CN208009476U - A kind of FS final spice transport base - Google Patents
A kind of FS final spice transport base Download PDFInfo
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- CN208009476U CN208009476U CN201721109635.0U CN201721109635U CN208009476U CN 208009476 U CN208009476 U CN 208009476U CN 201721109635 U CN201721109635 U CN 201721109635U CN 208009476 U CN208009476 U CN 208009476U
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- layer
- sleeper
- transport base
- final spice
- deck
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Abstract
The utility model discloses a kind of FS final spice transport bases, the FS final spice transport base includes the concrete layer being set on barge deck and the sleeper layer for being disposed proximate to side on it, center line symmetrical setting of the concrete layer about barge beam over deck and length direction, the sleeper layer is made of several sleepers close to tiling, several limit dividers contacted with sleeper layer are provided on the barge deck, the utility model by FS final spice transport base by being designed as the structure that concrete layer is combined with sleeper layer, it can eliminate the influence brought by deck surface injustice, it can absorb the deformation of deck in ship structure in transportational process simultaneously, ensure the ability to bear on barge deck, it is high to reach integral planar degree precision, low cost, construction technology is simple, the preferable effect of rigidity.
Description
Technical field
The utility model is related to a kind of marine transportation fields, more particularly to a kind of FS final spice transport base.
Background technology
The FS final spice manufacture of seabed immersed tube tunnel is first prefabricated box hat, then mixed by being poured into box hat on barge
Solidifying soil carries out, and finally transports to designated position and is transferred again, and FS final spice bottom surface flatness requirement is high, and integral planar degree needs
It controls within ± 10 millimeters, just needs to use pedestal in the process to support FS final spice, at present domestic common bottom
Holder structure type has common pad pier wood in steel construction, concrete structure and Over-size transport；However steel structure base cost is high,
Difficulty of construction is big, long construction period；Concrete structure pedestal weight is big, and rigidity is big, and the deformation of hull can cause to mix in transportational process
Solidifying soil cracking, concrete needs certain curing period, so as to cause long construction period；Due to barge hull deck injustice, pad pier
The mode of wood is just difficult to meet the control requirement of pedestal integral planar degree.
Utility model content
The technical problem to be solved by the utility model is to provide a kind of FS final spice transport base, integral planar degree essences
Degree height, low cost, construction technology is simple, rigidity is preferable, not easy to crack.
In order to solve the above-mentioned technical problem, the utility model adopts the following technical solution：
A kind of FS final spice transport base, including the concrete layer that is set on barge deck and it is disposed proximate to side on it
Sleeper layer, center line symmetrical setting of the concrete layer about barge beam over deck and length direction, the sleeper layer by
Several sleepers are constituted close to tiling, and several limit dividers contacted with sleeper layer are provided on the barge deck.
A kind of FS final spice transport base of the utility model by concrete layer on barge deck and is provided immediately on
Sleeper layer above it, wherein concrete layer are the support base of a rigidity, have preferable rigidity, are constructed in FS final spice
During, load is transmitted to concrete layer by sleeper layer, then the longitudinal gusset and cross of hull are transmitted to by concrete layer
To on gusset, to meet the ability to bear on barge deck, play the role of bearing gravity, and concrete layer is in the mistake poured
Cheng Zhongke artificially effectively controls and adjusts its integral planar degree, while the setting of concrete layer only need to be by mixing completion in advance
Concreting carries out maintenance and can be realized in specified region, greatly simplified the construction technology of pedestal, and cost in this way
It is relatively low；FS final spice bottom can be protected by sleeper layer simultaneously, prevent it to be damaged, and the rigidity of sleeper is relatively low,
The deformation of deck in ship structure in absorbable transportational process, to be effectively protected deck in ship structure, by preferable in integral planar degree
Sleeper layer is set on concrete layer, may make the integral planar degree of sleeper layer preferable, then carry out the integral planar degree tune of sleeper layer
It is whole, the final integral planar degree for ensureing FS final spice；Wherein sleeper layer is made of several sleepers close to tiling, is both convenient in this way
The setting of sleeper layer, and sleeper slightly movement and deformation can be absorbed using the gap between adjacent rail sleepers, to Absorption And Transportation
The deformation of deck in ship structure in the process in this way may be used by being provided with several limit dividers contacted with sleeper layer on barge deck
The sliding for avoiding sleeper in transportational process, to ensure the stability of transport base.
Preferably, the sleeper layer includes the first sleeper layer contacted with concrete layer and above it and close
The second sleeper layer being arranged, several sleepers of the first sleeper layer along barge deck length direction close to tiling, described second
Several sleepers of sleeper layer along barge beam over deck direction close to tiling, the limit divider include respectively at the first sleeper layer and
First limit divider of the second sleeper layer contact and the second limit divider, by setting sleeper layer to the first sleeper layer and second
Sleeper layer, the deformation of hull being both convenient in this way during significantly more efficient Absorption And Transportation, simultaneously because FS final spice will also be into
The secondary fitting-out operation of row, bottom needs certain height, to ensure worker's constructing operation, ensures that the construction of worker in this way
Space；And the sleeper of the first sleeper layer and the sleeper of the second sleeper layer are mutually perpendicular to tile, can ensure that sleeper is spread in this way
The stability of row.
Preferably, several first limiting block framves are arranged in several sleeper length directions both sides of the first sleeper layer,
Since sleeper by external force sliding is occurred, it is mainly sliding in sleeper width direction, both can avoid the sliding of sleeper in this way,
Material can be saved again simultaneously, shorten the construction period.
Preferably, several second limiting block framves are arranged in several sleeper length directions both sides of the second sleeper layer,
Since sleeper by external force sliding is occurred, it is mainly sliding in sleeper width direction, both can avoid the sliding of sleeper in this way,
Material can be saved again simultaneously, shorten the construction period.
Preferably, the first limit divider includes the channel steel one being welded in vertically on barge deck and respectively at first
The channel steel two that sleeper layer and channel steel one contact, it is not only easy to process in this way, but also can effectively limit sleeper sliding.
Preferably, the second limit divider includes the channel steel three being welded in vertically on barge deck, respectively at second
Channel steel four, the angularly disposed channel steel five that sleeper layer and channel steel three contact, five one end of the channel steel are contacted with channel steel four, the other end
It is welded with barge deck, it is not only easy to process in this way, but also sleeper sliding can be effectively limited, simultaneously because the height of the second limit divider
Degree is higher, can ensure its stability by angularly disposed channel steel five.
Preferably, the concrete layer surrounding is provided with enclosing, it is convenient for pouring for concrete layer in this way.
Preferably, the enclosing is made of several band steels being welded on barge deck, it is convenient for selection and use in this way.
Preferably, the height of the enclosing is more than the thickness of concrete layer, it is convenient for pouring for concrete layer in this way, simultaneously
The sliding of sleeper layer can be also limited to a certain extent.
It is provided with several triangular reinforced blocks on the enclosing, is convenient in this way so that enclosing is more firm.
Preferably, the concrete layer includes sand, stone, cement and the flyash of mixing setting, it is convenient for fine coal in this way
Grey water requiremen is small, there is water-reduction, can reduce the unit consumption of water and cement consumption of concrete, can also reduce the spontaneous of concrete
Volume contraction is conducive to the anticracking of concrete.
Preferably, the grain size of the stone is 5 millimeters to 25 millimeters, it is convenient for selection and use in this way.
Preferably, the entire surface flatness tolerance of the concrete layer is ± 10 millimeters, it is convenient for ensureing sleeper in this way
The integral planar degree of layer and FS final spice.
Preferably, the second sleeper layer upper surface integral planar degree tolerance is ± 10 millimeters, it is convenient for ensureing most in this way
The integral planar degree of terminating head.
Compared with prior art, a kind of advantageous effect of FS final spice transport base of the utility model：By will most terminating
Head transport base is designed as the structure that concrete layer is combined with sleeper layer, can eliminate the influence brought by deck surface injustice,
It can absorb the deformation of deck in ship structure in transportational process simultaneously, ensures the ability to bear on barge deck, to reach integral planar degree
Precision height, low cost, construction technology be simple, the preferable effect of rigidity.
Description of the drawings
The utility model is described in further detail with reference to the accompanying drawings and detailed description.
Fig. 1 is a kind of structural schematic diagram of FS final spice transport base of the utility model.
Fig. 2 is a kind of the first limit divider structural schematic diagram of FS final spice transport base of the utility model.
Fig. 3 is a kind of the second limit divider structural schematic diagram of FS final spice transport base of the utility model.
Wherein, reference numeral：1 is concrete layer, and 2 be the first sleeper layer, and 3 be the second sleeper layer, and 4 be the first limiting block
Frame, 5 be the second limit divider, and 6 be channel steel one, and 7 be channel steel two, and 8 be channel steel three, and 9 be channel steel four, and 10 be channel steel five, and 11 be to enclose
Gear, 12 be triangular reinforced block.
Specific implementation mode
All features disclosed in this specification or disclosed all methods or in the process the step of, in addition to mutually exclusive
Feature and/or step other than, can combine in any way.
Any feature disclosed in this specification unless specifically stated can be equivalent or with similar purpose by other
Alternative features are replaced.That is, unless specifically stated, each feature is an example in a series of equivalent or similar characteristics
.
As shown in Figure 1, Figure 2 and Figure 3, a kind of FS final spice transport base of the utility model, including it is set to barge deck
On concrete layer 1 and be disposed proximate on it square sleeper layer, the concrete layer 1 is about barge beam over deck and length side
To center line symmetrical setting, the sleeper layer is made of close to tiling several sleepers, is provided on the barge deck several
The limit divider contacted with sleeper layer, the sleeper layer include the first sleeper layer 2 contacted with concrete layer 1 and above it simultaneously
Second sleeper layer 3 of close setting, several sleepers of the first sleeper layer 2 are along barge deck length direction close to flat
Paving, several sleepers of the second sleeper layer 3 along barge beam over deck direction close to tiling, the limit divider include respectively at
First sleeper layer 2 and the first limit divider 4 and second of the second sleeper layer 3 contact limit divider 5, several first limiting blocks
Frame 4 is arranged in several sleeper length directions both sides of the first sleeper layer 2, and several second limit divider 5 settings are in the second pillow
Several sleeper length directions both sides of timber layer 3, the first limit divider 4 includes the channel steel one being welded in vertically on barge deck
6 and respectively at the channel steel 27 that the first sleeper layer 2 and channel steel 1 contact, the second limit divider 5 includes that vertical be welded in is refuted
Channel steel 38 on boat deck, channel steel 49, the angularly disposed channel steel 5 10 contacted respectively at the second sleeper layer 3 and channel steel 38,
5 10 one end of the channel steel is contacted with channel steel 49, and the other end is welded with barge deck, and 1 surrounding of the concrete layer, which is provided with, encloses
Gear 11, the enclosing 11 is made of several band steels being welded on barge deck, and the height of the enclosing 11 is more than concrete layer 1
Thickness, several triangular reinforced blocks 12 are provided on the enclosing 11, the concrete layer 1 includes the sand of mixing setting, stone
The grain size of son, cement and flyash, the stone is 5 millimeters to 25 millimeters, and the entire surface flatness of the concrete layer 1 is public
Difference is ± 10 millimeters, and 3 upper surface integral planar degree tolerance of the second sleeper layer is ± 10 millimeters.
The above is only the preferred embodiment of the utility model only, is not intended to limit the utility model, it is every
It is new to should be included in this practicality for all any modification, equivalent and improvement made by within the spirit and principles of the utility model etc.
Within the protection domain of type.
Claims (14)
1. a kind of FS final spice transport base, it is characterised in that：Including the concrete layer being set on barge deck（1）And close to
The sleeper layer being disposed there above, the concrete layer（1）It is symmetrically set about the center line of barge beam over deck and length direction
It sets, the sleeper layer is made of several sleepers close to tiling, and several limits contacted with sleeper layer are provided on the barge deck
Position divider.
2. a kind of FS final spice transport base according to claim 1, it is characterised in that：The sleeper layer includes and coagulation
Soil layer（1）First sleeper layer of contact（2）Above it and the second sleeper layer of close setting（3）, first pillow
Timber layer（2）Several sleepers along barge deck length direction close to tiling, the second sleeper layer（3）Several sleepers along barge
Beam over deck direction close to tiling, the limit divider include respectively at the first sleeper layer（2）With the second sleeper layer（3）Contact
First limit divider（4）With the second limit divider（5）.
3. a kind of FS final spice transport base according to claim 2, it is characterised in that：Several first limit dividers
（4）It is arranged in the first sleeper layer（2）Several sleeper length directions both sides.
4. a kind of FS final spice transport base according to claim 2, it is characterised in that：Several second limit dividers
（5）It is arranged in the second sleeper layer（3）Several sleeper length directions both sides.
5. a kind of FS final spice transport base according to claim 2 or 3, it is characterised in that：The first limit divider
（4）Including the channel steel one being welded in vertically on barge deck（6）And respectively at the first sleeper layer（2）With channel steel one（6）Contact
Channel steel two（7）.
6. a kind of FS final spice transport base according to claim 2 or 4, it is characterised in that：The second limit divider
（5）Including the channel steel three being welded in vertically on barge deck（8）, respectively at the second sleeper layer（3）With channel steel three（8）The slot of contact
Steel four（9）, angularly disposed channel steel five（10）, the channel steel five（10）One end and channel steel four（9）Contact, the other end and barge first
Plate welds.
7. a kind of FS final spice transport base according to claim 1, it is characterised in that：The concrete layer（1）Surrounding
It is provided with enclosing（11）.
8. a kind of FS final spice transport base according to claim 7, it is characterised in that：The enclosing（11）By being welded on
Several band steels on barge deck are constituted.
9. a kind of FS final spice transport base according to claim 7, it is characterised in that：The enclosing（11）Height it is big
In concrete layer（1）Thickness.
10. a kind of FS final spice transport base according to claim 7, it is characterised in that：The enclosing（11）Upper setting
There are several triangular reinforced blocks（12）.
11. a kind of FS final spice transport base according to claim 1, it is characterised in that：The concrete layer（1）For powder
Coal ash concrete layer.
12. a kind of FS final spice transport base according to claim 11, it is characterised in that：Stone in the concrete layer
The grain size of son is 5 millimeters to 25 millimeters.
13. a kind of FS final spice transport base according to claim 1, it is characterised in that：The concrete layer（1）Table
Face integral planar degree tolerance is ± 10 millimeters.
14. a kind of FS final spice transport base according to claim 2, it is characterised in that：The second sleeper layer（3）On
Entire surface flatness tolerance is ± 10 millimeters.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201721109635.0U CN208009476U (en) | 2017-08-31 | 2017-08-31 | A kind of FS final spice transport base |
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201721109635.0U CN208009476U (en) | 2017-08-31 | 2017-08-31 | A kind of FS final spice transport base |
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| Publication Number | Publication Date |
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| CN208009476U true CN208009476U (en) | 2018-10-26 |
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Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107419750A (en) * | 2017-08-31 | 2017-12-01 | 上海振华重工(集团)股份有限公司 | A kind of FS final spice transport base and construction method |
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2017
- 2017-08-31 CN CN201721109635.0U patent/CN208009476U/en active Active
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107419750A (en) * | 2017-08-31 | 2017-12-01 | 上海振华重工(集团)股份有限公司 | A kind of FS final spice transport base and construction method |
| CN107419750B (en) * | 2017-08-31 | 2022-09-16 | 上海振华重工(集团)股份有限公司 | Final joint transportation base and construction method |
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