CN206090453U - Two -way cross passes through idle pattern pattern system - Google Patents
Two -way cross passes through idle pattern pattern system Download PDFInfo
- Publication number
- CN206090453U CN206090453U CN201620937991.0U CN201620937991U CN206090453U CN 206090453 U CN206090453 U CN 206090453U CN 201620937991 U CN201620937991 U CN 201620937991U CN 206090453 U CN206090453 U CN 206090453U
- Authority
- CN
- China
- Prior art keywords
- caisson
- concrete cover
- way cross
- unrestrained
- hole
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Withdrawn - After Issue
Links
Abstract
The utility model relates to a two -way cross passes through idle pattern pattern system, including at least one caisson, the inboard of every caisson sets up two partition walls, and the caisson is settled on the foundation bed, wherein sets up the unrestrained hole of disappearing of several rows of interval arrangements on the outer wall of caisson, also sets up the unrestrained hole of disappearing of several rows of interval arrangements on the every partition wall, and the unrestrained hole confession sea water that disappears passes through, the top of caisson sets up concerte cover plate one, concerte cover plate top installation concerte cover plate no. 2, and wherein concerte cover plate no. 1 and concerte cover plate are formed with the passageway that supplies the sea water to pass through between two, wherein concerte cover plate is through panel interconnected between two. The utility model discloses can also can pass through the passageway that the horizontal space between the pier stud double -deck from top to bottom formed through the vertical unrestrained hole of upper and lower bilayer to reach the vertical of wave and pass through stream with the two -way cross of horizontally, and reach reduction wave horizontal force and the high effect of wave harmony through passing through the interact who flows between the water of back.
Description
Technical field
This utility model is related to a kind of two-way cross transmission combination form system.
Background technology
In the period of the economic high speed of China increases, the large amount bulk cargo import such as crude oil, coal, Ore is in longer period of time
A great deal of demand is still kept inside.For many years, China through extensive port construction, sheltering condition is good, construction condition is excellent
Deepwater coastline developed mostly, phase out into other using water front regional construction.
A large amount of coastline regions such as China Liaoning, Shandong, Fujian, Guangdong, Guangxi are rock foundation, are built on rock foundation
If Gravity harf structure, there is investment saving, good endurance.With larger-sized vessel trend and reduction logistics cost
Demand, under the conditions of existing coastline resource, certainly will be to off-lying sea development construction Open Wharf, thus batholith, billow waters are built
If the importance of the technical scheme optimization of harbour is increasingly highlighted.
But in prior art under larger Wave Load, it is still necessary to which larger physical dimension is meeting stability
Require so that structure investment is still higher, and difficulty of construction is still larger, and as harbour adopts half entity structure, reflexion of wave
Still it is stronger, it is still necessary to suitably to raise harbour elevation of top surface and reduce dock operation natural law.
Utility model content
Technical problem to be solved in the utility model is to provide for that a kind of structure is relatively easy, invests the reality of little, harbour
The relatively small structure of body physical dimension.Realize that the technical scheme of above-mentioned purpose is as follows：
Two-way cross transmission combination form system, it is characterised in that：Including at least one caisson, set on the inside of each caisson
Two panels partition wall is put, caisson is placed on bedding, number is set wherein on the outer wall of caisson and arranges the spaced unrestrained hole that disappears, every partition wall
On be also provided with the spaced unrestrained hole that disappears of number row, the unrestrained hole that disappears passes through for sea water；
Wherein, the top of caisson and every coping arrange concrete cover one, coagulation is installed at the top of concrete cover one
The passage passed through for sea water is formed between earth mulch plate two, wherein concrete cover one and concrete cover two；
Pass through panel wherein between concrete cover two and partition wall and/or pier stud is interconnected.
Preferably, wherein, three rows are set between elevation -5.0m～2.0m, on caisson outer wall and are disappeared unrestrained hole.
Preferably, the disappear circle of six a diameter of 1.20m of unrestrained Kong Weishi of the often row on caisson outer wall disappears unrestrained hole.
Preferably, on every partition wall arrange 12, highly for 1.20m ellipse the unrestrained hole that disappears.
Preferably, below elevation -5.0m in caisson, backfill 10～100kg block stones in caisson, lay fence at the top of block stone
Plate is protected.
Preferably, two symmetrical configuration of the concrete cover one and concrete cover, wherein concrete cover one is substantially in
One cylindrical structure with axis hole, arranges cross or X word grooves with axis hole as the center of circle, on the end face of cylinder, wherein
The groove of concrete cover one and concrete cover two is oppositely arranged, and the level that the groove formation sea water being oppositely arranged passes through is led to
Road, axis hole form vertical passage, and horizontal channel and/or vertical passageway form cross hollow structure.
Preferably, the caisson be four, each two caisson be a row, parallel setting before and after two row's caissons.
Preferably, caisson bottom is 10～100kg rubble-mound foundations, and adopts 200～300kg block stone river bottom protection, during supporting course is
Decayed rock.
In this utility model, sea water is entered in caisson by the unrestrained hole that disappears of caisson outer wall first, or sea water is saturating into cross
In hollow structure, the sea water in caisson is by the passage of level between concrete cover one and concrete cover two and vertical logical
Road is discharged, and the sea water in cross hollow structure can be also entered in caisson, during seawater movement, be not parked in caisson and cross
Circulation is formed in hollow structure.
This utility model simple structure, low cost, and by the axis hole of concrete cover that is covered at the top of caisson upwards
Appear；The wave of caisson top xoncrete structure is acted on, can both pass through the concrete cover vertical passageway of Dual-layer,
The horizontal space passage between the pier stud of Dual-layer can be passed through, the two-way cross for reaching the vertical and level of wave flows thoroughly,
And the interaction after thoroughly flow between water body reduces the high effect of wave horizontal force and wave harmony.
Description of the drawings
Fig. 1 is this utility model schematic diagram,
Partial enlarged drawings of the Fig. 2 for Fig. 1
Partial enlarged drawings of the Fig. 3 for Fig. 1
Partial enlarged drawings of the Fig. 4 for Fig. 1
Partial enlarged drawings of the Fig. 5 for Fig. 1
Fig. 6 is this utility model top view
Fig. 7 is this utility model sea water trend graph
Fig. 8 is this utility model sea water trend graph
Partial enlarged drawings of the Fig. 9 for Fig. 8
Partial enlarged drawings of the Figure 10 for Fig. 8
Figure 11 is concrete cover schematic diagram
Figure number explanation：Caisson 1, partition wall 2, the unrestrained hole 3 that disappears, barrier board 4, concrete cover 1, concrete cover 26,
Groove 7, fan-shaped pier stud 8, panel 9
Specific embodiment
Below in conjunction with the accompanying drawings this utility model is described in detail.
In figure, two-way cross transmission combination form system, including at least one caisson, caisson section is circle, this practicality
Illustrate by taking four caissons as an example in new, each two caisson be a row, parallel setting before and after two row's caissons, 1 shape of caisson
Into dock work platform.
The inner side of each caisson 1 arranges two panels partition wall 2, and two panels partition wall 2 can be arranged closely together, and partition wall 2 helps divide
The pressure being compressed on caisson 1 is dissipated, strengthens the intensity of work platformses, caisson 1 is placed on bedding, bedding is thrown for 10～100kg
Ground mass bed, and 200～300kg block stone river bottom protection is adopted, supporting course is middle decayed rock, and caisson 1 can adopt a diameter of
16.75m hollow cylinder.Circumferencial direction wherein along caisson 1 arranges the spaced unrestrained hole 3 that disappears of number row, every partition wall
On be also provided with the spaced unrestrained hole 3 that disappears of number row, the unrestrained hole 3 that disappears passes through for sea water.
In this utility model, three row of setting at the interval of unrestrained hole 3 that disappears on caisson 1 often arranges evenly spaced or uneven
The circumference along caisson arranged, three rows' disappears unrestrained hole 3 between caisson elevation -5.0m～2.0m.It is preferred that outside caisson 1
Unrestrained hole 3 disappear for circular on wall, and often row's circle that unrestrained hole 3 is 16 a diameter of 1.20m that disappears disappears unrestrained hole.It is high in caisson 1
Below journey -5.0m backfills 10～100kg block stones, and block stone top surface laying barrier board 4 is protected, and block stone strengthens upright steady of caisson
Soundness, the partial pressure disperseed on caisson 1.The top of caisson 1 is concordant with the top of partition wall 2.
Partition wall 2 can be the concrete wall of two pieces of crosss or X-type cross, be also provided with three rows and disappear wave on every partition wall 2
Hole 3, often row arrange four unrestrained holes 3 that disappear, often row disappear unrestrained hole 3 can be with evenly spaced or uneven arrangement, disappearing on partition wall 2
Unrestrained hole 3 be preferably shaped to ellipse, wherein ellipse disappear unrestrained hole 3 major axis be preferably 2.4 meters, short axle be 1.2 meters, adopt
Such structure can weaken impulsive force of the sea water to partition wall, and the often row on this utility model mid-board 2 and caisson 1 disappears unrestrained hole 3
Height it is concordant.On caisson 1 and partition wall 2, in the bottom in the unrestrained hole that disappears, several spilled water holes 10 are set.
Below elevation -5.0m in caisson, backfill 10～100kg block stones in caisson, barrier board is laid at the top of block stone to be carried out
Protection, the block stone of backfill can increase the steadiness of caisson 1.
The top of each caisson 1 and the top of partition wall 2 arrange concrete cover 1, install mixed at the top of concrete cover 1
The passage of the level passed through for sea water is formed between solidifying earth mulch plate 26, wherein concrete cover 1 and concrete cover 26
And vertical passageway.
26 symmetrical configuration of the concrete cover 1 and concrete cover, wherein concrete cover 1 are substantially in a tool
There is the cylindrical structure of axis hole, axis hole forms unrestrained hole, and wave hole forms vertical sea water passage thoroughly.With axis hole as the center of circle, justifying
Cross or X words groove 7 are set on the end face of cylinder, and wherein the groove of concrete cover 1 and concrete cover 26 is relative sets
Put, the groove being oppositely arranged makes the sea water passage of the level between concrete cover 1 and concrete cover 26 form two-way ten
Word hollow structure, forms the passage that sea water passes through, and the end face of cylinder is divided into four independent fan-shaped pier studs 8 by groove 7, mixes
Solidifying earth mulch plate 1 and concrete cover 26 are linked together by four fan-shaped cast-in-place concrete pier studs.Caisson is justified using perforate
Wave horizontal force can be reduced with two-way cross hollow structure combination form and wave harmony is high, so as to reduce structure breadth wise dimension,
Harbour elevation of top surface is reduced, improves wharf apron mooring conditions, cost saving.
After concrete cover 1 and concrete cover 26 are separately fixed on caisson 1, four concrete covers 26 it
Between be connected together by fan-shaped pier stud 8 and panel 9, the formation of panel 9 is formed by cast concrete.
Between work platformses top surface, front-seat two caissons, in wharf apron, the bearing T shaped beam of post-tensioned prestressing oil transfer arm is set
(not shown), is arranged thereafter post-tensioned prestressing rectangular beam (not shown), is buried with the top equipment Foundations for adapting to more
Part.Prefabricated reinforced concrete panel is set between front and rear row caisson.
The energy that wave is produced is largely focused near water level, thus energy-dissipating structure of the present utility model is focused primarily upon
On water level between next times of wave height or so, this Partial Height has concentrated more than the 50% of Wave energy.
Sea water directly can be entered by the unrestrained hole that disappears of caisson into the wave of caisson, it is also possible to by being covered in caisson top
The passage of the concrete cover 1 and concrete cover 26 in portion and saturating wave hole appear upwards；Act on caisson top concrete knot
The wave of structure, can both pass through the vertical unrestrained hole of Dual-layer, it is also possible to by the horizontal blank between the pier stud of Dual-layer
Between the passage that formed, it is so as to the two-way cross for reaching the vertical and level of wave flows thoroughly and mutual between water body after flow thoroughly
Effect reduces the high effect of wave horizontal force and wave harmony.
Physical model experiment shows, justifies caisson foundation and two-way cross transmission superstructure combination form using perforate, compared with
Caisson foundation is justified using perforate merely, reduction wave harmony is high by 16%, reduces total wave horizontal force 10%, show perforate circle caisson base
Plinth and two-way cross transmission superstructure combination form have preferable improvement.
The trend graph of specific sea water may be referred to Fig. 7-Figure 11.
The preferred embodiment of this utility model embodiment is these are only, not to limit this utility model enforcement
Example, all within the spirit and principle of this utility model embodiment, any modification, equivalent substitution and improvements made etc. all should be wrapped
It is contained in the protection domain of this utility model embodiment.
Claims (8)
1. two-way cross transmission combination form system, it is characterised in that：Including at least one caisson, the inner side of each caisson is arranged
Two panels partition wall, caisson are placed on bedding, are arranged number and are arranged the spaced unrestrained hole that disappears, on every partition wall wherein on the outer wall of caisson
The spaced unrestrained hole that disappears of number row is also provided with, the unrestrained hole that disappears passes through for sea water；
Wherein, the top of caisson and every coping arrange concrete cover one, at the top of concrete cover one install coagulation earth mulch
The passage passed through for sea water is formed between plate two, wherein concrete cover one and concrete cover two；
Pass through panel wherein between concrete cover two and partition wall and/or pier stud is interconnected.
2. two-way cross transmission combination form system according to claim 1, it is characterised in that：Wherein, elevation -5.0m～
Arrange three rows to disappear unrestrained hole between 2.0m, on caisson outer wall.
3. two-way cross transmission combination form system according to claim 2, it is characterised in that：Often row on caisson outer wall
The circle of six a diameter of 1.20m of unrestrained Kong Weishi of disappearing disappears unrestrained hole.
4. two-way cross transmission combination form system according to claim 1, it is characterised in that：12 are arranged on every partition wall
The unrestrained hole that disappears of ellipse that is individual, being highly 1.20m.
5. two-way cross transmission combination form system according to claim 1, it is characterised in that：Elevation -5.0m in caisson
Below, 10～100kg block stones are backfilled in caisson, barrier board is laid at the top of block stone and is protected.
6. two-way cross transmission combination form system according to claim 1, it is characterised in that：The concrete cover one
With two symmetrical configuration of concrete cover, wherein concrete cover one is substantially in a cylindrical structure with axis hole, with axis hole is
The center of circle, cross or X word grooves, the wherein groove of concrete cover one and concrete cover two are set on the end face of cylinder
Be oppositely arranged, the groove that is oppositely arranged forms the horizontal channel that sea water passes through, axis hole forms vertical passage, horizontal channel and/
Or vertical passageway forms cross hollow structure.
7. two-way cross transmission combination form system according to claim 1, it is characterised in that：The caisson is four,
Each two caisson be a row, parallel setting before and after two row's caissons.
8. two-way cross transmission combination form system according to claim 1, it is characterised in that：Caisson bottom be 10～
100kg rubble-mound foundations, and adopt 200～300kg block stone river bottom protection.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620937991.0U CN206090453U (en) | 2016-08-24 | 2016-08-24 | Two -way cross passes through idle pattern pattern system |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620937991.0U CN206090453U (en) | 2016-08-24 | 2016-08-24 | Two -way cross passes through idle pattern pattern system |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN206090453U true CN206090453U (en) | 2017-04-12 |
Family
ID=58470118
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201620937991.0U Withdrawn - After Issue CN206090453U (en) | 2016-08-24 | 2016-08-24 | Two -way cross passes through idle pattern pattern system |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN206090453U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106192882A (en) * | 2016-08-24 | 2016-12-07 | 中交水运规划设计院有限公司 | Two-way cross transmission combination form system |
-
2016
- 2016-08-24 CN CN201620937991.0U patent/CN206090453U/en not_active Withdrawn - After Issue
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106192882A (en) * | 2016-08-24 | 2016-12-07 | 中交水运规划设计院有限公司 | Two-way cross transmission combination form system |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN106192882B (en) | Two-way cross transmission combination form system | |
| CN102191759B (en) | Novel breakwater and design method thereof | |
| CN104480911B (en) | Flexible foundation energy dissipater structure | |
| CN101838996A (en) | Sea gravity type pile foundation combined fan foundation | |
| CN101429758B (en) | Construction method for wet land artificial ecological island | |
| CN206090453U (en) | Two -way cross passes through idle pattern pattern system | |
| CN101929149A (en) | Shallow sea pile foundation concrete oil drilling and producing platform | |
| CN109487748A (en) | Nearby Structure depth riverbed quaywall supporting construction and construction method | |
| CN212103878U (en) | Breakwater component and breakwater structure thereof | |
| CN101892650A (en) | Combined type seawall and construction method thereof | |
| TWI457488B (en) | A caudal - type breakwater with a circular arc | |
| CN206784421U (en) | The support meanss of foundation ditch tower crane | |
| CN203668883U (en) | Overhead type wave eliminating view platform structure | |
| CN101481005A (en) | Mat supported shipside | |
| CN201671103U (en) | Integral construction forming platform of underwater pier cap drilled pile | |
| CN204644956U (en) | A kind of coastal groin | |
| CN103758080B (en) | Overhead type disappears unrestrained sightseeing platform structure | |
| CN208501613U (en) | Nearby Structure depth riverbed quaywall supporting construction | |
| CN208472649U (en) | A kind of Gravity Type Casisson Berth structure setting friction pile in foundation | |
| CN208136829U (en) | A kind of caisset jetty type wharf | |
| CN205116140U (en) | Range upon range of assembled diversion pier structure | |
| Chen et al. | Protection mechanisms, countermeasures, assessments and prospects of local scour for cross-sea bridge foundation: A review | |
| CN203256675U (en) | Wall pile framework structure | |
| CN106351173A (en) | Water-permeable breakwater structure | |
| CN105256783B (en) | Stacked assembly type guide pier structure |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| AV01 | Patent right actively abandoned | ||
| AV01 | Patent right actively abandoned |
Granted publication date: 20170412 Effective date of abandoning: 20190104 |