CN205975502U - Turn round child structure of prefabricated end of king's block - Google Patents
Turn round child structure of prefabricated end of king's block Download PDFInfo
- Publication number
- CN205975502U CN205975502U CN201620891490.3U CN201620891490U CN205975502U CN 205975502 U CN205975502 U CN 205975502U CN 201620891490 U CN201620891490 U CN 201620891490U CN 205975502 U CN205975502 U CN 205975502U
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- torsion
- concrete
- bending ratio
- bottom tire
- tire structure
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Abstract
The utility model relates to a marine construction technical field, concretely relates to turn round child structure of prefabricated end of king's block. This end child structure includes at the bottom of tyre cushion layer at the bottom of the concrete, the concrete child and grouts a stone barricade, and the child both sides set up the escape canal at the bottom of the concrete, grout a stone barricade top and set up the concrete that bears down on one, grout a stone barricade rear and open hillstone for backfilling, backfill the top of opening hillstone and lay the road surface slay, and every one side of turning round child of the prefabricated end of king's block sets up a large -scale escape canal, and through the drain pipe intercommunication, the drain pipe communicates to the ponding ditch between two adjacent large -scale escape canals. The utility model discloses a construction process of the direct unloading of tank car turns round king's block prefabricated construction, great improvement prefabricated efficiency to the cost has been practiced thrift.
Description
Technical field
This utility model is related to offshore construction technical field and in particular to a kind of torsion-bending ratio prefabricated bottom tire structure.
Background technology
Torsion-bending ratio is one kind of armour, and its profile is more complicated, zeugopodium is more, and prefabricated quantity is larger, domestic biography
The torsion-bending ratio of system is prefabricated, and using the construction technology pouring on ground after tank car blanking to forklift, tank car can not be directly to torsion king
Block is poured, and its prefabricated efficiency is more slow, and produces unnecessary machinery cost.
Utility model content
For solving problem above, this utility model provides one kind to be easy to torsion-bending ratio and pours, and can save prefabricated cost
Torsion-bending ratio prefabricated bottom tire structure.
This utility model be employed technical scheme comprise that for achieving the above object：A kind of torsion-bending ratio prefabricated bottom tire structure,
It is characterized in that:Described torsion-bending ratio prefabricated bottom tire structure includes concrete bottom tyre cushion layer, concrete bottom tire and cemented rock gear
Wall, concrete bottom tire both sides setting gutter, cemented rock barricade top arranges the concrete that bears down on one, and cemented rock barricade rear is
Backfill the stone that cuts into a mountain, backfill the top laying road surface slag of the stone that cuts into a mountain, the side of every torsion-bending ratio prefabricated bottom tire arranges one greatly
Type gutter, is connected by drain pipe between two adjacent large-scale gutters, drain pipe is communicated to hydrops ditch.
The thickness of described concrete bottom tyre cushion layer is 0.1m, and width is 6.2 10.6m.
Described concrete bottom tire thickness is 0.1m, and width is 6 10m.
The height in described gutter is 0.1m, and width is 0.1 0.3m.
Described cemented rock wall height is 0.9-1.5m.
The described concrete height that bears down on one is 0.2m.
The length in described large-scale gutter is 7 9m, and width is 0.4 1m.
Described drain pipe is the steel pipe of a diameter of 200 300mm.
This utility model carries out torsion-bending ratio prefabricated construction using the construction technology of the direct blanking of tank car, in casting concrete
When, can directly be poured by tank car, greatly improve prefabricated efficiency, and saved cost.
Brief description
Fig. 1 is a kind of elevational schematic view of torsion-bending ratio prefabricated bottom tire structure.
Fig. 2 is a kind of integral planar schematic diagram of torsion-bending ratio prefabricated bottom tire structure.
In figure：1- concrete bottom tire, 2- concrete bottom tyre cushion layer, 3- cemented rock barricade, 4- bears down on one concrete, and 5- backfills
Cut into a mountain stone, 6- road surface slag, 7- gutter, 8- torsion-bending ratio template, 9- concrete tank, the large-scale gutter of 10-, 11- draining
Pipe, 12- hydrops ditch.
Specific embodiment
Below in conjunction with the accompanying drawings this utility model is further illustrated, but this utility model is not limited to specific embodiment.
Embodiment 1
As shown in Figure 1 and Figure 2, a kind of torsion-bending ratio prefabricated bottom tire structure, including concrete bottom tyre cushion layer 2, concrete bottom tire
1 and cemented rock barricade 3, concrete bottom tire 1 both sides setting gutter 7, the setting of cemented rock barricade 3 top is beared down on one concrete 4,
Cut into a mountain stone 5 for backfill in cemented rock barricade 3 rear, backfill is cut into a mountain the top laying road surface slag 6 of stone 5, and every torsion-bending ratio is pre-
The side of bottom processed tire arranges a large-scale gutter 10, is connected by drain pipe 11 between two adjacent large-scale gutters 10,
Drain pipe 11 is communicated to hydrops ditch 12.
During construction, first cemented rock barricade 3 is built by laying bricks or stones, top arranges the concrete 4 that bears down on one, and bear down on one concrete strength
Grade is C20, and it is highly 0.2m, then cemented rock barricade 3 rear is carried out with the backfill stone 5 that cuts into a mountain backfills, and backfills absolute altitude distance
The TOC that bears down on one reserves 0.2m, finally laying 0.2m road surface slag 6, then casting concrete bottom tyre cushion layer 2, and it pours thickness
For 0.1m, after concrete bottom tyre cushion layer 2 reaches intensity, casting concrete bottom tire 1, concrete bottom tire strength grade is C20, its
Reserve the gutter 7 that width is 0.1m with concrete bottom tyre cushion layer sideline, concrete bottom tire thickness is 0.1m, every torsion-bending ratio
Bottom tire side arranges a large-scale gutter 10, and gutter 10 cross dimensions is 0.4m × 0.5m, two neighboring large-scale gutter
Drain pipe 11 is set between 11, and drain pipe 11 material is steel pipe, surface brush corrosion resistant coating, and specification is Φ 200mm, finally by drain pipe
11 are communicated at hydrops ditch 12, and such heavy rain comes interim, and hydrops flow into large-scale gutter 10 by both sides gutter 7, after pass through
Drain pipe 11 flows into hydrops ditch 12, it is to avoid torsion-bending ratio bottom tire hydrops.
This utility model torsion-bending ratio prefabricated bottom tire structure, when to wheeled torsion-bending ratio template 8 concrete placings, concrete tank
Car 9 can adopt direct blanking casting craft, greatly improves efficiency of construction cost-effective.
Torsion-bending ratio prefabricated bottom tire structure each portion method for determining size is as follows：
The height of cemented rock barricade 3=torsion-bending ratio form height+reserve 0.2m tank car hopper to ground level,
According to torsion-bending ratio different size, in the present embodiment, take 0.9m；
Width=2 of concrete bottom tire 1 × torsion-bending ratio width+torsion-bending ratio template construction job area, according to torsion king's word
Block size is different, takes 6m in the present embodiment；
The width of concrete bottom tyre cushion layer 2=concrete bottom tire width+both sides gutter width is big according to concrete bottom tire
Little difference, takes 6.2m in the present embodiment；
Torsion-bending ratio prefabricated bottom tire structure drainage system dimension, should determine each portion in gutter chi according to local annual precipitation
Very little.In the present embodiment, the width in both sides gutter 7 takes 0.1m, if excessive, will affect tank car distance between torsion-bending ratio template；
The dimensions length direction in large-scale gutter 10 determines, in the present embodiment, length takes 7m, and width takes 0.4m according to bottom tyre cushion layer size；
The size of drain pipe 11 determines, diameter takes 200mm according to the size in large-scale gutter 10.
Embodiment 2
The Each part of a kind of torsion-bending ratio prefabricated bottom tire structure described in the present embodiment and annexation all with reality
Applying identical in example 1, different technical parameter is：
1）The height of cemented rock barricade 3 is 1.2m；
2）The thickness of concrete bottom tire 1 is 8m；
3）The width of concrete bottom tyre cushion layer 2 is 8.4m；
4）The width in gutter 7 takes 0.2m；
5）The length in large-scale gutter 10 takes 8m, and width takes 0.7m；
6）A diameter of 250mm of drain pipe 11.
Embodiment 3
The Each part of a kind of torsion-bending ratio prefabricated bottom tire structure described in the present embodiment and annexation all with reality
Applying identical in example 2, different technical parameter is：
1）The height of cemented rock barricade 3 is 1.5m；
2）The thickness of concrete bottom tire 1 is 10m；
3）The width of concrete bottom tyre cushion layer 2 is 10.6m；
4）The width in gutter 7 takes 0.3m；
5）The length in large-scale gutter 10 takes 9m, and width takes 1m；
6）A diameter of 300mm of drain pipe 11.
Claims (8)
1. a kind of torsion-bending ratio prefabricated bottom tire structure it is characterised in that:Described torsion-bending ratio prefabricated bottom tire structure includes concrete
Bottom tyre cushion layer（2）, concrete bottom tire（1）And cemented rock barricade（3）, concrete bottom tire（1）Both sides setting gutter（7）, slurry
Building block stone barricade（3）Top arranges the concrete that bears down on one（4）, cemented rock barricade（3）Cut into a mountain stone for backfill in rear（5）, backfill opens
Mountain stone（5）Top laying road surface slag（6）, the side of every torsion-bending ratio prefabricated bottom tire arranges a large-scale gutter
（10）, adjacent two large-scale gutters（10）Between pass through drain pipe（11）Connection, drain pipe（11）It is communicated to hydrops ditch
（12）.
2. according to claim 1 a kind of torsion-bending ratio prefabricated bottom tire structure it is characterised in that：Described concrete bottom tyre cushion layer
（2）Thickness is 0.1m, and width is 6.2 10.6m.
3. according to claim 1 a kind of torsion-bending ratio prefabricated bottom tire structure it is characterised in that：Described concrete bottom tire（1）
Thickness is 0.1m, and width is 6 10m.
4. according to claim 1 a kind of torsion-bending ratio prefabricated bottom tire structure it is characterised in that：Described gutter（7）Height
Spend for 0.1m, width is 0.1 0.3m.
5. according to claim 1 a kind of torsion-bending ratio prefabricated bottom tire structure it is characterised in that：Described cemented rock barricade
（3）It is highly 0.9-1.5m.
6. according to claim 1 a kind of torsion-bending ratio prefabricated bottom tire structure it is characterised in that：The described concrete that bears down on one（4）
It is highly 0.2m.
7. according to claim 1 a kind of torsion-bending ratio prefabricated bottom tire structure it is characterised in that：Described large-scale gutter（10）
Length be 7 9m, width be 0.4 1m.
8. according to claim 1 a kind of torsion-bending ratio prefabricated bottom tire structure it is characterised in that：Described drain pipe（11）For straight
Footpath is the steel pipe of 200 300mm.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620891490.3U CN205975502U (en) | 2016-08-17 | 2016-08-17 | Turn round child structure of prefabricated end of king's block |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620891490.3U CN205975502U (en) | 2016-08-17 | 2016-08-17 | Turn round child structure of prefabricated end of king's block |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN205975502U true CN205975502U (en) | 2017-02-22 |
Family
ID=58030721
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201620891490.3U Expired - Fee Related CN205975502U (en) | 2016-08-17 | 2016-08-17 | Turn round child structure of prefabricated end of king's block |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN205975502U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106120653A (en) * | 2016-08-17 | 2016-11-16 | 中交航局第三工程有限公司 | A kind of torsion-bending ratio prefabricated end tire structure and construction method |
-
2016
- 2016-08-17 CN CN201620891490.3U patent/CN205975502U/en not_active Expired - Fee Related
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106120653A (en) * | 2016-08-17 | 2016-11-16 | 中交航局第三工程有限公司 | A kind of torsion-bending ratio prefabricated end tire structure and construction method |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20170222 |
|
| CF01 | Termination of patent right due to non-payment of annual fee |