CN205098420U - Be applied to floating mat of hydraulic reclamation acceptance of project work - Google Patents
Be applied to floating mat of hydraulic reclamation acceptance of project work Download PDFInfo
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- CN205098420U CN205098420U CN201520819979.5U CN201520819979U CN205098420U CN 205098420 U CN205098420 U CN 205098420U CN 201520819979 U CN201520819979 U CN 201520819979U CN 205098420 U CN205098420 U CN 205098420U
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- angle bar
- bar skeleton
- cystosepiment
- floating mat
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Abstract
The utility model discloses a be applied to floating mat of hydraulic reclamation acceptance of project work, include angle bar skeleton of constituteing by the angle bar stick and the cystosepiment that is arranged in the angle bar skeleton, wherein the angle bar skeleton is the cuboid, the angle bar skeleton leans on the cystosepiment of rear side department to open there is the cavity, be provided with the engine in the cavity and dial the shelves ware, wherein engine and the welding of angle bar skeleton, the rear end of angle bar skeleton is provided with the zigzag hob, wherein the lower extreme of zigzag hob passes the cystosepiment and stretches to angle bar skeleton downside rear, the lower extreme of zigzag hob has connected gradually screw and rudder plate, the characteristics of native hydraulic reclamation engineering are moulded to big moisture content ultra -soft to this floating mat, through equitable construction improvement, and the design especially installing the engine additional, dial a shelves ware, zigzag hob through angle bar skeleton, cystosepiment combination, not only less and the cost low in the floating mat dead weight, and can oneself provide power nimble removal the in mud scum district.
Description
Technical field
The utility model relates to site operation engineering field, particularly a kind of floating mat being applied to hydraulic reclamation checking and accepting in Dredger Filling Engineering.
Background technology
Hydraulic reclamation hidden work acceptance comprises measures mud face elevation and sampling measured moisture content.According to site operation requirement, for controlling hydraulic reclamation effect, after hydraulic reclamation completes General Requirements at least within the scope of the 1m of top layer aqueous ingredients not higher than 90%, to measure hydraulic reclamation district completed hydraulic reclamation mud absolute altitude simultaneously, for project subsequent construction provides Data support, guarantee that its mud face elevation meets design requirement, usually need to sample according to 50m × 50m point.But barged-in fill aqueous ingredients is high, and intensity is low, how choosing the vehicle being adapted at walking in barged-in fill is difficult points.Such as " Tianjin Binhai barged-in fill " is pointed out, the genus North China Plain, Nan Gang manufacturing district, Tianjin littoral land form, and its top layer mostly is the weak sedimentary deposit of typical case's littoral facies in the Alluvium period.Underwater topography is relatively mild, and elevation is-3.22 ~-4.06 meters.Each clay distribution is more regular, and elevation at the bottom of silt seam is-8.22m ~-10.06m, and elevation at the bottom of silt clay layer is-11.80 ~-13.05m, and its average SPT blow count N is all less than 1.Nan Gang red flag road, Tianjin engineering hydraulic reclamation absolute altitude is+6.2 meters, then the barged-in fill thickness of hydraulic reclamation reaches more than 9.42m.It is low that ultra-soft moulds soil bearing capacity, and convention traffic instrument cannot be walked wherein.A designer devises a kind of floating mat, specifically can refer to " a kind of floating mat device for laying geotextile " that the patent No. is 201420802472.4, wherein mention truss to realize being connected by the connection bandage of metal material with cystosepiment, this structure is flexible not enough in use, need winch to drive whole floating mat device lateral to move, can not tackle as this large area engineering of Tianjin Binhai.
Summary of the invention
In order to overcome the deficiencies in the prior art, the utility model provides a kind of floating mat being applied to Dredger Filling Engineering checking and accepting.
The utility model solves the technical scheme that its technical matters adopts:
A kind of floating mat being applied to Dredger Filling Engineering checking and accepting, comprise the angle bar skeleton be made up of angle bar rod and the cystosepiment being arranged in angle bar skeleton, wherein said angle bar skeleton is cuboid, the cystosepiment at described angle bar skeleton side place rearward has cavity, driving engine and gearshift device is provided with in described cavity, wherein said driving engine and angle bar frame welding, the rear end of described angle bar skeleton is provided with zigzag screw rod, proceeds posterolateral under angle bar skeleton is stretched to through cystosepiment in the lower end of wherein said zigzag screw rod, the lower end of described zigzag screw rod is connected with screw propeller and rudder plate in turn.
As a preference, the left and right sides above described angle bar skeleton is welded with railing respectively.
As a preference, the long 70cm of described angle bar rod, wide 10cm, the wide of described angle bar skeleton is 1.5 ~ 2.5m, and length is 3 ~ 4.5m, and thick is 0.2 ~ 0.5m.
As a preference, the bar length of described zigzag screw rod is 1 ~ 1.4m, diameter 3.0 ~ 3.5cm.
The beneficial effects of the utility model are: this floating mat moulds the feature of native Dredger Filling Engineering for large water ratio ultra-soft, by rational structural improvement, the design adding mounted engine, gearshift device, zigzag screw rod is combined especially by angle bar skeleton, cystosepiment, not only floating mat deadweight is less and cost is low, and can oneself provide power in the movement flexibly of mud scum district, the construction area softer for soil property creates execution conditions, reduces difficulty of construction, improves operating efficiency.
Accompanying drawing explanation
Below in conjunction with drawings and Examples, the utility model is further illustrated.
Fig. 1 is block diagram of the present utility model.
Detailed description of the invention
With reference to Fig. 1, a kind of floating mat being applied to Dredger Filling Engineering checking and accepting, comprise the angle bar skeleton 1 be made up of angle bar rod and the cystosepiment 2 being arranged in angle bar skeleton 1, wherein said angle bar skeleton 1 is cuboid, the angle bar skeleton 1 of angle bar rod composition is adopted to design, not only assembling is simple, and the skeleton that stabilized structure degree forms than the truss, fly rod etc. in past is good, especially can ensure that the situations such as displacement do not appear in the cystosepiment 2 in angle bar skeleton 1.The cystosepiment 2 at described angle bar skeleton 1 side place rearward has cavity 3, and be provided with driving engine 4 and gearshift device 5 in described cavity 3, wherein said driving engine 4 welds with angle bar skeleton 1, and ensure the stable degree of driving engine 4, concrete driving engine 4 can adopt diesel-engine generator.Gearshift device 5 is generally arranged between screw propeller and driving engine 4, is divided into D Drive, retreats shelves, neutral gear three gears.The rear end of described angle bar skeleton 1 is provided with zigzag screw rod 6, angle bar skeleton 1 time proceeds posterolateral is stretched to through cystosepiment 2 in the lower end of wherein said zigzag screw rod 6, the lower end of described zigzag screw rod 6 is connected with screw propeller 7 and rudder plate 8 in turn, namely the upper part of zigzag screw rod 6 supplies operating personal as handlebar, the end portion of zigzag screw rod 6 then coordinates driving engine 4 to realize the movement of floating mat, therefore between zigzag screw rod 6 and floating mat for being rotatably connected.
When reality uses, step comprises:
1. floating mat is winched on mud face, artificial ignition engines 4;
2. gearshift device 5 is placed on advance gear;
3. pin step on the accelerator slowly starts floating mat, changes the deflection of rudder plate 8 by swinging zigzag screw rod 6 and then controls working direction;
4. gearshift device 5 is placed in neutral gear after arriving and getting mud point by floating mat, carries out and gets bricklayer's's work;
5. repeat after getting mud 1. above-mentioned ~ 4., to complete get bricklayer's do.
The design of this floating mat is easy to use, do not need external draw gear just can realize the flexible movement of floating mat, the planeness of constructing can also be ensured, efficiently solve and manually repeatedly trample the problem causing geotextile fold, reduce spillage of material, reduce material cost, also construction operation personnel are avoided directly to enter mire construction, the similar liferaft of floating mat, reduces potential safety hazard further, ensure that the construction safety of workmen simultaneously.
In order to ensure the stable degree of angle bar skeleton 1, the long 70cm of described angle bar rod, wide 10cm, the wide of described angle bar skeleton 1 is 1.5 ~ 2.5m, and length is 3 ~ 4.5m, and thick is 0.2 ~ 0.5m.The bar length of described zigzag screw rod 6 is 1 ~ 1.4m, diameter 3.0 ~ 3.5cm, takes into account the alerting ability of zigzag screw rod 6 rotation and the stable degree of structure.
As another kind of embodiment, with reference to Fig. 1, a kind of floating mat being applied to Dredger Filling Engineering checking and accepting, comprise the angle bar skeleton 1 be made up of angle bar rod and the cystosepiment 2 being arranged in angle bar skeleton 1, wherein said angle bar skeleton 1 is cuboid, the cystosepiment 2 at described angle bar skeleton 1 side place rearward has cavity 3, driving engine 4 and gearshift device 5 is provided with in described cavity 3, wherein said driving engine 4 welds with angle bar skeleton 1, the rear end of described angle bar skeleton 1 is provided with zigzag screw rod 6, angle bar skeleton 1 time proceeds posterolateral is stretched to through cystosepiment 2 in the lower end of wherein said zigzag screw rod 6, the lower end of described zigzag screw rod 6 is connected with screw propeller 7 and rudder plate 8 in turn, the left and right sides above described angle bar skeleton 1 is welded with railing 9 respectively, except avoiding construction operation personnel and falling down because of carelessness, also convenient construction operating personnel holds railing 9 and samples, the work such as examination.
According to above-mentioned principle, the utility model can also carry out suitable change and amendment to above-mentioned embodiment.Therefore, the utility model is not limited to detailed description of the invention disclosed and described above, also should fall in the protection domain of claim of the present utility model modifications and changes more of the present utility model.
Through facts have proved, this utility model is for running into the occasion that soil property is comparatively hard or water ratio is lower, but the floating mat of this self-propelled design is moulded soil for the ultra-soft that water ratio is greater than 85% and just had very superior effect.
Claims (4)
1. one kind is applied to the floating mat of Dredger Filling Engineering checking and accepting, it is characterized in that: comprise the angle bar skeleton (1) be made up of angle bar rod and the cystosepiment (2) being arranged in angle bar skeleton (1), wherein said angle bar skeleton (1) is cuboid, the cystosepiment (2) at described angle bar skeleton (1) side place rearward has cavity (3), driving engine (4) and gearshift device (5) is provided with in described cavity (3), wherein said driving engine (4) welds with angle bar skeleton (1), the rear end of described angle bar skeleton (1) is provided with zigzag screw rod (6), proceeds posterolateral under angle bar skeleton (1) is stretched to through cystosepiment (2) in the lower end of wherein said zigzag screw rod (6), the lower end of described zigzag screw rod (6) is connected with screw propeller (7) and rudder plate (8) in turn.
2. a kind of floating mat being applied to Dredger Filling Engineering checking and accepting according to claim 1, is characterized in that: the left and right sides of described angle bar skeleton (1) top is welded with railing (9) respectively.
3. a kind of floating mat being applied to Dredger Filling Engineering checking and accepting according to claim 1, it is characterized in that: the long 70cm of described angle bar rod, wide 10cm, the wide of described angle bar skeleton (1) is 1.5 ~ 2.5m, and length is 3 ~ 4.5m, thick is 0.2 ~ 0.5m.
4. a kind of floating mat being applied to Dredger Filling Engineering checking and accepting according to claim 1, is characterized in that: the bar length of described zigzag screw rod (6) is 1 ~ 1.4m, diameter 3.0 ~ 3.5cm.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520819979.5U CN205098420U (en) | 2015-10-20 | 2015-10-20 | Be applied to floating mat of hydraulic reclamation acceptance of project work |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520819979.5U CN205098420U (en) | 2015-10-20 | 2015-10-20 | Be applied to floating mat of hydraulic reclamation acceptance of project work |
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| Publication Number | Publication Date |
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| CN205098420U true CN205098420U (en) | 2016-03-23 |
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| Application Number | Title | Priority Date | Filing Date |
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| CN201520819979.5U Active CN205098420U (en) | 2015-10-20 | 2015-10-20 | Be applied to floating mat of hydraulic reclamation acceptance of project work |
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Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105274980A (en) * | 2015-10-20 | 2016-01-27 | 中国铁建港航局集团有限公司 | Geotextile laying method for soft foundation treatment construction of dredger fill area |
| CN106945795A (en) * | 2017-05-04 | 2017-07-14 | 广州粤科工程建设监理咨询有限公司 | A kind of Novel work floating mat in harbour restricted clearance |
-
2015
- 2015-10-20 CN CN201520819979.5U patent/CN205098420U/en active Active
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105274980A (en) * | 2015-10-20 | 2016-01-27 | 中国铁建港航局集团有限公司 | Geotextile laying method for soft foundation treatment construction of dredger fill area |
| CN106945795A (en) * | 2017-05-04 | 2017-07-14 | 广州粤科工程建设监理咨询有限公司 | A kind of Novel work floating mat in harbour restricted clearance |
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