CN206562550U - The sidewalk structure that a kind of beach area is built using junked tire - Google Patents
The sidewalk structure that a kind of beach area is built using junked tire Download PDFInfo
- Publication number
- CN206562550U CN206562550U CN201720123334.7U CN201720123334U CN206562550U CN 206562550 U CN206562550 U CN 206562550U CN 201720123334 U CN201720123334 U CN 201720123334U CN 206562550 U CN206562550 U CN 206562550U
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- Prior art keywords
- steel
- junked tire
- beach
- balancing weight
- row
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Abstract
The utility model discloses the sidewalk structure that a kind of beach area is built using junked tire, including junked tire balancing weight, two kinds of I-steel, design beach sidewalk size, two-row spacing distribution, top surface absolute altitude identical I-steel two are squeezed into specifying beach position, multiple old tire balancing weights mutually laminated are inserted on every I-steel two, each row junked tire balancing weight be pressed into beach to no longer sink and elevation of top is consistent；Often it is inserted on row's I-steel two and fixed I-steel one, is interval between cross connecting plate, cross connecting plate the concrete slab that tiles between two I-steel one, cross connecting plate two ends are provided with equidistant column, column and weld railing.The utility model is simple in construction, easy construction, and junked tire balancing weight mutually piles up that speed of application is fast, and overall cost is relatively low, convenient to remove and reconstruction.
Description
Technical field：
The utility model is related to the technology of building of beach area traffic sidewalk, more particularly to a kind of beach area utilizes waste and old
The sidewalk structure that tire is built.
Background technology：
Beach, refers to tide leaching area or the beach between high tide level and low tide, appellation " intertidal zone " on geomorphology.Beach
It is the important reserve land resources of China, with area is big, distribution is concentrated, regional conditions are good, farming, animal husbandry and fishery multi-purpose development potential
Big the characteristics of.Beach be aquaculture and developing agricultural production important base, be exploitation ocean, one of Development of Marine industry
Treasure.
Beach area soft soil, is unfavorable for the carrying of the current and simple goods and materials of personnel.Therefore carrying out agriculture and animal husbandry using beach
During fish production, the important location in part need to build traffic pavement, facilitate walk.Such traffic pavement, the friendship born
Logical load is less, normally only current for pedestrian and non-motor vehicle, and need to consider SEA LEVEL VARIATION and Seasonal and have interim
Property, intermittence use feature, therefore should not build into permanent form using armored concrete.
And on the other hand, the junked tire that China produces every year is at the forefront in the world, China's junked tire yield in 2013
2.99 hundred million are reached, weight reached 10,800,000 tons, and increased with every year about 8% ~ 10% speed.To the year two thousand twenty, China gives up
Old tire annual production will be up to 20,000,000 tons.How safe and environment-friendly processing junked tire growing day by day, be urgently to be resolved hurrily ask
Topic.
If junked tire can be used for the construction of beach area traffic sidewalk, beach area traffic on the one hand can be reduced
The cost and difficulty of construction of sidewalk, on the other hand also provide new way, it is clear that meet resource sharp again for the recycling of junked tire
Growth requirement.
It can be seen that, it is necessary to the design method that beach sidewalk is built using junked tire is inquired into, promotes the innovation of prior art
With progress.
Utility model content：
In order to make up the deficiency of prior art problem, the purpose of this utility model is to provide a kind of beach area and utilizes waste and old
The sidewalk structure that tire is built, its resistance to overturning is high, easy construction, is that building for beach area traffic sidewalk provides a kind of new
Thinking.
The technical solution of the utility model is as follows：
The sidewalk structure that beach area is built using junked tire, it is characterised in that including junked tire balancing weight, two kinds
I-steel, cross connecting plate, concrete slab, design beach sidewalk size according to space enrironment and geological conditions, are specified in design
Beach position, which is squeezed on two-row spacing distribution, top surface absolute altitude identical I-steel two, every I-steel two, is inserted in multiple phases
The old tire balancing weight mutually laminated, each row junked tire balancing weight be pressed into beach to no longer sink and elevation of top is consistent；
Often it is inserted on row's I-steel two and fixed I-steel one constitutes and is interval with transverse direction between girder steel, two I-steel one
Tile concrete slab between connecting plate, cross connecting plate, and cross connecting plate two ends are provided with equidistant column, column and weld column
Bar.
The sidewalk structure that described beach area is built using junked tire, it is characterised in that described junked tire is matched somebody with somebody
For colligation distributing bar in junked tire interior grooves space, simultaneously casting concrete is formed pouring weight, and in center provided with reserved
Hole, preformed hole is in I-shaped shape, and its size is more than the outer profile size of I-steel two.
The sidewalk structure that described beach area is built using junked tire, it is characterised in that on described I-steel one
I-shaped hole is opened up at equal intervals, and I-shaped hole size is more than the section outer profile size of I-steel two；The model of I-steel one with
Size is more than the model and size of I-steel two；During centre-to-centre spacing between adjacent I-shaped hole is equal between adjacent I-steel two
The heart away from.
The sidewalk structure that described beach area is built using junked tire, it is characterised in that described cross connecting plate
Two ends respectively set two bayonet sockets, bayonet socket is formed by two blocks be welded on main steel plate adjacent small steel plates, and the span width of bayonet socket is bigger
In the thickness of the wing plate of I-steel one, the centre distance of the two neighboring bayonet socket in two ends is the height of the web of I-steel one, lateral connection
The centre distance of two bayonet sockets on the inside of plate is equal to the distance between wing plate on the inside of the girder steel of two row's I-steel one.
The sidewalk structure that described beach area is built using junked tire, it is characterised in that described junked tire is matched somebody with somebody
Exposed face shotcrete of the pouring weight more than lowest water level is simultaneously wiped one's face.
The beneficial effects of the utility model are：
1st, the utility model makes balancing weight using junked tire, and one side junked tire is that outer framework can save template,
Another aspect junked tire, which can be protected effectively, only matches somebody with somebody a small amount of distributing bar in the armored concrete in its inside groove, concrete,
And building waste, rubble of appropriate particle diameter etc. can be admixed in concrete, convenient material drawing, overall price is cheap；
2nd, the utility model vertical load makes balancing weight by junked tire and undertakes and be transferred in stratum, horizontal loading by
Respectively squeeze into I-steel in the earth formation to undertake, bulk strength is big, the farming, animal husbandry and fishery production need in beach area under general condition can be met
Ask；
3rd, the utility model is used generally as provisional, transitional structures, you can as needed carry out shift with again
Build, according to opposite process is built, quick dismounting of the present utility model and reconstruction can be achieved；
4th, the utility model is simple in construction, easy construction, junked tire balancing weight mutually to pile up speed of application fast, it is overall
Cost is relatively low.
Brief description of the drawings：
Fig. 1 is junked tire counterweight block structure schematic diagram of the present utility model.
Fig. 2 is cement board structure schematic diagram of the present utility model.
Fig. 3 is the structural representation of I-steel one of the present utility model.
Fig. 4 is lateral connection plate structure schematic diagram of the present utility model.
Fig. 5 is each I-steel overlap joint schematic diagram of the present utility model.
Fig. 6 is sidewalk road pier structure schematic diagram of the present utility model.
Fig. 7 is that road pier of the present utility model overlaps schematic diagram with I-steel.
Fig. 8 is the sidewalk structural representation that the utility model hides cement plate.
Fig. 9 is sidewalk structural representation of the present utility model.
Figure 10 is sidewalk vertical section diagrammatic cross-section of the present utility model.
Figure 11 is sidewalk cross-sectional profile schematic diagram of the present utility model.
Description of reference numerals：1st, junked tire；2nd, armored concrete；3rd, preformed hole；4th, concrete slab；5th, hole for hoist；6、
I-steel one；7th, I-shaped hole；8th, cross connecting plate；9th, bayonet socket；10th, I-steel two；11st, railing；12nd, column；A, water level face；
B, beach mud face.
Embodiment：
Referring to accompanying drawing：
The sidewalk structure that beach area is built using junked tire, including junked tire balancing weight, two kinds of I-steel, transverse directions
Connecting plate 8, concrete slab 4 etc., are designed after beach sidewalk size according to space enrironment and geological conditions, are beaten in design specified location
Enter I-steel 2 10 and make the top surface absolute altitude of each I-steel 2 10 identical, junked tire balancing weight is inserted in respectively based on preformed hole 3
It is on I-steel 2 10, each row junked tire balancing weight press-in beach is consistent to no longer sagging and elevation of top, then based on I-shaped
Type hole 7 forms the top that I-steel 1 is inserted in each I-steel 2 10 on two parallel row's girder steels, according to a determining deviation each transverse direction
The both sides bayonet socket 9 of connecting plate 8, which is stuck on the wing plate of two row's girder steels, forms horizontal fixed structure, and with cement mortar two row's I-shapeds
The intermediate groove filling of the girder steel of steel 1 is floating, then concrete slab 4 is laid on two row girder steels, in the girder steel of two row's I-steel 1
Outside weld column 12 at equal intervals, then weld railing 11 on column 12, thus constitute the traffic pavement in beach area.
For colligation distributing bar in the interior grooves space of junked tire 1, simultaneously casting concrete 2 is formed junked tire balancing weight,
And preformed hole 3 is provided with center, preformed hole 3 is in I-shaped shape, and its size is more than the outer profile size of I-steel 2 10.Due to
Junked tire can effectively protect the armored concrete in its inside groove, thus can be mixed in concrete particle diameter appropriateness building waste with it is broken
Stone etc., further reduces cost.The configuration of junked tire balancing weight is as shown in Figure 1.
Two kinds of I-steel are used in the utility model：The effect of I-steel 2 10 be similar to bridge pier, I-steel 1 equivalent to
Girder steel between bridge pier.The model of I-steel 1 is more than the model and size of I-steel 2 10 with size.As I-steel 2 10 can
From the I-steel of specification 10 or 12, I-steel 1 can select specification 36a or 40a I-steel.The configuration of I-steel 1 is such as
Shown in Fig. 3.
I-shaped hole 7 is opened up on I-steel 1 at equal intervals, the size in I-shaped hole 7 is more than the foreign steamer of I-steel 2 10
Wide size, conveniently entangles I-steel 2 10.Centre-to-centre spacing on I-steel 1 between adjacent I-shaped hole 7 is equal to adjacent I-steel
Centre-to-centre spacing between 2 10.
I-steel 1 should be designed to full-length, and two ends are provided with multiple bolts hole.The I-steel of each adjacent modular length
By aiding in steel plate to be fixed with bolt between one 6, so as to reach interconnection and extension.
Cross connecting plate 8, which is played, to be linked, fixes the steel beam action of two row's I-steel 1, forms the lateral connection of sidewalk；It is horizontal
Respectively set two bayonet sockets to the two ends of connecting plate 8, bayonet socket is formed by two blocks be welded on main steel plate adjacent small steel plates, bayonet socket it is net
Width is slightly larger than the thickness of the wing plate of I-steel 1, and the centre distance of the two neighboring bayonet socket in two ends is the height of the web of I-steel 1
Degree, the centre distance of two bayonet sockets of the inner side of cross connecting plate 8 be equal on the inside of the girder steel of two row's I-steel 1 between wing plate away from
From；The configuration of cross connecting plate 8 is as shown in Figure 4.
Cross connecting plate 8 is directly clamped among on the wing plate of two row's I-steel 1, is installed with removing convenient.Follow-up concrete slab 4
It is pressed on cross connecting plate 8, therefore cross connecting plate 8 can effective, two row's girder steels of firm connection.
The two ends of concrete slab 4 set hole for hoist 5, are used for lifting with carrying.The length of concrete slab 4 is equal to two row's works
The distance between girder steel outer rim of word steel 1；The width of concrete slab 4 can flexibly be determined according to carrying with lifting demand.
The upper grooves of the girder steel of two row's I-steel 1 fill floating with cement mortar, form a range of plane.Coagulation
The two ends of native plate 4 are overlapped in the filling plane, are conducive to reducing stress concentration, are reached the effect of protection concrete slab 4.
Column 12 is welded on the outside of the girder steel of two row's I-steel 1 at equal intervals.Certainly, for convenient disassembly from now on,
Bolt hole can be opened up on the outside of the girder steel of I-steel 1, the bottom of column 12 is plate-like also to set the bolt hole that matches, and both can pass through
Bolt connection；Column 12 disclosure satisfy that the safety in daily traffic with the connection of the girder steel of I-steel 1 and with enough intensity
Demand；Railing 11 be able to can be also bolted with column 12 by being welded to connect.
Vertical load bang path of the present utility model is：It is parallel that action of traffic loading is passed to both sides by concrete slab 4
I-steel 1, load passes to each row junked tire balancing weight by I-steel 1 again, and traffic loading is based on each waste and old wheel of row
Tire balancing weight passes to beach stratum；Load can be delivered to larger area by the contact area of junked tire balancing weight than larger
Soil layer in, base stress is smaller, and more advantage is accumulated for less base form with respect to other conventional cross-sections；Due to I-shaped
The size of I-shaped hole 7 on steel 1 is more than the size of I-steel 2 10, therefore I-steel 2 10 will not constrain, prevent I-steel 1
Sinking, I-steel 2 10 do not undertake vertical traffic loading.
Traffic loading causes each row junked tire balancing weight further to sink, be absorbed in beach stratum, and then causes I-shaped
The sinking of steel 1；As long as the vertical displacement that each row junked tire balancing weight sinks is identical, then traffic pavement still is able to keep smooth
Property；Certainly, can be waste and old at the position if the junked tire balancing weight sinking of some positions is excessive to cause Uneven road up time
Cushion block is added between tire weight block, its deflection is compensated, the planarization on sidewalk road surface is safeguarded；Sidewalk should carry out periodic maintenance,
Cushion block is added to the excessive position that sinks to compensate.The utility model was used after a period of time, and its sedimentation reaches maximum, was given up
Old tire balancing weight no longer sinks, and now sidewalk is in the relatively stable stage.
Horizontal loading of the present utility model is undertaken by I-steel 2 10.Because I-steel 2 10 squeezes into the higher stratum of intensity
In, its globality is higher, can bear larger horizontal loading；Each I-steel 2 10 is connected by I-steel 1 with cross connecting plate 8
Connect to form entirety, mutually constraint constitutes stability sidewalk structure with pining down.
Protection of wiping one's face is carried out to the exposed face shotcrete of junked tire more than lowest water level, prevents it special
Condition is burnt, and can also delay the aging of rubber.
The sidewalk structure Specific construction process that beach area is built using junked tire is as follows：
1）, design beach sidewalk configuration：
According to factors such as Geological condition, topography and geomorphology, traffic volume, traffic loading, fluctuation of water table scopes, beach is designed
The configuration of sidewalk, determines the embedded depth and total height of position I-steel 2 10.
The parameter of sidewalk includes road surface length, width, absolute altitude, the embedded depth of I-steel 2 10 and spacing, concrete slab 4
Size etc..The size of each component should be mutually matched, and can be assembled integral.
2）, squeeze into I-steel two：
According to design, I-steel 2 10 is squeezed into beach specified location, it is higher that I-steel 2 10 should squeeze into intensity
In stratum, each I-steel 2 10 is in vertical state, and the top surface absolute altitude of each I-steel 2 10 is identical.
Usually, the length of the I-steel 2 10 at the larger beach of mud face fluctuation ratio from different places position is differed.
On the one hand it should insert the higher soil layer formation rock-steady structure of intensity, and on the other hand its elevation of top should be identical, can just make to be built
The grade elevation of sidewalk is consistent.
During practice of construction, the position of I-steel 2 10 has certain error to be also normal.Due to the chi in I-shaped hole 7
Very little to be slightly larger than the outline of I-steel 2 10, it can adapt to the skew of I-steel 2 10 within the specific limits.If but I-steel two
10 position skew is too big, and when causing I-steel 1 can not be inserted in I-steel 2 10, need to construct I-steel 1 again.Therefore construction
During ensure construction precision as far as possible.I-steel 1 should be squeezed into the higher beach stratum of intensity, just can ensure that sidewalk
Resistance to overturning.
3）, be inserted in junked tire balancing weight：
Junked tire balancing weight is inserted on each I-steel 2 10 based on preformed hole 3, makes each row junked tire balancing weight pressure
Enter beach to no longer sinking, and the elevation of top of each row junked tire balancing weight is consistent.
For colligation distributing bar in the interior grooves space of junked tire 1, simultaneously casting concrete 2 is formed junked tire balancing weight.
By taking common car tyre model 195/60R15 as an example, its cavity volume is about 0.055 m3, after inside groove pouring reinforcement concrete
Overall weight is about 130kg.2 ~ 4 people can lift the junked tire balancing weight of the weight and be inserted in I-steel 2 10.Same work
Cheng Zhongying makes configuration block from the junked tire of same specification.In construction should junked tire balancing weight less as far as possible to work
The collision of word steel 2 10, to safeguard overall stability and security.Fig. 6 gives junked tire balancing weight and is inserted in each I-steel
2 10 schematic diagram.
Because beach surficial geology is soft, each row junked tire balancing weight will sink into the soil of certain depth under Gravitative Loads
In layer, by certain depth of further sinking under follow-up action of traffic loading.Make junked tire balancing weight complete as far as possible in construction
Into certain settling amount.The elevation of top of each row junked tire balancing weight is typically difficult to strict conformance, can be in junked tire balancing weight
Between add different-thickness bed course mode, make the elevation of top of each row junked tire balancing weight basically identical.
4）, be inserted in I-steel one：
The top that I-steel 1 is inserted in each row's I-steel 2 10 is formed based on I-shaped type hole 7 two parallel row's girder steels.Work
Word steel 1 should be designed to full-length, and two ends are provided with multiple bolts hole.Lead between the I-steel 1 of each adjacent modular length
Cross auxiliary steel plate to fix with bolt, so as to reach interconnection and extension.
After construction terminates, I-steel 1 constitutes the parallel girder steel of two row, for overlap joint and support concrete slab 4.
5）, be caught in cross connecting plate：
On the top wing plate for the both sides bayonet socket 9 of each cross connecting plate 8 being stuck according to a determining deviation two row's girder steels, two are formed
Arrange the horizontal fixed structure between the girder steel of I-steel 1.
Cross connecting plate 8 can be arranged on the medium position of adjacent I-steel 2 10.Fig. 5 gives detailed bonding state,
Fig. 7 illustrates I-steel 1 and the schematic diagram after terminating is assembled with cross connecting plate 8.
6）, cement mortar filling the groove of I-steel one：
In the upper grooves of the girder steel of two row's I-steel 1, filling concrete mortar is simultaneously floating, make the two ends of concrete slab 4 with
There is the certain lap of splice and overlapping area between two row's girder steels.
The two ends of concrete slab 4 are overlapped in the filling plane, are conducive to reducing on concrete slab 4 and girder steel contact surface
Stress concentration, the service life to raising concrete slab 4 is favourable.
7）, laying concrete slab：
Based on hole for hoist 5 carry concrete slab 4, make its it is neat, parallel be laid on the girder steel of two row's I-steel 1, structure
Into the road surface of sidewalk.
It is as closely coupled as possible between adjacent concrete plate 4, improve sidewalk will be used from now on ride comfort and comfortableness.
8）, welding column and railing：
Weld column 12, then welding railing 11, structure on column 12 at equal intervals in the outside of the girder steel of two row's I-steel 1
Into the safety barrier of sidewalk.
The height of column 12 and railing 11 should meet related specifications requirement, should have enough intensity, can meet day normal open
Capable demand for security.
9）, cement sand plaster：
Protection of wiping one's face is carried out to the exposed face shotcrete of junked tire more than lowest water level, junked tire is prevented
Burn under special circumstances, also can effectively delay the aging of rubber in junked tire.
Under special circumstances, such as under thunderbolt, the naked light effect of igniting, junked tire may burn, and cause sidewalk road
The failure of pier；Therefore junked tire exposed face shotcrete formation that should be more than lowest water level is wiped one's face, and prevents junked tire
Burn under special circumstances；In construction, cement can be made in junked tire surface attachment, fixation, parcel auxiliary geotextile
Mortar firm, effective can wrap junked tire outer surface, form stable protective layer.
The utility model is not limited to above-mentioned embodiment, according to the above, according to the ordinary skill of this area
Knowledge and customary means, under the premise of the above-mentioned basic fundamental thought of the utility model is not departed from, the utility model can also be made
Equivalent modifications, replacement or the change of other diversified forms, all fall within protection domain of the present utility model.
Claims (5)
1. the sidewalk structure that a kind of beach area is built using junked tire, it is characterised in that including junked tire balancing weight, two
I-steel, cross connecting plate, concrete slab are planted, beach sidewalk size is designed according to space enrironment and geological conditions, referred in design
Determine beach position and squeeze into two-row spacing distribution, top surface absolute altitude identical I-steel two, be inserted on every I-steel two multiple
The old tire balancing weight mutually laminated, each row junked tire balancing weight be pressed into beach to no longer sink and elevation of top is consistent；
Often it is inserted on row's I-steel two and fixed I-steel one constitutes and is interval with lateral connection between girder steel, two I-steel one
Tile concrete slab between plate, cross connecting plate, and cross connecting plate two ends are provided with equidistant column, column and weld railing.
2. the sidewalk structure that beach area according to claim 1 is built using junked tire, it is characterised in that described
For colligation distributing bar in junked tire interior grooves space, simultaneously casting concrete is formed junked tire balancing weight, and in center
Provided with preformed hole, preformed hole is in I-shaped shape, and its size is more than the outer profile size of I-steel two.
3. the sidewalk structure that beach area according to claim 1 is built using junked tire, it is characterised in that described
I-shaped hole is opened up on I-steel one at equal intervals, I-shaped hole size is more than the section outer profile size of I-steel two；I-steel
One model is more than the model and size of I-steel two with size；Centre-to-centre spacing between adjacent I-shaped hole is equal to adjacent I-steel
Centre-to-centre spacing between two.
4. the sidewalk structure that beach area according to claim 1 is built using junked tire, it is characterised in that described
The two ends of cross connecting plate respectively set two bayonet sockets, and bayonet socket is formed by two blocks be welded on main steel plate adjacent small steel plates, bayonet socket
Span width is slightly larger than the thickness of the wing plate of I-steel one, and the centre distance of the two neighboring bayonet socket in two ends is the height of the web of I-steel one
The centre distance of two bayonet sockets on the inside of degree, cross connecting plate is equal to the distance between wing plate on the inside of the girder steel of two row's I-steel one.
5. the sidewalk structure that beach area according to claim 1 is built using junked tire, it is characterised in that described
Exposed face shotcrete of the junked tire balancing weight more than lowest water level is simultaneously wiped one's face.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720123334.7U CN206562550U (en) | 2017-02-10 | 2017-02-10 | The sidewalk structure that a kind of beach area is built using junked tire |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720123334.7U CN206562550U (en) | 2017-02-10 | 2017-02-10 | The sidewalk structure that a kind of beach area is built using junked tire |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN206562550U true CN206562550U (en) | 2017-10-17 |
Family
ID=60030218
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201720123334.7U Expired - Fee Related CN206562550U (en) | 2017-02-10 | 2017-02-10 | The sidewalk structure that a kind of beach area is built using junked tire |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN206562550U (en) |
-
2017
- 2017-02-10 CN CN201720123334.7U patent/CN206562550U/en not_active Expired - Fee Related
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| 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: 20171017 Termination date: 20180210 |