CN206562592U - A kind of simple harbour of beach based on junked tire - Google Patents

A kind of simple harbour of beach based on junked tire Download PDF

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Publication number
CN206562592U
CN206562592U CN201720123210.9U CN201720123210U CN206562592U CN 206562592 U CN206562592 U CN 206562592U CN 201720123210 U CN201720123210 U CN 201720123210U CN 206562592 U CN206562592 U CN 206562592U
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China
Prior art keywords
steel
junked tire
harbour
beach
balancing weight
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Expired - Fee Related
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CN201720123210.9U
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Chinese (zh)
Inventor
刘金龙
刘洁群
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Hefei University
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Hefei University
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Abstract

The utility model discloses a kind of simple harbour of the beach based on junked tire, 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.The utility model is simple in construction, easy construction, and speed of application is fast, and cost is relatively low, can be reconstructed or be removed on demand.

Description

A kind of simple harbour of beach based on junked tire
Technical field:
What the utility model was related to the simple harbour in beach area builds technology, more particularly to a kind of beach based on junked tire Apply simple harbour.
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 simple harbour, facilitate walk.Such harbour, the load born 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 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 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 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 the simple harbour of beach is built using junked tire is inquired into, promotes prior art Innovation and 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 based on junked tire Simple harbour is applied, its resistance to overturning is high, easy construction, be that building for the simple harbour in beach area provides a kind of new approaches.
The technical solution of the utility model 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, Connecting plate, concrete slab, are designed after simple harbour size according to space enrironment and geological conditions, squeeze into vertical in design specified location To with horizontal multiple I-steel one, each two row of vertical and horizontal,
It is set with every I-steel one on one big junked tire balancing weight, big junked tire balancing weight and laminates set successively Equipped 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 work Word steel two constitutes support beam;
On laterally two row's I-steel one position corresponding two is upper, the longitudinal direction positions of two row's I-steel one are corresponding two Connecting plate is set with, connecting plate two ends are 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 closely connects Touch and constitute interconnection;
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 closely connects Touch and constitute vertical passage;
The upper end of I-steel one is mounted on column, often arranges and is mounted on guardrail in transverse upright, the often longitudinal column of row.
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 Length be more than the web height of I-steel one, the width of rectangular opening is more than the wing plate length of 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, and the length in set hole is more than the web height of I-steel one, and the width in set hole is more than the wing of I-steel one 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 for 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 simple code of beach is designed The configuration of head, determines the absolute altitude of low water level job platform and high water level job platform, determines burying for position I-steel one Depth 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 squeeze into the higher stratum of intensity In, each I-steel one is in vertical state;In addition to low water level job platform position, the top surface mark of each I-steel one at remaining position It is high identical;
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 waste and old Tire weight block, each row junked tire balancing weight be pressed into beach to no longer sink;In addition to low water level job platform position, remaining The elevation of top of each row junked tire balancing weight at position is consistent;
4), connection I-steel two:
Tie-beam is inserted in based on set hole the top of each I-steel one, by connector connection with being fixedly connected with consolidating on beam Determine hole and the fixing hole on I-steel two, the two ends of I-steel two is 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, make concrete slab neat, parallel according to position difference Be laid on the girder steel of I-steel two of parallel distribution, constitute harbour road surface and job platform;Low water level job platform with High water level job platform junction should overlap step for connection;
7), assembling safety barrier:
The fixing hole and the fixing hole on the top of I-steel one connected by connector on column makes to interfix, then by even Fitting is fixed with being connected column and railing, thus constitutes 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 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, vertical load of the present utility model is undertaken and is transferred in stratum, horizontal loading by junked tire making balancing weight Undertaken by respectively squeezing into I-steel in the earth formation, bulk strength is big, the farming, animal husbandry and fishery production in beach area under general condition can be met Demand.
3rd, the utility model is used generally as provisional, transitional structures, and each component is connected by connector, can Shifted and rebuild as needed, according to opposite process is built, the quick dismounting of achievable carried harbour is with reconstructing.
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 that junked tire balancing weight of the present utility model and I-steel take one and connect schematic diagram.
Fig. 3 is the structural representation of concrete slab one of the present utility model.
Fig. 4 is the structural representation of concrete slab two of the present utility model.
Fig. 5 is connecting board structure schematic diagram of the present utility model.
Fig. 6 is tie-beam structural representation of the present utility model.
Fig. 7 is the structural representation of I-steel two of the present utility model.
Fig. 8 is pillar construction schematic diagram of the present utility model.
Fig. 9 is rail structure schematic diagram of the present utility model.
Figure 10 is corresponding relation schematic diagram before each component assembling of the present utility model.
Figure 11 is the detail drawing after each component assembling of the present utility model.
Figure 12 is local assembling schematic diagram of the present utility model.
Figure 13 is that concrete slab of the present utility model lays schematic diagram.
Figure 14 is simple dock structure schematic diagram of the present utility model.
Figure 15 is simple harbour longitudinal plane structure schematic diagram of the present utility model.
Figure 16 is simple harbour cross-sectional configuration schematic diagram of the present utility model.
Figure 17 is simple harbour bridge pier completion schematic diagram of the present utility model.
Figure 18 is simple harbour girder steel completion schematic diagram of the present utility model.
Figure 19 is that simple harbour of the present utility model 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.
Embodiment:
Referring to accompanying drawing:
The simple harbour of beach based on junked tire, including it is junked tire balancing weight, two kinds of I-steel, connecting plate 10, mixed Concrete board etc., is designed after simple harbour according to space enrironment and geological conditions, and I-steel 1, base are squeezed into design specified location One big junked tire balancing weight is inserted on each I-steel 1 in rectangular opening 3, then is gradually inserted in multiple small junked tire counterweights Each row junked tire balancing weight, is pressed into beach to no longer sinking, then tie-beam 12 is inserted in each I-steel based on set hole 11 by block One 5 top, by connector connection and the fixing hole 6 and the fixing hole 6 on I-steel 2 13 that are fixedly connected on beam 12, makes work Word 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 Horizontal fixed structure is formed on the I-steel 1 of distribution, then concrete slab 1 and concrete slab 29 are laid in each parallel steel Liang Shang, is connected by connector and safety barrier is formed at the top that column 14 and railing 15 are fixed on I-steel 1, thus constituted The simple harbour in beach area.
For colligation distributing bar in junked tire interior grooves space, simultaneously casting concrete 2 is formed junked tire balancing weight, And rectangular opening 3 is provided with center, the length of rectangular opening 3 is more than the web height of I-steel 1, and 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, it is favourable to the planarization of the simple harbour of raising.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:The effect of I-steel 1 is similar to bridge pier, and I-steel 2 13 is equivalent to bridge Girder steel between pier.The model of I-steel 2 13 is more than the model and size of I-steel 1 with size.As I-steel 1 is optional With the I-steel of specification 10 or 12, I-steel 2 13 can select specification 36a or 40a I-steel.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 lead between full-length, the I-steel 2 13 of each adjacent modular length Cross tie-beam 12 to fix with connector, so as to reach interconnection and extension.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 to be provided with fixing hole 6, and the length in set hole 11 is more than I-steel 1 Web height, the width in set hole 11 is more than the wing plate length of I-steel 1.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 connection and fixed adjacent, parallel I-steel 1, each connection of I-steel 1 is formed overall. The configuration of connecting plate 10 is as shown in Figure 5.
The two ends of concrete slab 1 and concrete slab 29 set hole for hoist 5, are used for lifting with carrying.Concrete slab one 7 with the equal length of concrete slab 29, and more than the outer rim distance for 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 Steric clashes occur for 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 and the fixing hole 6 on the top of I-steel 1 on column 14 are mutually matched, can be mutually solid by connector It is fixed.The fixing hole of column 14 and railing 15 is also mutually matched, and can be interfixed by connector.It can be seen that, at simple harbour passage Safety barrier by connector connect with fixed formation, 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 the regional tide water level of beach, application of the harbour under a variety of 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 the concrete slab absolute altitude more than 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 rest in progress operation at low water level job platform A;When water level is higher, fishing Ship can rest in progress operation at high water level job platform B.Low water level job platform A and high water level job platform B specific mark Height should carry out integrating 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 The set size of hole 11 on fishplate bar 10 and tie-beam 12 is more than the outer profile size of I-steel 1, 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, adding cushion block to the excessive position that sinks compensates.Carried harbour was used after a period of time, and 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 the higher stratum of intensity, 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 Overall, mutually constraint constitutes stability 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 simple Wharf Construction process of beach based on junked tire is 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 simple code of beach is designed The configuration of head, determines low water level job platform A and high water level job platform B absolute altitude, determines entering for position I-steel 1 Native depth 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 squeeze into the higher ground of intensity In layer, each I-steel 1 is in vertical state.In addition to low water level job platform location A, each I-steel 1 at remaining position Top surface absolute altitude is 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 the higher soil layer formation rock-steady structure of intensity 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, the position of I-steel 1 has certain error to be also normal.Because the size for covering hole 11 is omited More than the outline of I-steel 1, it can adapt to the skew of I-steel 1 within the specific limits.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 the higher beach stratum of intensity, just can ensure that the resistance to overturning of harbour.
3), be inserted in junked tire balancing weight:
One big junked tire balancing weight is inserted on each I-steel 1 based on rectangular opening 3, then is gradually inserted in multiple small useless Old 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, The elevation of top of each row junked tire balancing weight at remaining position is consistent.
For colligation distributing bar in junked tire interior grooves space, 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 1.Same engineering In should from 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, by connector connection with being fixedly connected with beam Fixing hole 6 on 12 and the fixing hole 6 on I-steel 2 13, make the two ends of I-steel 2 13 be connected successively with I-steel 1 shape Into parallel 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 provided 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 horizontal fixed structure is formed on the I-steel 1 of each parallel distribution.
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, make concrete slab neat, flat according to position difference Capable is laid on the girder steel of I-steel 2 13 of parallel distribution, constitutes road surface and the job platform of harbour.In low water level operation horizontal Platform A should overlap step for being connected with high water level job platform B junctions.
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:
The fixing hole 6 and the fixing hole 6 on the top of I-steel 1 connected by connector on column 14 makes to interfix, then Fixed by connector and be connected column 14 and railing 15, be consequently formed the safety barrier of harbour passage.
The height of column 14 and railing 15 should meet related specifications with spacing and require should have enough intensity, can meet Daily current demand for security.
8), 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 harbour Failure.Therefore junked tire exposed face shotcrete formation that should be more than lowest water level is 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 Firm, effective junked tire outer surface can be wrapped, 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 (9)

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, are designed after simple harbour size according to space enrironment and geological conditions, are beaten in design specified location Enter multiple I-steel one of vertical and horizontal, each two row of vertical and horizontal,
It is set with to laminate successively on one big junked tire balancing weight, big junked tire balancing weight on every I-steel one 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 two row's I-steel one position corresponding two is upper, the longitudinal direction positions of two row's I-steel one are corresponding two Equipped with connecting plate, connecting plate two ends are 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 and is mounted on guardrail in transverse upright, the often longitudinal column of row.
2. the simple harbour of the beach according to claim 1 based on junked tire, it is characterised in that described junked tire For colligation distributing bar in junked tire interior grooves space, simultaneously casting concrete is formed balancing weight, and is provided with rectangle in center Hole, the length of rectangular opening is more than the web height of I-steel one, and the width of rectangular opening is more than the wing plate length of I-steel one.
3. the simple harbour of the beach according to claim 1 based on junked tire, it is characterised in that described tie-beam Middle part sets set hole, two ends to be provided with fixing hole, and the length in set hole is more than the web height of I-steel one, and the width in set hole is more than work The wing plate length of word steel one.
4. the simple harbour of the beach according to claim 1 based on junked tire, 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 according to claim 1 based on junked tire, 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 according to claim 1 based on junked tire, 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 according to claim 1 based on junked tire, it is characterised in that described concrete slab One is more than the outer rim distance for 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 according to claim 1 based on junked tire, 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 according to claim 1 based on junked tire, it is characterised in that described interconnection The exposed face shotcrete of junked tire balancing weight more than lowest water level is simultaneously wiped one's face.
CN201720123210.9U 2017-02-10 2017-02-10 A kind of simple harbour of beach based on junked tire Expired - Fee Related CN206562592U (en)

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CN201720123210.9U Expired - Fee Related CN206562592U (en) 2017-02-10 2017-02-10 A kind of simple harbour of beach based on junked tire

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Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN106759089A (en) * 2017-02-10 2017-05-31 合肥学院 A kind of simple harbour of beach based on junked tire and its construction method

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN106759089A (en) * 2017-02-10 2017-05-31 合肥学院 A kind of simple harbour of beach based on junked tire and its construction method

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