11 | 长兴万达建设有限公司 | Construction pile for road |
| TWM546136U (en) * | 2017-05-08 | 2017-08-01 | he-jun Li | Crash-proof luggage |
| CN207582356U (en) * | 2017-09-12 | 2018-07-06 | 汤始建华建材（苏州）有限公司 | A kind of stacked fender pile of turriform |
-
2017
- 2017-09-12 CN CN201710815392.0A patent/CN107675642A/en active Pending
Patent Citations (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN202322132U (en) * | 2011-12-05 | 2012-07-11 | 中联重科股份有限公司 | Crane and protection device for preventing backward tilting of arm support of crane |
| CN203393660U (en) * | 2013-08-27 | 2014-01-15 | 淄博市公路管理局桓台分局 | Road pile for road construction |
| CN204825736U (en) * | 2015-08-18 | 2015-12-02 | 武汉力拓桥科防撞设施有限公司 | Flexible energy dissipation type pier prevents that car hits device |
| CN205839652U (en) * | 2016-06-26 | 2016-12-28 | 徐州巨力杆塔有限公司 | A kind of buffer type tower and stay wire crash bearer |
| CN205875016U (en) * | 2016-07-26 | 2017-01-11 | 长兴万达建设有限公司 | Construction pile for road |
| TWM546136U (en) * | 2017-05-08 | 2017-08-01 | he-jun Li | Crash-proof luggage |
| CN207582356U (en) * | 2017-09-12 | 2018-07-06 | 汤始建华建材（苏州）有限公司 | A kind of stacked fender pile of turriform |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN112224235A (en) * | 2020-09-23 | 2021-01-15 | 南京钢铁股份有限公司 | Driving backstop device |
| CN112227622A (en) * | 2020-10-12 | 2021-01-15 | 卓雪娇 | Compression-resistant plastic-wood board |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| PB01 | Publication | ||
| PB01 | Publication | ||
| SE01 | Entry into force of request for substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| RJ01 | Rejection of invention patent application after publication |
Application publication date: 20180209 |
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| RJ01 | Rejection of invention patent application after publication |