CN106759089A - A kind of simple harbour of beach based on junked tire and its construction method - Google Patents
A kind of simple harbour of beach based on junked tire and its construction method Download PDFInfo
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- CN106759089A CN106759089A CN201710073936.0A CN201710073936A CN106759089A CN 106759089 A CN106759089 A CN 106759089A CN 201710073936 A CN201710073936 A CN 201710073936A CN 106759089 A CN106759089 A CN 106759089A
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- steel
- junked tire
- beach
- harbour
- balancing weight
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- 238000010276 construction Methods 0.000 title claims abstract description 21
- 229910000831 Steel Inorganic materials 0.000 claims abstract description 175
- 239000010959 steel Substances 0.000 claims abstract description 175
- 239000004567 concrete Substances 0.000 claims abstract description 70
- 230000004888 barrier function Effects 0.000 claims abstract description 10
- 238000009826 distribution Methods 0.000 claims abstract description 9
- -1 connecting plate Substances 0.000 claims abstract description 4
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims description 52
- 239000011378 shotcrete Substances 0.000 claims description 7
- 238000005266 casting Methods 0.000 claims description 4
- 239000004568 cement Substances 0.000 claims description 3
- 239000011505 plaster Substances 0.000 claims description 3
- 239000004576 sand Substances 0.000 claims description 3
- 238000012876 topography Methods 0.000 claims description 3
- 238000010586 diagram Methods 0.000 description 15
- 230000000694 effects Effects 0.000 description 4
- 238000004519 manufacturing process Methods 0.000 description 4
- 239000002699 waste material Substances 0.000 description 4
- 241001465754 Metazoa Species 0.000 description 3
- 230000015572 biosynthetic process Effects 0.000 description 3
- 239000002689 soil Substances 0.000 description 3
- 241000251468 Actinopterygii Species 0.000 description 2
- 230000032683 aging Effects 0.000 description 2
- 230000018109 developmental process Effects 0.000 description 2
- 238000005516 engineering process Methods 0.000 description 2
- 238000009313 farming Methods 0.000 description 2
- 239000010410 layer Substances 0.000 description 2
- 239000000463 material Substances 0.000 description 2
- 239000002245 particle Substances 0.000 description 2
- 238000012271 agricultural production Methods 0.000 description 1
- 238000009360 aquaculture Methods 0.000 description 1
- 244000144974 aquaculture Species 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 239000011083 cement mortar Substances 0.000 description 1
- 230000007812 deficiency Effects 0.000 description 1
- 238000006073 displacement reaction Methods 0.000 description 1
- 239000004744 fabric Substances 0.000 description 1
- 230000002349 favourable effect Effects 0.000 description 1
- 239000004746 geotextile Substances 0.000 description 1
- 238000002386 leaching Methods 0.000 description 1
- 230000001795 light effect Effects 0.000 description 1
- 238000000034 method Methods 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 239000011241 protective layer Substances 0.000 description 1
- APTZNLHMIGJTEW-UHFFFAOYSA-N pyraflufen-ethyl Chemical compound C1=C(Cl)C(OCC(=O)OCC)=CC(C=2C(=C(OC(F)F)N(C)N=2)Cl)=C1F APTZNLHMIGJTEW-UHFFFAOYSA-N 0.000 description 1
- 238000004064 recycling Methods 0.000 description 1
- 230000002787 reinforcement Effects 0.000 description 1
- 230000001932 seasonal effect Effects 0.000 description 1
- 238000004062 sedimentation Methods 0.000 description 1
- 239000007787 solid Substances 0.000 description 1
- 230000006641 stabilisation Effects 0.000 description 1
- 238000011105 stabilization Methods 0.000 description 1
- 230000035882 stress Effects 0.000 description 1
Classifications
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02B—HYDRAULIC ENGINEERING
- E02B3/00—Engineering works in connection with control or use of streams, rivers, coasts, or other marine sites; Sealings or joints for engineering works in general
- E02B3/04—Structures or apparatus for, or methods of, protecting banks, coasts, or harbours
- E02B3/06—Moles; Piers; Quays; Quay walls; Groynes; Breakwaters ; Wave dissipating walls; Quay equipment
- E02B3/068—Landing stages for vessels
Abstract
The invention discloses a kind of simple harbour of the beach based on junked tire and its construction method, including junked tire balancing weight, two kinds of I-steel, connecting plate, concrete slab etc., I-steel one is squeezed into specified location according to field design, one big junked tire balancing weight is inserted on each I-steel one, multiple small junked tire balancing weights are gradually inserted in again, tie-beam is inserted in based on set hole again the top of each I-steel one, tie-beam and I-steel two are connected by connector, I-steel two is set to form parallel girder steel, and the set borehole jack at connecting plate two ends is lived on the I-steel one of each parallel distribution, concrete slab one and concrete slab two are laid on each parallel girder steel again, connected by connector and safety barrier is formed at the top that column and railing are fixed on I-steel one, thus the simple harbour in beach area is constituted.Simple structure of the present invention, easy construction, speed of application is fast, and cost is relatively low, can on demand be reconstructed or be removed.
Description
Technical field：
Technology, more particularly to a kind of simple code of beach based on junked tire are built the present invention relates to the simple harbour in beach area
Head and its construction method.
Background technology：
Beach, refers to tide leaching area or the beach between high tide level and low tide, appellation " intertidal zone " on geomorphology.During beach is
The important reserve land resources of state, with area it is big, distribution is concentrated, regional conditions are good, farming, animal husbandry and fishery multi-purpose development potential is big
Feature.Beach is the important base of aquaculture and developing agricultural production, is exploitation ocean, a preciousness of Development of Marine industry
Wealth.
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 simple harbour, facilitate walk.Such harbour, the load for bearing is not
Greatly, it is normally only current for pedestrian and non-motor vehicle, and SEA LEVEL VARIATION and seasonal fish production factor need to be considered and had 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 treatment junked tire growing day by day, be urgently to be resolved hurrily asking
Topic.
If junked tire can be used for the construction of the simple harbour in beach area, beach area on the one hand can be reduced convenience-for-people
The cost and difficulty of construction of harbour, on the other hand also for the recycling of junked tire provides new way, it is clear that meet resource sharp again
Growth requirement.
It can be seen that, it is necessary to the method for designing that the simple harbour of beach is built using junked tire is inquired into, promotes prior art
Innovation and progress.
The content of the invention：
In order to make up the deficiency of prior art problem, it is an object of the invention to provide a kind of simple code of the beach based on junked tire
Head and its construction method, its resistance to overturning is high, easy construction, is that building for the regional simple harbour of beach provides a kind of new think of
Road.
Technical scheme is as follows：
The simple harbour of beach based on junked tire, it is characterised in that including junked tire balancing weight, two kinds of I-steel, connections
Plate, concrete slab, after designing simple harbour size according to space enrironment and geological conditions, design specified location squeeze into longitudinal direction and
Horizontal multiple I-steel one, each two row of vertical and horizontal,
A big junked tire balancing weight is set with every I-steel one, is laminated successively on big junked tire balancing weight and is set with
Multiple small junked tire balancing weights, each row junked tire balancing weight is pressed into beach to no longer sinking；
Tie-beam is inserted in the every upper end of I-steel one, with the tie-beam two ends on row's I-steel one or one end connection I-steel
Two constitute support beam；
Covered on laterally corresponding two in two row's I-steel one position are upper, the longitudinal direction positions of two row's I-steel one are corresponding two
Equipped with connecting plate, connecting plate is pressed in tie-beam upper surface；
Laterally the connecting plate upper surface on two row's I-steel one is equipped with concrete slab one, and adjacent concrete plate one is in close contact structure
It is open into passage；
Connecting plate upper surface on two row's I-steel one of longitudinal direction is equipped with concrete slab two, and adjacent concrete plate two is in close contact structure
Into vertical passage；
The upper end of I-steel one is mounted on column, often arranges transverse upright, often to arrange and be mounted on guardrail on longitudinal column.
The described simple harbour of the beach based on junked tire, it is characterised in that described junked tire balancing weight is useless
Simultaneously casting concrete is formed colligation distributing bar in old tire interior grooves space, and is provided with rectangular opening, rectangular opening in center
Web height of the length more than I-steel one, the wing plate length of the width of rectangular opening more than I-steel one.
The described simple harbour of the beach based on junked tire, it is characterised in that the middle part of described tie-beam sets set
Hole, two ends are provided with fixing hole, cover the web height of the length more than I-steel one in hole, cover the wing of the width more than I-steel one in hole
Plate length.
The described simple harbour of the beach based on junked tire, it is characterised in that the two ends of described connecting plate set set
Hole, the centre distance in two ends set hole is equal to the centre distance of two row's I-steel one.
The described simple harbour of the beach based on junked tire, it is characterised in that the two ends of described I-steel two are set
Fixing hole, it is mutually matched with the fixing hole on tie-beam.
The described simple harbour of the beach based on junked tire, it is characterised in that the top of described I-steel one is set
Fixing hole, it is mutually matched with the fixing hole on column.
The described simple harbour of the beach based on junked tire, it is characterised in that described concrete slab one and concrete
The length of plate two is more than the outer rim distance of the girder steel of I-steel two that is parallel to each other.
The described simple harbour of the beach based on junked tire, it is characterised in that absolute altitude is set on described interconnection
Different low water level job platforms and high water level job platform.
The described simple harbour of the beach based on junked tire, it is characterised in that described interconnection is in lowest water level
The exposed face shotcrete of junked tire balancing weight above is simultaneously wiped one's face.
The construction method of the simple harbour of a kind of beach based on junked tire, it is characterised in that comprise the following steps：
1）, design simple harbour configuration：
According to factors such as Geological condition, topography and geomorphology, working load, fluctuation of water table scopes, the design simple harbour of beach
Configuration, determines the absolute altitude of low water level job platform and high water level job platform, determines the embedded depth of position I-steel one
And total height；
2）, squeeze into I-steel one：
According to design, I-steel one is squeezed into beach specified location, I-steel one should be squeezed into intensity stratum higher, respectively
I-steel one is in vertical state；In addition to low water level job platform position, the top surface absolute altitude phase of each I-steel one at remaining position
Together；
3）, be inserted in junked tire balancing weight：
One big junked tire balancing weight is inserted on each I-steel one based on rectangular opening, then is gradually inserted in multiple small junked tires
Balancing weight, each row junked tire balancing weight be pressed into beach to no longer sink；In addition to low water level job platform position, remaining position
The elevation of top of each row junked tire balancing weight at place is consistent；
4）, connection I-steel two：
Tie-beam is inserted in based on set hole the top of each I-steel one, is connected and the fixing hole being fixedly connected on beam by connector
With the fixing hole on I-steel two, the two ends of I-steel two are made to be connected to form parallel girder steel with I-steel one successively；
5）, be inserted in connecting plate：
The set borehole jack at connecting plate two ends is lived on the I-steel one of each parallel distribution and form horizontal fixed structure；
6）, laying concrete slab：
Concrete slab one and concrete slab two are carried based on hole for hoist, neat, the parallel paving of concrete slab is made according to position difference
It is located on the girder steel of I-steel two of parallel distribution, constitutes road surface and the job platform of harbour；In low water level job platform and Gao Shui
Position job platform junction should overlap step for connection；
7）, assembling safety barrier：
Connect the fixing hole on column by connector makes to interfix with the fixing hole on the top of I-steel one, then by connector
Fix and be connected column and railing, thus constitute harbour channel security guardrail；
8）, cement sand plaster：
Exposed face shotcrete to junked tire more than lowest water level is simultaneously wiped one's face.
The beneficial effects of the invention are as follows：
1st, the present invention makes balancing weight using junked tire, and one side junked tire can save template for outer framework, on the other hand
Junked tire 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 can be suitable
Building waste, rubble of degree particle diameter etc. are admixed in concrete, and convenient material drawing, overall price is cheap.
2nd, vertical load of the invention makes balancing weight and undertakes and be transferred in stratum by junked tire, and horizontal loading is by each
Squeeze into I-steel in the earth formation to undertake, bulk strength is big, the farming, animal husbandry and fishery Production requirement in beach area under general condition can be met.
3rd, the present invention is used generally as provisional, transitional structures, and each component is connected by connector, can basis
Needs are shifted and rebuild, according to the opposite operation of construction, quick dismounting and the reconstruction of achievable carried harbour.
4th, simple structure of the present invention, easy construction, fast, the overall cost of mutually piling up speed of application of junked tire balancing weight
It is relatively low.
Brief description of the drawings：
Fig. 1 is junked tire counterweight block structure schematic diagram of the invention.
Fig. 2 is that junked tire balancing weight of the invention and I-steel take one and connect schematic diagram.
Fig. 3 is the structural representation of concrete slab of the invention.
Fig. 4 is the structural representation of concrete slab of the invention two.
Fig. 5 is connecting board structure schematic diagram of the invention.
Fig. 6 is tie-beam structural representation of the invention.
Fig. 7 is the structural representation of I-steel of the invention two.
Fig. 8 is pillar construction schematic diagram of the invention.
Fig. 9 is rail structure schematic diagram of the invention.
Figure 10 is corresponding relation schematic diagram before each component assembling of the invention.
Figure 11 is the detail drawing after each component assembling of the invention.
Figure 12 is local assembling schematic diagram of the invention.
Figure 13 is that concrete slab of the invention lays schematic diagram.
Figure 14 is simple dock structure schematic diagram of the invention.
Figure 15 is simple harbour longitudinal plane structure schematic diagram of the invention.
Figure 16 is simple harbour cross-sectional configuration schematic diagram of the invention.
Figure 17 is simple harbour bridge pier completion schematic diagram of the invention.
Figure 18 is simple harbour girder steel completion schematic diagram of the invention.
Figure 19 is that simple harbour of the invention hides concrete board constructions schematic diagram.
Description of reference numerals：1st, small junked tire balancing weight；2nd, armored concrete；3rd, rectangular opening；4th, big junked tire is matched somebody with somebody
Pouring weight；5th, I-steel one；6th, fixing hole；7th, concrete slab one；8th, hole for hoist；9th, concrete slab two；10th, connecting plate；11st, cover
Hole；12nd, tie-beam；13rd, I-steel two；14th, column；15th, railing；A, low water level job platform；B, high water level job platform；C、
Beach mud face；D, water level face.
Specific embodiment：
Referring to accompanying drawing：
The simple harbour of beach based on junked tire, including junked tire balancing weight, two kinds of I-steel, connecting plates 10, concrete
Plate etc., after designing simple harbour according to space enrironment and geological conditions, squeezes into I-steel 1, based on square in design specified location
Shape hole 3 is inserted in a big junked tire balancing weight on each I-steel 1, then is gradually inserted in multiple small junked tire balancing weights,
Each row junked tire balancing weight be pressed into beach to no longer sink, then based on set hole 11 tie-beam 12 is inserted in each I-steel 1
Top, by connector connect with the fixing hole 6 on the fixing hole 6 that is fixedly connected on beam 12 and I-steel 2 13, make I-shaped
Steel 2 13 is connected to form parallel girder steel with I-steel 1 successively, and the set hole 11 at the two ends of connecting plate 10 is entangled each parallel point
Horizontal fixed structure is formed on the I-steel 1 of cloth, then concrete slab 1 and concrete slab 29 are laid in each parallel girder steel
On, connected by connector and safety barrier is formed at the top that column 14 and railing 15 are fixed on I-steel 1, thus constitute beach
Apply the simple harbour in area.
Junked tire balancing weight is for colligation distributing bar in junked tire interior grooves space and casting concrete 2 is formed,
And rectangular opening 3 is provided with center, the web height of the length more than I-steel 1 of rectangular opening 3, the width of rectangular opening 3 is more than
The wing plate length of I-steel 1；The armored concrete in its inside groove can be effectively protected due to junked tire, therefore can be mixed in concrete
Enter building waste and rubble of particle diameter appropriateness etc., further reduce cost；The configuration of junked tire balancing weight is as shown in Figure 1.
Especially, in order to increase contact area, the bottommost of each row junked tire uses big junked tire balancing weight 4, its
Yu Jun uses small junked tire balancing weight 1.A diameter of 1m of big junked tire balancing weight 4 or so, and small junked tire balancing weight 1
A diameter of 0.6m ~ 0.7m or so.Bottommost is placed in using big junked tire balancing weight 4, contact area is big, and base pressure becomes
It is small, settlement of foundation can be effectively reduced, the planarization to improving simple harbour is favourable.Fig. 2 give each junked tire balancing weight with
The connection of I-steel 1.
Two kinds of I-steel are used in carried harbour：Similar to bridge pier, I-steel 2 13 is equivalent to bridge for the effect of I-steel 1
Girder steel between pier.Model and size of the model of I-steel 2 13 with size more than I-steel 1.As I-steel 1 is optional
With the I-steel of specification 10 or 12, the I-steel of the optional specification 36a or 40a of I-steel 2 13.The configuration of I-steel 2 13 is such as
Shown in Fig. 3.
The two ends of I-steel 2 13 set fixing hole 6, and it is mutually matched with the fixing hole 6 on tie-beam 12.I-steel 1
Top set fixing hole 6, it is mutually matched with the fixing hole 6 on column 14.Each component is connected with each other by connector, convenient
Follow-up reconstruction or dismounting.I-steel 2 13 should be designed to full-length, lead between the I-steel 2 13 of each adjacent modular length
Cross tie-beam 12 to be fixed with connector, be connected with each other and extension so as to reach.Figure 10 and Figure 11 gives the mutually interconnection of each component
Connect corresponding relation.
The middle part of tie-beam 12 sets set hole 11, two ends and is provided with fixing hole 6, covers the length in hole 11 more than I-steel 1
Web height, covers the wing plate length of the width more than I-steel 1 in hole 11.The effect of tie-beam 12 is each I-steel 2 13 of connection
Girder steel is formed, and is secured at the position of I-steel 1.The configuration of tie-beam 12 is as shown in Figure 6.
The two ends of connecting plate 10 set set hole 11, and the centre distance in two ends set hole 11 is equal to the center of two row's I-steel 1
Distance.The effect of connecting plate 10 is the connection I-steel one 5 adjacent, parallel with fixation, connects each I-steel 1 and forms overall.
The configuration of connecting plate 10 is as shown in Figure 5.
Concrete slab 1 sets hole for hoist 5 with the two ends of concrete slab 29, is used with carrying for lifting.Concrete slab one
7 with the equal length of concrete slab 29, and more than the outer rim distance of the girder steel of I-steel 2 13 that is parallel to each other.Concrete slab 1 with
The difference of concrete slab 29 is that the two ends of the side of concrete slab 29 set certain breach, it is to avoid with exposing for I-steel 1
There are Steric clashes in top.The configuration of concrete slab 1 and concrete slab 29 as shown in Figure 3 and Figure 4, the overlap joint of concrete slab
It is as shown in figure 13 with distribution.
Fixing hole 6 on column 14 is mutually matched with the fixing hole 6 on the top of I-steel 1, can be mutually solid by connector
It is fixed.Column 14 is also mutually matched with the fixing hole of railing 15, can be interfixed by connector.It can be seen that, at simple harbour passage
Safety barrier connected by connector and formed with fixed, facilitate follow-up reconstruction or dismounting.The configuration of column 14 and railing 15
As shown in Fig. 8 and Fig. 9, the connection of safety barrier is as shown in figure 11.
Safety barrier is normally only set at the passage of harbour, and for the convenience of operation, at dock operation platform not
Safety barrier is set.Figure 14 gives the 3-D view of simple harbour.
In view of the change of beach area tide water level, application of the harbour under various water levels for convenience, spy sets two
Different low water level job platform A and high water level job platform B, as shown in figure 14.The passage and high water level job platform B of harbour
The absolute altitude for locating concrete slab is consistent, and more than the concrete slab absolute altitude of low water level job platform A.As can be seen here, the passage of harbour
And the junked tire balancing weight at high water level job platform B piles up elevation of top unanimously, and given up more than at low water level job platform A
Absolute altitude at the top of old tire balancing weight.
Low water level job platform A and high water level job platform B junctions, to form step, shape by piling up for concrete slab
Into interconnected passages.When water level is relatively low, fishing boat can be rested in and carry out operation at low water level job platform A；When water level is higher, fishing
Ship can be rested in and carry out operation at high water level job platform B.The specific mark of low water level job platform A and high water level job platform B
Height should carry out comprehensive determination according to the hydrologic condition in proposed place.
The vertical load bang path for carrying simple harbour is：It is parallel that working load effect is passed to both sides by concrete slab
The girder steel of I-steel 2 13, load passes to each row junked tire balancing weight by I-steel 2 13 again, and it is waste and old that load is based on each row
Tire weight block passes to beach stratum.The contact area of big junked tire balancing weight is larger, load can be delivered to larger face
In long-pending soil layer, base stress is smaller, and advantage is had more for accumulating less base form with respect to other conventional cross-sections.Due to even
Outer profile size of the set size of hole 11 more than I-steel 1 on fishplate bar 10 and tie-beam 12, thus I-steel 1 will not constrain,
The sinking of I-steel 2 13 and junked tire balancing weight is prevented, I-steel 1 does not undertake vertical traffic loading.
Working load causes each row junked tire balancing weight further to sink, be absorbed in beach stratum, and then causes I-shaped
The sinking of steel 2 13.As long as the vertical displacement that each row junked tire balancing weight sinks is identical, then simple harbour still is able to keep flat
Whole property.Certainly, if the junked tire balancing weight of some positions sink it is excessive when causing concrete slab irregularity, can be at the position
Junked tire balancing weight between add cushion block, compensate its deflection, safeguard the planarization of concrete slab.Harbour should be carried out periodically
Safeguard, add cushion block to compensate the excessive position that sinks.After carried harbour is using a period of time, its sedimentation reaches maximum
Value, junked tire balancing weight no longer sinks, and now harbour is in the relatively stable stage.
The horizontal loading of carried harbour is undertaken by I-steel 1.Because I-steel 1 is squeezed into intensity stratum higher,
Its globality is higher, can bear larger horizontal loading.Each I-steel 1 is connected formation by connecting plate 10 with I-steel 2 13
It is overall, mutually constrain and pin down, constitute stability structure.
Exposed face shotcrete to junked tire more than lowest water level carries out protection of wiping one's face, and prevents it special
Condition is burnt, and can also delay the aging of rubber.
The construction method of the simple harbour of beach based on junked tire, is described in detail as follows：
1）, design simple harbour configuration：
According to factors such as Geological condition, topography and geomorphology, working load, fluctuation of water table scopes, the design simple harbour of beach
Configuration, determines the absolute altitude of low water level job platform A and high water level job platform B, determines the depth of burying of position I-steel 1
Degree and total height.
The parameter of harbour includes passage length, width, absolute altitude, the embedded depth of I-steel 1 and spacing, concrete slab
Absolute altitude and intercommunication mode of size, low water level job platform A and high water level job platform B etc..The size of each component answers mutual
Match somebody with somebody, can assemble integral.
2）, squeeze into I-steel one：
According to design, I-steel 1 is squeezed into beach specified location, I-steel 1 should be squeezed into intensity stratum higher,
Each I-steel 1 is in vertical state.In addition to low water level job platform location A, the top surface mark of each I-steel 1 at remaining position
It is high identical.
Usually, the length of the I-steel 1 at the larger beach of mud face fluctuation ratio from different places position is differed.One
It should insert intensity soil layer formation rock-steady structure higher to aspect, and on the other hand its elevation of top should be identical, can just make to build just
Platform absolute altitude at road and high water level job platform B is consistent.
During practice of construction, it is also normal that there is certain error the position of I-steel 1.Because the size for covering hole 11 is omited
More than the outline of I-steel 1, it can adapt to the skew within the specific limits of I-steel 1.If but the position of I-steel 1
Skew is too big, and when leading to not assembling, need to construct I-steel 1 again.Therefore ensure construction precision in work progress as far as possible.
I-steel 1 should be squeezed into intensity beach stratum higher, just can ensure that the resistance to overturning of harbour.
3）, be inserted in junked tire balancing weight：
A big junked tire balancing weight is inserted on each I-steel 1 based on rectangular opening 3, then is gradually inserted in multiple small waste and old wheels
Tire balancing weight, each row junked tire balancing weight be pressed into beach to no longer sink.In addition to low water level job platform location A, remaining
The elevation of top of each row junked tire balancing weight at position is consistent.
Junked tire balancing weight is for colligation distributing bar in junked tire interior grooves space and casting concrete 2 is formed.
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 1.Same engineering
In should select same specification small junked tire balancing weight make configuration block.Should junked tire counterweight less as far as possible in construction
Collision of the block to I-steel 1, to safeguard overall stability and security.Fig. 2 gives junked tire balancing weight and is inserted in respectively
The schematic diagram of I-steel 1.
4）, connection I-steel two：
Tie-beam 12 is inserted in based on set hole 11 top of each I-steel 1, connects and be fixedly connected on beam 12 by connector
Fixing hole 6 and I-steel 2 13 on fixing hole 6, make I-steel 2 13 two ends be connected to form with I-steel 1 successively it is flat
Capable girder steel.
After construction terminates, I-steel 2 13 constitutes the parallel girder steel of two row, for overlap joint and support concrete slab.Figure 18 is given
I-steel 2 13 is constructed the structural representation after terminating.
5）, be inserted in connecting plate：
The set hole 11 at the two ends of connecting plate 10 is entangled and formed on the I-steel 1 of each parallel distribution horizontal fixed structure.
Figure 12 gives detailed bonding state, and Figure 18 illustrates I-steel 1 and the signal after terminating is assembled with connecting plate 10
Figure.
6）, laying concrete slab：
Concrete slab 1 and concrete slab 29 are carried based on hole for hoist 8, makes concrete slab neat, parallel according to position difference
It is laid on the girder steel of I-steel 2 13 of parallel distribution, constitutes road surface and the job platform of harbour.Low water level job platform A with
High water level job platform B junctions should overlap step for connection.
It is as closely coupled as possible between adjacent concrete plate, improve the ride comfort and comfortableness of platform.Each concrete slab
Paving location is as shown in figure 13.
7）, assembling safety barrier：
Connect the fixing hole 6 on column 14 by connector makes to interfix with the fixing hole 6 on the top of I-steel 1, then passes through
Connector is fixed and is connected column 14 and railing 15, is consequently formed the safety barrier of harbour passage.
Column 14 should meet related specifications requirement with the height of railing 15 with spacing, should have enough intensity, can meet
Daily current demand for security.
8）, cement sand plaster：
Exposed face shotcrete to junked tire more than lowest water level carries out protection of wiping one's face, and prevents junked tire in spy
Burnt in the case of different, 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 harbour
Failure.Therefore junked tire exposed face shotcrete that should be more than lowest water level is formed and wiped one's face, and prevents junked tire in spy
Burnt in the case of different.In construction, cement mortar can be made in junked tire surface attachment, fixation, parcel auxiliary geotextile
Can firm, the effective protective layer for wrapping junked tire outer surface, forming stabilization.
The present invention is not limited to above-mentioned specific embodiment, according to the above, according to the ordinary technical knowledge of this area
And customary means, under the premise of above-mentioned basic fundamental thought of the invention is not departed from, the present invention can also make other diversified forms
Equivalent modifications, replace or change, be within the scope of the present invention.
Claims (10)
1. the simple harbour of a kind of beach based on junked tire, it is characterised in that including junked tire balancing weight, two kinds of I-shapeds
Steel, connecting plate, concrete slab, after designing simple harbour size according to space enrironment and geological conditions, beat in design specified location
Enter multiple I-steel one of vertical and horizontal, each two row of vertical and horizontal,
A big junked tire balancing weight is set with every I-steel one, is laminated successively on big junked tire balancing weight and is set with
Multiple small junked tire balancing weights, each row junked tire balancing weight is pressed into beach to no longer sinking；
Tie-beam is inserted in the every upper end of I-steel one, with the tie-beam two ends on row's I-steel one or one end connection I-steel
Two constitute support beam；
Covered on laterally corresponding two in two row's I-steel one position are upper, the longitudinal direction positions of two row's I-steel one are corresponding two
Equipped with connecting plate, connecting plate is pressed in tie-beam upper surface；
Laterally the connecting plate upper surface on two row's I-steel one is equipped with concrete slab one, and adjacent concrete plate one is in close contact structure
It is open into passage；
Connecting plate upper surface on two row's I-steel one of longitudinal direction is equipped with concrete slab two, and adjacent concrete plate two is in close contact structure
Into vertical passage；
The upper end of I-steel one is mounted on column, often arranges transverse upright, often to arrange and be mounted on guardrail on longitudinal column.
2. the simple harbour of the beach based on junked tire according to claim 1, it is characterised in that described junked tire
Balancing weight is for colligation distributing bar in junked tire interior grooves space and casting concrete is formed, and is provided with rectangle in center
Hole, the web height of the length more than I-steel one of rectangular opening, the wing plate length of the width more than I-steel one of rectangular opening.
3. the simple harbour of the beach based on junked tire according to claim 1, it is characterised in that described tie-beam
Middle part sets set hole, two ends and is provided with fixing hole, covers the web height of the length more than I-steel one in hole, and the width for covering hole is more than work
The wing plate length of word steel one.
4. the simple harbour of the beach based on junked tire according to claim 1, it is characterised in that described connecting plate
Two ends set set hole, and the centre distance in two ends set hole is equal to the centre distance of two row's I-steel one.
5. the simple harbour of the beach based on junked tire according to claim 1, it is characterised in that described I-steel two
Two ends set fixing hole, it is mutually matched with the fixing hole on tie-beam.
6. the simple harbour of the beach based on junked tire according to claim 1, it is characterised in that described I-steel one
Top set fixing hole, it is mutually matched with the fixing hole on column.
7. the simple harbour of the beach based on junked tire according to claim 1, it is characterised in that described concrete slab
The one outer rim distance for being more than the girder steel of I-steel two that is parallel to each other with the length of concrete slab two.
8. the simple harbour of the beach based on junked tire according to claim 1, it is characterised in that described interconnection
It is upper that the different low water level job platform of absolute altitude and high water level job platform are set.
9. the simple harbour of the beach based on junked tire according to claim 1, it is characterised in that described interconnection
The exposed face shotcrete of the junked tire balancing weight more than lowest water level is simultaneously wiped one's face.
10. the construction method of the simple harbour of a kind of beach based on junked tire, it is characterised in that comprise the following steps：
1）, design simple harbour configuration：
According to factors such as Geological condition, topography and geomorphology, working load, fluctuation of water table scopes, the design simple harbour of beach
Configuration, determines the absolute altitude of low water level job platform and high water level job platform, determines the embedded depth of position I-steel one
And total height；
2）, squeeze into I-steel one：
According to design, I-steel one is squeezed into beach specified location, I-steel one should be squeezed into intensity stratum higher, respectively
I-steel one is in vertical state；In addition to low water level job platform position, the top surface absolute altitude phase of each I-steel one at remaining position
Together；
3）, be inserted in junked tire balancing weight：
One big junked tire balancing weight is inserted on each I-steel one based on rectangular opening, then is gradually inserted in multiple small junked tires
Balancing weight, each row junked tire balancing weight be pressed into beach to no longer sink；In addition to low water level job platform position, remaining position
The elevation of top of each row junked tire balancing weight at place is consistent；
4）, connection I-steel two：
Tie-beam is inserted in based on set hole the top of each I-steel one, is connected and the fixing hole being fixedly connected on beam by connector
With the fixing hole on I-steel two, the two ends of I-steel two are made to be connected to form parallel girder steel with I-steel one successively；
5）, be inserted in connecting plate：
The set borehole jack at connecting plate two ends is lived on the I-steel one of each parallel distribution and form horizontal fixed structure；
6）, laying concrete slab：
Concrete slab one and concrete slab two are carried based on hole for hoist, neat, the parallel paving of concrete slab is made according to position difference
It is located on the girder steel of I-steel two of parallel distribution, constitutes road surface and the job platform of harbour；In low water level job platform and Gao Shui
Position job platform junction should overlap step for connection；
7）, assembling safety barrier：
Connect the fixing hole on column by connector makes to interfix with the fixing hole on the top of I-steel one, then by connector
Fix and be connected column and railing, thus constitute harbour channel security guardrail；
8）, cement sand plaster：
Exposed face shotcrete to junked tire more than lowest water level is simultaneously wiped one's face.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201710073936.0A CN106759089A (en) | 2017-02-10 | 2017-02-10 | A kind of simple harbour of beach based on junked tire and its construction method |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201710073936.0A CN106759089A (en) | 2017-02-10 | 2017-02-10 | A kind of simple harbour of beach based on junked tire and its construction method |
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| Publication Number | Publication Date |
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| CN106759089A true CN106759089A (en) | 2017-05-31 |
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| Application Number | Title | Priority Date | Filing Date |
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| CN201710073936.0A Pending CN106759089A (en) | 2017-02-10 | 2017-02-10 | A kind of simple harbour of beach based on junked tire and its construction method |
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Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108104066A (en) * | 2017-12-27 | 2018-06-01 | 浙江大学 | A kind of anticollision device, collision-prevention device suitable for harbour |
| CN110485266A (en) * | 2019-08-22 | 2019-11-22 | 浙江工业大学 | A kind of road-bridge transition section road structure and construction method based on waste tire |
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| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102061678A (en) * | 2009-11-13 | 2011-05-18 | 王锦文 | Method for building seaport wharf on soft soil base of coastal beach |
| CN205636671U (en) * | 2016-05-19 | 2016-10-12 | 中国电建集团成都勘测设计研究院有限公司 | A stake woods dam for mud -rock flow protection |
| CN206562592U (en) * | 2017-02-10 | 2017-10-17 | 合肥学院 | A kind of simple harbour of beach based on junked tire |
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2017
- 2017-02-10 CN CN201710073936.0A patent/CN106759089A/en active Pending
Patent Citations (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102061678A (en) * | 2009-11-13 | 2011-05-18 | 王锦文 | Method for building seaport wharf on soft soil base of coastal beach |
| CN205636671U (en) * | 2016-05-19 | 2016-10-12 | 中国电建集团成都勘测设计研究院有限公司 | A stake woods dam for mud -rock flow protection |
| CN206562592U (en) * | 2017-02-10 | 2017-10-17 | 合肥学院 | A kind of simple harbour of beach based on junked tire |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108104066A (en) * | 2017-12-27 | 2018-06-01 | 浙江大学 | A kind of anticollision device, collision-prevention device suitable for harbour |
| CN110485266A (en) * | 2019-08-22 | 2019-11-22 | 浙江工业大学 | A kind of road-bridge transition section road structure and construction method based on waste tire |
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Application publication date: 20170531 |