CN217460578U - Self-floating assembly type filling device for soil engineering pipe bags - Google Patents
Self-floating assembly type filling device for soil engineering pipe bags Download PDFInfo
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- CN217460578U CN217460578U CN202221680553.2U CN202221680553U CN217460578U CN 217460578 U CN217460578 U CN 217460578U CN 202221680553 U CN202221680553 U CN 202221680553U CN 217460578 U CN217460578 U CN 217460578U
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- sand
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- 239000002689 soil Substances 0.000 title claims description 4
- 239000004576 sand Substances 0.000 claims abstract description 125
- 229910000831 Steel Inorganic materials 0.000 claims abstract description 46
- 239000010959 steel Substances 0.000 claims abstract description 46
- 239000004746 geotextile Substances 0.000 claims abstract description 26
- 239000006260 foam Substances 0.000 claims abstract description 6
- 230000001681 protective effect Effects 0.000 claims description 3
- 238000003466 welding Methods 0.000 claims description 3
- 230000008901 benefit Effects 0.000 abstract description 3
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 11
- 230000009471 action Effects 0.000 description 4
- 238000010276 construction Methods 0.000 description 3
- 238000005452 bending Methods 0.000 description 2
- 238000010008 shearing Methods 0.000 description 2
- 230000009286 beneficial effect Effects 0.000 description 1
- 230000007547 defect Effects 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 238000006073 displacement reaction Methods 0.000 description 1
- 239000004744 fabric Substances 0.000 description 1
- 238000005429 filling process Methods 0.000 description 1
- 230000006872 improvement Effects 0.000 description 1
- 238000000034 method Methods 0.000 description 1
- 239000000203 mixture Substances 0.000 description 1
- 239000010802 sludge Substances 0.000 description 1
- 230000007480 spreading Effects 0.000 description 1
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Abstract
The utility model discloses a self-floating assembly type geotextile tube bag filling device, which comprises a steel tube cage, a geotextile tube bag, a six-way sand filling converter and a sand conveying pipeline, wherein the steel tube cage is provided with four steel tube bags which are connected end to end through spherical hinges, foam floating bodies are embedded in the steel tube cage, and the geotextile tube bag is fixed at the inner side of the steel tube cage through an inner splayed pull cable; the six-way sand filling converter is provided with a sand inlet and five sand outlets, one end of the sand conveying pipeline is connected to the sand inlet, the other end of the sand conveying pipeline is provided with a sand pump and is arranged in the sand stored by the sand barge, and the five sand outlets of the six-way sand filling converter are communicated into the geotechnical pipe bag through pipelines respectively. The utility model relates to a fill and irritate device from assembled geotechnological tube bag that floats adopts the assembled structure, compact structure, and the assembly and the dismantlement of being convenient for can do benefit to the sand operation that fills of geotechnological tube bag, fill the sand converter and adopt the multichannel to fill the sand in the geotechnological tube bag through setting up six-way, fill sand efficiently. The use cost is low, and the safety and the reliability are realized.
Description
Technical Field
The utility model relates to a dam construction equipment technical field specifically is a fill and irritate device from assembled geotechnological tube bag that floats.
Background
In the river lake and sea entrance, water is bound by building a guide dike to prevent silt from silting; a breakwater is usually built in the coastal harbor area to resist the intrusion of sea waves into a harbor basin. The embankment engineering is carried out in water, the foundation is mostly a thick sludge layer, the structural design service life and the service period are long, the requirements on uneven settlement of the embankment body caused by a soft foundation and crack control of the embankment body are strict, and higher requirements are provided for the design of a foundation cushion layer.
The large-area sand filled in the earthwork pipe bag is used as a sand bedding layer to increase the contact area between the dyke body and the foundation, so that the integrity of the dyke body is enhanced, and the uneven settlement of the dyke body can be effectively controlled. The conventional sand filling operation of the geotextile tube bag adopts the positioning of a pull-up ship, and two ships pull up the positioning bag body to carry out the sinking and sand filling work.
SUMMERY OF THE UTILITY MODEL
The utility model aims to provide a: provides a self-floating assembly type filling device for a soil engineering pipe bag, which aims to solve the defects.
In order to achieve the above object, the present invention provides the following technical solutions:
a self-floating assembly type geotextile tube bag filling device comprises steel tube cages, geotextile tube bags, six-way sand filling converters and sand conveying pipelines, wherein the number of the steel tube cages is four, the steel tube cages are connected end to end through spherical hinges to form a rectangular shape, foam floating bodies are embedded in the steel tube cages, and the geotextile tube bags are fixed on the inner sides of the four steel tube cages through inner splayed pull cables; the six-way sand filling converter is provided with a sand inlet and five sand outlets, one end of the sand conveying pipeline is connected to the sand inlet of the six-way sand filling converter, the other end of the sand conveying pipeline is provided with a sand pump and is arranged in the sand stored by the sand barge, and the five sand outlets of the six-way sand filling converter are communicated to the geotechnical pipe bags through pipelines respectively.
Preferably, a plurality of buoys are arranged on the sand conveying pipeline.
Preferably, a sand inlet of the six-way sand filling converter is connected with a sand inlet pipe, and the tail end of the sand inlet pipe is connected with one end of a sand conveying pipeline; six lead to fill five sand outlets of sand converter, including a main sand outlet and four vice sand outlets, be connected with main sand pipe on the main sand outlet, all be connected with vice sand pipe on the vice sand outlet, main sand pipe connection on the left side of geotechnique's pipe bag or right side and link up with geotechnological pipe bag is inside, four vice sand pipe is connected respectively on the upper and lower both sides of geotechnological pipe bag and link up with geotechnological pipe bag is inside.
Preferably, a pipe bag water outlet is formed in the upper end face of the geotechnical pipe bag.
Preferably, the steel pipe cage is by the cage structure that a plurality of steel pipe combination welding formed to constitute by first section cage, middle section cage and back end cage, all be connected through one-way articulated joint between first section cage and the middle section cage, between middle section cage and the back end cage, first section cage front end the back end all is provided with the ball joint.
Preferably, the middle section cage is provided with at least one.
Preferably, the middle section cage frame is provided with a plurality of, a plurality of the middle section cage frame connects into linear structure end to end, and two all connect through one-way articulated joint between the middle section cage frame.
Preferably, a plurality of platform-fixed outer splayed anchor cables are arranged on the four steel tube cages.
Preferably, two adjacent steel pipe cage joints in the four steel pipe cages are both provided with two-way corner brace.
Preferably, an operation protective guard is arranged on the upper end face of the steel tube cage.
The beneficial effects of the utility model reside in that:
the utility model relates to a self-floating assembly type filling device for earthwork tube bags, which is characterized in that a foam floating body is arranged in a steel tube cage to improve the buoyancy of the whole system; the four steel tube cages are connected end to end through the spherical hinged joints to form a rectangular shape, and the steel tube cages are connected through the unidirectional hinged joints, so that the deformation capacity of the steel tube cages is improved, and the shearing force, the bending moment and the torque generated by the whole system under the action of wind waves are weakened; through setting up six-way sand filling converter and adopting the multichannel to fill the sand in the geotechnological tube bag, it is efficient to fill the sand. The utility model relates to a fill and irritate device from assembled geotechnological pipe bag that floats adopts the assembled structure, compact structure, and the assembly and the dismantlement of being convenient for can do benefit to the sand operation that fills of geotechnological pipe, and the efficiency of construction is high, and use cost is low, safe and reliable.
Drawings
FIG. 1: the structure of the utility model is shown schematically;
FIG. 2: the structure schematic diagram of the six-way sand filling converter of the utility model;
FIG. 3: the utility model discloses a steel pipe cage's structural schematic.
Detailed Description
The following description of the embodiments of the present invention is made with reference to the accompanying drawings 1-3:
as shown in fig. 1-3, a self-floating fabricated geotextile tube bag filling device comprises a steel tube cage 1, a geotextile tube bag 2, a six-way sand filling converter 3 and a sand conveying pipeline 4, wherein the four steel tube cages 1 are connected end to end into a rectangular shape through spherical hinges 7, and foam floating bodies are embedded in the steel tube cage 1, so that an operating platform of the system can float on the water surface.
The geotextile tube bag 2 is fixed on the inner sides of the four steel tube cages 1 through the inner splayed pull cables 21, after the geotextile tube bag 2 is positioned in the water, the geotextile tube bag 2 is pulled and fixed on the inner sides of the four steel tube cages 1 by the inner splayed pull cables 21, so that the geotextile tube bag 2 is settled at a preset position at a fixed point, and no displacement is generated in the sand filling process.
A plurality of platform fixing outer splayed anchor cables 8 are arranged on the four steel tube cage frames 1, and after the operation platform of the system is assembled and positioned in the water, the operation platform is pulled and anchored by a tugboat and fixed in a breaking mode, so that the operation platform can be used for cloth spreading operation at a fixed position. Two adjacent steel pipe cage 1 junctions inboard in four steel pipe cages 1 all is provided with twice corner brace 6, strengthens the joint strength of platform at the turn position to the stable in structure and the security guarantee of platform under the action of dealing with the stormy waves under the bad weather. An operation protective guard is arranged on the upper end face of the steel tube cage 1.
As shown in fig. 1-2, the six-way sand filling converter 3 is provided with a sand inlet and five sand outlets, one end of the sand conveying pipeline 4 is connected to the sand inlet of the six-way sand filling converter 3, the other end of the sand conveying pipeline is provided with a sand pump 42 and is placed in the sand stored in the sand barge 5, the sand conveying pipeline 4 is provided with a plurality of buoys 41, and the five sand outlets of the six-way sand filling converter 3 are respectively communicated to the interior of the earth work pipe bag 2 through pipelines. A sand inlet pipe 31 is connected to a sand inlet of the six-way sand filling converter 3, and the tail end of the sand inlet pipe 31 is connected with one end of the sand conveying pipeline 4; six-way fills five sand outlets of sand converter 3, including a main sand outlet and four vice sand outlets, be connected with main sand outlet 32 on the main sand outlet, all be connected with vice sand outlet 33 on the vice sand outlet, main sand outlet 32 connects on the left side or the right side of geotechnique's pipe bag 2 and link up with geotechnique's pipe bag 2 is inside, four vice sand outlet 33 connect respectively on the upper and lower both sides of geotechnique's pipe bag 2 and link up with geotechnique's pipe bag 2 is inside. The upper end face of the geotextile tube bag 2 is provided with a tube bag water outlet 22, when the geotextile tube bag 2 is filled with sand, a sand-water mixture enters the interior of the geotextile tube bag 2 from the main sand outlet tube 32 and the auxiliary sand outlet tube 33, and after sand is precipitated, upper clear water is discharged from the tube bag water outlet 22 under the action of water pressure.
As shown in fig. 3, the steel tube cage 1 is a cage-shaped structure formed by welding a plurality of steel tubes, and is composed of a first section cage 11, a middle section cage 12 and a tail section cage 13, the first section cage 11 and the middle section cage 12, the middle section cage 12 and the tail section cage 13 are connected through one-way hinged joints 14, and the front end of the first section cage 11 and the tail end of the tail section cage 13 are provided with ball hinges 7. The middle section cage 12 is provided with one or a plurality of, and a plurality of middle section cage 12 end to end becomes linear structure, and all connects through one-way articulated joint 14 between two middle section cages 12.
The utility model relates to a self-floating assembly type filling device for earthwork tube bags, which is characterized in that a foam floating body is arranged in a steel tube cage 1 to improve the buoyancy of the whole system; the four steel tube cages 1 are connected end to end through the ball joints 7 to form a rectangular shape, and the steel tube cages 1 are connected through the unidirectional articulated joints 14, so that the deformation capacity of the steel tube cages 1 is improved, and the shearing force, the bending moment and the torque of the whole system under the action of wind waves are weakened; fill sand converter 3 and adopt the multichannel to fill sand in the geotechnological tube bag 2 through setting up six logical, fill sand efficiently.
The utility model relates to a fill and irritate device from assembled geotechnological pipe bag that floats adopts the assembled structure, compact structure, and the assembly and the dismantlement of being convenient for can do benefit to the sand operation that fills of geotechnological pipe bag, and the efficiency of construction is high, and use cost is low, safe and reliable.
The above description of the present invention is made in conjunction with the accompanying drawings, and it is obvious that the present invention is not limited by the above embodiments, and the method and the technical solution of the present invention are not substantially improved or directly applied to other occasions without improvement, and are all within the protection scope of the present invention.
Claims (10)
1. The self-floating assembly type geotextile tube bag filling device is characterized by comprising four steel tube cages (1), a geotextile tube bag (2), a six-way sand filling converter (3) and a sand conveying pipeline (4), wherein the four steel tube cages (1) are connected end to end through spherical hinges (7) to form a rectangular shape, foam floating bodies are embedded in the steel tube cages (1), and the geotextile tube bag (2) is fixed on the inner sides of the four steel tube cages (1) through inner splayed tie cables (21); the six-way sand filling converter (3) is provided with a sand inlet and five sand outlets, one end of the sand conveying pipeline (4) is connected to the sand inlet of the six-way sand filling converter (3), a sand pump (42) is installed at the other end of the sand conveying pipeline and is arranged in the sand stored in the sand barge (5), and the five sand outlets of the six-way sand filling converter (3) are communicated into the soil engineering pipe bag (2) through pipelines respectively.
2. The self-floating fabricated earth tube bag filling device as claimed in claim 1, wherein a plurality of buoys (41) are provided on the sand transporting pipe (4).
3. The self-floating assembly type geotextile tube bag filling device according to claim 1, wherein a sand inlet pipe (31) is connected to a sand inlet of the six-way sand filling converter (3), and the tail end of the sand inlet pipe (31) is connected with one end of a sand conveying pipeline (4); six lead to fill five sand outlets of sand converter (3), including a main sand outlet and four vice sand outlets, be connected with main sand pipe (32) on the main sand outlet, all be connected with vice sand pipe (33) on the vice sand outlet, main sand pipe (32) are connected on the left side or the right side of geotechnique's pipe bag (2) and are link up with geotechnological pipe bag (2) is inside, four vice sand pipe (33) are connected respectively on the upper and lower both sides of geotechnological pipe bag (2) and link up with geotechnological pipe bag (2) is inside.
4. The self-floating fabricated geotextile tube bag filling device according to claim 1, wherein a geotextile tube bag drainage port (22) is provided on an upper end surface of the geotextile tube bag (2).
5. The self-floating assembly type geotextile tube bag filling device according to claim 1, wherein the steel tube cage (1) is of a cage-shaped structure formed by welding a plurality of steel tubes in a combined manner, and consists of a first section cage (11), a middle section cage (12) and a tail section cage (13), the first section cage (11) and the middle section cage (12) and the tail section cage (13) are connected through one-way hinged joints (14), and the front end of the first section cage (11) and the tail end of the tail section cage (13) are provided with ball hinged joints (7).
6. A self-floating fabricated earth bag filling device according to claim 5, characterized in that said intermediate cage (12) is provided with at least one.
7. The self-floating assembly type geotextile tube bag filling device according to claim 5, wherein a plurality of middle section cages (12) are arranged, a plurality of middle section cages (12) are connected end to form a linear structure, and two middle section cages (12) are connected through a one-way hinged joint (14).
8. The self-floating fabricated earth-working pipe bag filling device according to claim 1, wherein a plurality of platform-fixed external splayed anchor cables (8) are arranged on four steel pipe cages (1).
9. The self-floating assembly type geotextile tube bag filling device according to claim 1, wherein two corner supports (6) are arranged on the inner sides of the joints of two adjacent steel tube cages (1) in the four steel tube cages (1).
10. The self-floating assembly type earthwork pipe bag filling device according to claim 1, wherein an operation protective guard is arranged on the upper end face of the steel pipe cage (1).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202221680553.2U CN217460578U (en) | 2022-06-30 | 2022-06-30 | Self-floating assembly type filling device for soil engineering pipe bags |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202221680553.2U CN217460578U (en) | 2022-06-30 | 2022-06-30 | Self-floating assembly type filling device for soil engineering pipe bags |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN217460578U true CN217460578U (en) | 2022-09-20 |
Family
ID=83238884
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202221680553.2U Active CN217460578U (en) | 2022-06-30 | 2022-06-30 | Self-floating assembly type filling device for soil engineering pipe bags |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN217460578U (en) |
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2022
- 2022-06-30 CN CN202221680553.2U patent/CN217460578U/en active Active
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| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CP01 | Change in the name or title of a patent holder |
Address after: 230000 No.20 Tongling Road, Yaohai District, Hefei City, Anhui Province Patentee after: Anhui Construction Engineering Transportation and Navigation Group Co.,Ltd. Address before: 230000 No.20 Tongling Road, Yaohai District, Hefei City, Anhui Province Patentee before: ANHUI PROVINCE TRANSPORTATION HARBOR ENGINEERING CO.,LTD. |
|
| CP01 | Change in the name or title of a patent holder |