CN109881578A - The anticollision of urban air pavement supports cushion cap - Google Patents
The anticollision of urban air pavement supports cushion cap Download PDFInfo
- Publication number
- CN109881578A CN109881578A CN201910210620.0A CN201910210620A CN109881578A CN 109881578 A CN109881578 A CN 109881578A CN 201910210620 A CN201910210620 A CN 201910210620A CN 109881578 A CN109881578 A CN 109881578A
- Authority
- CN
- China
- Prior art keywords
- column
- cushion cap
- pedestal
- reserved
- clutch disk
- 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.)
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Links
- NJPPVKZQTLUDBO-UHFFFAOYSA-N novaluron Chemical compound C1=C(Cl)C(OC(F)(F)C(OC(F)(F)F)F)=CC=C1NC(=O)NC(=O)C1=C(F)C=CC=C1F NJPPVKZQTLUDBO-UHFFFAOYSA-N 0.000 claims abstract description 29
- 238000012946 outsourcing Methods 0.000 claims abstract description 13
- 229920000742 Cotton Polymers 0.000 claims abstract description 10
- 238000010276 construction Methods 0.000 claims abstract description 9
- 229920002635 polyurethane Polymers 0.000 claims abstract description 9
- 239000004814 polyurethane Substances 0.000 claims abstract description 9
- 239000002689 soil Substances 0.000 claims description 5
- 238000003780 insertion Methods 0.000 claims description 4
- 230000037431 insertion Effects 0.000 claims description 4
- 239000000853 adhesive Substances 0.000 claims description 3
- 230000001070 adhesive effect Effects 0.000 claims description 3
- 239000011150 reinforced concrete Substances 0.000 claims description 3
- 229920005830 Polyurethane Foam Polymers 0.000 claims description 2
- 239000011496 polyurethane foam Substances 0.000 claims description 2
- 230000003139 buffering effect Effects 0.000 claims 1
- 238000009435 building construction Methods 0.000 abstract description 2
- QGZKDVFQNNGYKY-UHFFFAOYSA-N Ammonia Chemical compound N QGZKDVFQNNGYKY-UHFFFAOYSA-N 0.000 description 2
- 238000012986 modification Methods 0.000 description 2
- 230000004048 modification Effects 0.000 description 2
- 229910021529 ammonia Inorganic materials 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 150000002148 esters Chemical class 0.000 description 1
- 238000000034 method Methods 0.000 description 1
- 239000000178 monomer Substances 0.000 description 1
- 230000035939 shock Effects 0.000 description 1
Landscapes
- Road Paving Structures (AREA)
Abstract
The present invention relates to a kind of anticollisions of urban air pavement to support cushion cap, belongs to the realm of building construction.Including constructing pedestal, limit for height rib under clutch disk, column on support cushion cap column, column；The upper and lower ends for supporting cushion cap column are respectively to construct pedestal under clutch disk and column on column, clutch disk is equipped with prepared screw-bolt hole one on column, it is connect by high-strength bolt with foot bridge face, pedestal is constructed under column and is equipped with reserved stake holes, base groove is reserved with ground by friction pile and is connect；Two circle limit for height rib of setting on the shaft of cushion cap column is supported, arranges arc high resiliency buffer board and outsourcing high density polyurethane foamed cotton layer between two circle limit for height ribs.The invention has the advantages that easy for construction, easy to connect, speed of application is fast, reduce cost, sound construction, reduces energy loss, guarantee the overall stability of cushion cap cylinder while being provided with anti-collision facility.
Description
Technical field
The invention belongs to the realm of building construction, support cushion cap more particularly to a kind of anticollision of urban air pavement.
Background technique
In city, soil be it is very limited, vehicle flowrate is more, people can walking pavement it is all very limited, and show
Aerial pavement its degree of automation having is low, cannot achieve the automatic transportation to pedestrian, pedestrian inevitably in the street can be with vehicle phase
It mutually influences that accident even occurs, the safety of people is most important；And there now have been aerial sidewalk, so support pavement
Cushion cap stability and crashworthiness it is most important.
Summary of the invention
In order to solve above-mentioned technical problem, the present invention provides a kind of easy for construction, easy to connect, speed of application
Fastly, cost, sound construction are reduced, reduces energy loss, city's aerial sidewalk anticollision of anticollision supports cushion cap.
The technical solution adopted by the invention is as follows:
The anticollision of urban air pavement supports cushion cap, including support cushion cap column, arc high resiliency buffer board, the poly- ammonia of outsourcing high density
Ester foamed cotton layer；The upper and lower ends of the support cushion cap column are respectively to construct pedestal under clutch disk and column on column, connect circle on column
Disk is equipped with prepared screw-bolt hole one, is connect by high-strength bolt with foot bridge face, and pedestal is constructed under column and is equipped with reserved stake holes, is led to
Friction pile is crossed to connect with the reserved base groove in ground；Support cushion cap column shaft on setting two circle limit for height ribs, two circle limit for height ribs it
Between arrange arc high resiliency buffer board and outsourcing high density polyurethane foamed cotton layer.
Further, the support cushion cap column is prefabricated reinforced concrete structure, is equidistantly uniformly set on clutch disk on column
Set four prepared screw-bolt holes one；It is disc-shape that pedestal is constructed under column, is equidistantly uniformly arranged four on construction pedestal under column and reserves
Stake holes.
Further, the part between two circle limit for height ribs on the support cushion cap column is by four pieces of arc high resiliency buffer boards
Connection encases support cushion cap column, and the two sides up and down of arc high resiliency buffer board are provided with prepared screw-bolt hole two, pass through U-bolt
Four arc high resiliency buffer boards are connected, are set with one circle of outside arrangement that building adhesive is looped around arc high resiliency buffer board
Set outsourcing high density polyurethane foamed cotton layer.
Further, in the circular groove on the column on clutch disk insertion foot bridge face, clutch disk and people on column
Four prepared screw-bolt holes one being arranged on row bridge floor correspond to each other, and are connected clutch disk on column and foot bridge face by high-strength bolt
It connects.
Further, pedestal insertion ground is constructed under the column to reserve in base groove, and pedestal is constructed under column and is kept on file in advance
Four reserved stake holes being arranged on seat groove correspond to each other, and will construct pedestal under column by friction pile and connect with reserved base groove
And squeeze into the soil body.
The beneficial effects of the present invention are: easy for construction, easy to connect, speed of application is fast, reduces cost, sound construction, drop
Low energy loss, guarantees the overall stability of cushion cap cylinder while being provided with anti-collision facility；When hitting again, arc is high
Elastic buffer plate and outsourcing high density polyurethane foam, which can efficiently absorb, to be laid down most of energy and then guarantees structure entirety
Stability.
Detailed description of the invention
Fig. 1 is the overall effect figure that urban air pavement of the present invention anticollision supports cushion cap.
Fig. 2 is the connection main view of present invention support cushion cap column and up-down structure.
Fig. 3 is present invention support cushion cap column monomer structure figure.
Fig. 4 is Section A-A figure in Fig. 1.
Fig. 5 is that arc high resiliency buffer board outsourcing of the present invention supports cushion cap column top view.
Fig. 6 is section B-B figure in Fig. 5.
Fig. 7 behaviour row bridge floor top view.
In figure: 1 be support cushion cap column, 2 be clutch disk on column, 3 be constructed under column pedestal, 4 be limit for height rib, 5 be people's row
Bridge floor, 6 be round groove, 7 be ground reserve base groove, 8 be arc high resiliency buffer board, 9 be U-bolt, 10 be high-strength
Bolt, 11 are that prepared screw-bolt hole one, 12 is outsourcing high density polyurethane foamed cotton layer, 13 is friction pile, 14 is reserved stake holes, 15 is
Prepared screw-bolt hole two.
Specific embodiment
In order to further illustrate the present invention, the present invention is described in detail with reference to the accompanying drawings and embodiments, but not
They can be interpreted as limiting the scope of the present invention.
Embodiment 1:
As shown in figs. 1-7, a kind of urban air pavement anticollision of the invention supports connects on cushion cap, including support cushion cap column 1, column
Pedestal 3, limit for height rib 4, people walking along the street face 5, circular groove 6, ground reserved base groove 7, arc high resiliency are constructed under disk 2, column
Buffer board 8, U-bolt 9, high-strength bolt 10, prepared screw-bolt hole 1, outsourcing high density polyurethane foamed cotton layer 12, friction pile 13,
Reserved stake holes 14；The support cushion cap column 1 is prefabricated reinforced concrete structure, is arranged on column thereon and constructs under clutch disk 2, column
Pedestal 3, limit for height rib 4, prepared screw-bolt hole 1, reserved stake holes 14 support and two circle limit for height ribs 4 are arranged on the shaft of cushion cap column 1, and two
Region is the region that collides between circle limit for height rib 4, arranges arc high resiliency buffer board 8, outsourcing high density polyurethane bubble therebetween
Cotton layer 12 is anticollision layer, can effectively absorb energy and protection support cushion cap column 1 when shock；It is equidistant in clutch disk 2 on column
It is uniformly arranged 4 prepared screw-bolt holes 1；It is disc-shape that pedestal 3 is constructed under column also, is equidistantly uniformly arranged 4 reserved stakes thereon
Hole 14；Two circular grooves 6 are set below people walking along the street face 5, and 6 size of circular groove is identical as clutch disk 2 on column, circular groove
Also 4 prepared screw-bolt holes 1 are uniformly arranged inside 6, equidistantly in order to the connection with clutch disk 2 on column；Reserve pedestal in ground
The size of groove 7 is identical as 3 size of pedestal is constructed under column, and ground is reserved in base groove 7 and is equidistantly uniformly arranged 4 reserved stake holes
14, in order to which friction pile 13 squeezes into the soil body, and then the reserved base groove 7 of pedestal 3 and ground will be constructed under column and is linked as entirety.
When clutch disk 2 is embedded in the circular groove 6 on foot bridge face 5 on column, on column on clutch disk 2 and foot bridge face 5
4 prepared screw-bolt holes 1 being arranged can correspond to each other, and be connected the two with will pass through high-strength bolt 10.Pedestal 3 is constructed under column
When base groove 7 is reserved on insertion ground, the reserved stake holes 14 of 4 be arranged on pedestal 3 and reserved base groove 7 are constructed under column can phases
It is mutually corresponding, it the two is connected and squeezes into the soil body will pass through friction pile 13.
The body portion of support cushion cap column 1 between two circle limit for height ribs 4 is connected by 4 arc high resiliency buffer boards 8 by column
Body encases, and the two sides up and down of arc high resiliency buffer board 8 are provided with prepared screw-bolt hole 2 15, between with U-bolt 9 by 4 arcs
Shape high resiliency buffer board 8 connects.After 4 arc high resiliency buffer boards 8 are connected, arc is looped around with building adhesive
The one circle setting outsourcing high density polyurethane foamed cotton layer 12 of outside arrangement of high resiliency buffer board 8.
The above is only a preferred embodiment of the present invention, it is noted that for the ordinary skill people of the art
For member, various improvements and modifications may be made without departing from the principle of the present invention, these improvements and modifications are also answered
It is considered as protection scope of the present invention.
Claims (5)
1. the anticollision of urban air pavement supports cushion cap, it is characterised in that: including support cushion cap column (1), arc high resiliency buffering
Plate (8), outsourcing high density polyurethane foamed cotton layer (12)；
The upper and lower ends of support cushion cap column (1) are respectively construction pedestal (3) under clutch disk on column (2) and column, are connected on column
Disk (2) are connect equipped with prepared screw-bolt hole one (11), is connect by high-strength bolt (10) with foot bridge face (5), constructs bottom under column
Seat (3) is equipped with reserved stake holes (14), reserves base groove (7) with ground by friction pile (13) and connect；It supports cushion cap column (1)
Shaft on setting two circle limit for height rib (4), two circle limit for height rib (4) between arrange arc high resiliency buffer board (8) and outsourcing it is highly dense
It spends polyurethane foam layer (12).
2. urban air pavement according to claim 1 anticollision supports cushion cap, it is characterised in that: the support cushion cap column
(1) it is prefabricated reinforced concrete structure, is equidistantly uniformly arranged four prepared screw-bolt holes one (11) on clutch disk (2) on column；Column
Lower construction pedestal (3) is disc-shape, is constructed on pedestal (3) under column and is equidistantly uniformly arranged four reserved stake holes (14).
3. urban air pavement according to claim 1 anticollision supports cushion cap, it is characterised in that: the support cushion cap column
(1) part between two circles limit for height rib (4) on will support cushion cap column (1) packet by four pieces of arc high resiliency buffer board (8) connections
Firmly, the two sides up and down of arc high resiliency buffer board (8) are provided with prepared screw-bolt hole two (15), by U-bolt (9) by four arcs
Shape high resiliency buffer board (8) connects, and is arranged with one circle of outside arrangement that building adhesive is looped around arc high resiliency buffer board (8)
Outsourcing high density polyurethane foamed cotton layer (12).
4. urban air pavement according to claim 1 anticollision supports cushion cap, it is characterised in that: connect circle on the column
Disk (2) is embedded in the circular groove (6) on foot bridge face (5), four be arranged on clutch disk (2) and foot bridge face (5) on column
A prepared screw-bolt hole one (11) corresponds to each other, and is connected clutch disk on column (2) and foot bridge face (5) by high-strength bolt (10)
It connects.
5. urban air pavement according to claim 1 anticollision supports cushion cap, it is characterised in that: construct bottom under the column
Seat (3) insertion ground is reserved in base groove (7), and it is pre- that four be arranged on pedestal (3) and reserved base groove (7) are constructed under column
It stays stake holes (14) to correspond to each other, pedestal (3) and reserved base groove (7) connection will be constructed by friction pile (13) under column and squeezes into
The soil body.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201910210620.0A CN109881578A (en) | 2019-03-20 | 2019-03-20 | The anticollision of urban air pavement supports cushion cap |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201910210620.0A CN109881578A (en) | 2019-03-20 | 2019-03-20 | The anticollision of urban air pavement supports cushion cap |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN109881578A true CN109881578A (en) | 2019-06-14 |
Family
ID=66933121
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201910210620.0A Pending CN109881578A (en) | 2019-03-20 | 2019-03-20 | The anticollision of urban air pavement supports cushion cap |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN109881578A (en) |
Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US20020073876A1 (en) * | 1998-04-08 | 2002-06-20 | Svensson Einar | Support structure for elevated |
| CN103938645A (en) * | 2014-03-14 | 2014-07-23 | 中国水电顾问集团西北勘测设计研究院有限公司 | Prefabricated concrete bearing platform with reserved foundation ring hole and reserved pile nest holes and fabricated multi-pile foundation installation method based on prefabricated concrete bearing platform with reserved foundation ring hole and reserved pile nest holes |
| CN207211024U (en) * | 2017-09-13 | 2018-04-10 | 沈阳建筑大学 | Connecting rod power consumption pier anticollision buffer system |
| CN108385512A (en) * | 2018-03-22 | 2018-08-10 | 北京工业大学 | One kind being based on bolted modular assembly formula Hollow High Pier splicing structure and its practice |
| CN209941477U (en) * | 2019-03-20 | 2020-01-14 | 沈阳建筑大学 | Urban aerial sidewalk anti-collision supporting bearing platform |
-
2019
- 2019-03-20 CN CN201910210620.0A patent/CN109881578A/en active Pending
Patent Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US20020073876A1 (en) * | 1998-04-08 | 2002-06-20 | Svensson Einar | Support structure for elevated |
| CN103938645A (en) * | 2014-03-14 | 2014-07-23 | 中国水电顾问集团西北勘测设计研究院有限公司 | Prefabricated concrete bearing platform with reserved foundation ring hole and reserved pile nest holes and fabricated multi-pile foundation installation method based on prefabricated concrete bearing platform with reserved foundation ring hole and reserved pile nest holes |
| CN207211024U (en) * | 2017-09-13 | 2018-04-10 | 沈阳建筑大学 | Connecting rod power consumption pier anticollision buffer system |
| CN108385512A (en) * | 2018-03-22 | 2018-08-10 | 北京工业大学 | One kind being based on bolted modular assembly formula Hollow High Pier splicing structure and its practice |
| CN209941477U (en) * | 2019-03-20 | 2020-01-14 | 沈阳建筑大学 | Urban aerial sidewalk anti-collision supporting bearing platform |
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