CN211849626U - Underwater bucket type foundation structure caulking device - Google Patents
Underwater bucket type foundation structure caulking device Download PDFInfo
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- CN211849626U CN211849626U CN201922476539.5U CN201922476539U CN211849626U CN 211849626 U CN211849626 U CN 211849626U CN 201922476539 U CN201922476539 U CN 201922476539U CN 211849626 U CN211849626 U CN 211849626U
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Abstract
The utility model provides an underwater barrel formula foundation structure caulking device, including establishing two wing edge walls between adjacent barrel formula foundation structure, be equipped with the gap between two wing edge walls, be equipped with the combination formula caulking body of sealing the gap in the gap both sides, the axis symmetry setting along barrel formula foundation structure of combination formula caulking body, the combination formula caulking body includes a plurality of groups caulking pieces of arranging from top to bottom along the gap, every group caulking piece includes the monomer prefabricated plate of centre gripping in wing edge wall both sides, the monomer prefabricated plate of wing edge wall both sides passes through fastening bolt and meets, be equipped with joint strip between monomer prefabricated plate and the wing edge wall, the monomer is notch "T" type component towards the gap, including two pterygoid lamina and the connection web of connecting two pterygoid laminas, joint strip locates between pterygoid lamina and the wing edge wall. The utility model discloses be provided with the unsmooth location structure of semi-cylindrical on the monomer prefabricated plate, be convenient for installation and centering through flange wall, the stifled seam body of combination formula and joint strip vacuole formation structure, concreting reaches the effect of stifled seam.
Description
Technical Field
The utility model relates to a port engineering equipment, especially a bucket formula foundation structure caulking joint device under water.
Background
The vertical breakwater structure without the bottom barrel type prefabricated part is a novel breakwater structure made of materials such as concrete, reinforcing steel bars and steel structures, and each group of the barrel type foundation structure is composed of a foundation barrel body and two upper barrel bodies. After the bucket formula foundation structure sinks through pumping water, can have certain clearance between the staving, in the in-service use, there are the easy corrosion of steel-pipe pile, mould bag soak the damage in the sea water, the concrete is hit by the stormy waves and is come off the scheduling problem in former caulking structure, and caulking structure durability is relatively poor, if the later stage can't implement in short time to blow and fill silt and carry out soil property improvement processing, has the hourglass mud point easily. The offshore construction specificity is considered, the field working efficiency and the construction quality are improved, a suitable novel gap plugging structure is needed, and the gap between the barrel bodies can be filled.
SUMMERY OF THE UTILITY MODEL
The invention aims to solve the technical problem of providing a plugging device for an underwater bucket type foundation structure, which is simple in construction and good in plugging effect, aiming at the defects of the prior art.
The utility model aims to solve the technical problem that the blocking device for the underwater barrel type foundation structure is realized by the following technical scheme, which comprises two wing edge walls arranged between adjacent barrel type foundation structures, wherein a gap is arranged between the two wing edge walls, combined blocking bodies for blocking the gap are arranged at two sides of the gap, and the combined blocking bodies are symmetrically arranged along the axis of the barrel type foundation structure;
the combined type caulking body comprises a plurality of groups of caulking blocks which are vertically arranged along a gap, each group of caulking blocks comprises monomer precast slabs clamped at two sides of a flange wall, the monomer precast slabs at two sides of the flange wall are connected through fastening bolts, a sealing rubber strip is arranged between each monomer precast slab and the flange wall, steel plates inserted into silt are arranged below the two lowest monomer precast slabs, and accumulation bases are arranged at the periphery of the steel plates;
the single precast slabs are T-shaped members with notches facing the gaps, and comprise two wing plates and a connecting web plate for connecting the two wing plates, the sealing rubber strips are arranged between the wing plates and the flange walls, and concave-convex positioning structures for matching and positioning the two vertically adjacent single precast slabs are arranged on the single precast slabs;
the flange wall, the combined seam blocking body and the sealing rubber strip form a cavity structure, and pouring concrete is arranged in the cavity structure.
The utility model discloses the technical problem that will solve can also further realize through following technical scheme, unsmooth location structure is including establishing at the bellying of monomer prefabricated plate connection web upper end and corresponding the depressed part of establishing at monomer prefabricated plate connection web lower extreme.
The utility model discloses the technical problem that will solve can also further realize through following technical scheme, bellying and depressed part are corresponding semi-cylindrical.
The technical problem to be solved by the utility model can be further realized by the following technical scheme, the piled base is piled up by mud in bags or rubble in bags and constitutes.
The utility model discloses the technical problem that will solve can also further realize through following technical scheme, pile up the base and pile up the height and exceed the monomer prefabricated plate height of below.
The utility model discloses the technical problem that will solve can also further realize through following technical scheme, the monomer prefabricated plate is the concrete placement piece.
The utility model discloses the technical problem that solve can also further realize through following technical scheme, joint strip is the hollow rubber strip.
Compared with the prior art, the beneficial effects of the utility model are that:
1. the utility model discloses a be equipped with cylindrical unsmooth location structure on monomer prefabricated plate, the adjacent monomer prefabricated plate centering about convenient installation, easy operation improves site efficiency;
2. the utility model discloses a flange wall, the stifled seam body of combination formula and joint strip vacuole formation structure, better stifled seam effect is realized to the concreting, improves construction quality.
Drawings
Fig. 1 is a front view of the present invention;
fig. 2 is a side view of the present invention;
fig. 3 is a schematic structural diagram of the present invention;
FIG. 4 is an enlarged view at A;
in the figure: 1. a bucket foundation structure; 2. a flange wall; 3. a gap; 4. a single prefabricated plate; 5. sealing rubber strips; 6. fastening a bolt; 7. a steel plate; 8. stacking the bases; 9. a wing plate; 10. connecting the webs; 11. a boss portion; 12. a recessed portion.
Detailed Description
The following further describes embodiments of the present invention in order to facilitate further understanding of the present invention by those skilled in the art, and does not constitute a limitation to the right thereof.
Referring to fig. 1-2, an underwater barrel type foundation structure caulking device comprises two wing edge walls 2 arranged between adjacent barrel type foundation structures 1, a gap 3 is arranged between the two wing edge walls 2, combined type caulking bodies for sealing the gap 3 are arranged on two sides of the gap 3, and the combined type caulking bodies are symmetrically arranged along the axis of the barrel type foundation structure 1;
the combined type caulking body comprises a plurality of groups of caulking blocks which are vertically arranged along a gap 3, each group of caulking blocks comprises monomer precast slabs 4 clamped at two sides of a flange wall 2, the monomer precast slabs 4 are formed by casting and prefabricating concrete, the monomer precast slabs 4 at two sides of the flange wall 2 are connected through fastening bolts 6, sealing rubber strips 5 are arranged between the monomer precast slabs 4 and the flange wall 2, and the sealing rubber strips 5 are hollow rubber strips;
the single precast slab 4 is a T-shaped member with a notch facing the gap 2, and comprises two wing plates 9 and a connecting web plate 10 for connecting the two wing plates 9, the sealing rubber strip 5 is arranged between the wing plates 9 and the flange wall 2, the single precast slab 4 is provided with a concave-convex positioning structure for matching and positioning the two adjacent single precast slabs 4 up and down, the concave-convex positioning structure comprises a convex part 11 arranged at the upper end of the connecting web plate 10 of the single precast slab 4 and a concave part 12 correspondingly arranged at the lower end of the connecting web plate 10 of the single precast slab 4, and the convex part 11 and the concave part 12 are in corresponding semicylindrical shapes;
the flange wall 2, the combined seam blocking body and the sealing rubber strip 5 form a cavity structure, and pouring concrete is arranged in the cavity structure.
The utility model discloses a construction method as follows:
after the bucket formula foundation structure sinks into the aquatic, two monomer prefabricated plates 4 are hoisted in the both sides of flange wall 2, sink into the aquatic, guarantee through unsmooth location structure that adjacent monomer prefabricated plate 4 combines well, lay joint strip 5 between monomer prefabricated plate 4 and flange wall 2, fasten two monomer prefabricated plates 4 through fastening bolt 6, pile up with bagged mud or bagged rubble at the bottom after having installed whole monomer prefabricated plates 4 and constitute pile up base 8, at flange wall 2, the concrete is pour in a cavity structure is constituteed to combination formula caulking body and joint strip 5, thereby accomplish the caulking.
The above, only be the concrete implementation of the preferred embodiment of the present invention, but the protection scope of the present invention is not limited thereto, and any person skilled in the art is in the technical scope of the present invention, according to the technical solution of the present invention and the utility model, the concept of which is equivalent to replace or change, should be covered within the protection scope of the present invention.
Claims (7)
1. The utility model provides a bucket formula foundation structure caulking joint device under water, is equipped with gap, its characterized in that including establishing two fan wing edge walls between adjacent bucket formula foundation structure between two fan wing edge walls: the combined type seam plugging bodies for sealing the seam are arranged on two sides of the seam and are symmetrically arranged along the axis of the barrel type foundation structure;
the combined type caulking body comprises a plurality of groups of caulking blocks which are vertically arranged along a gap, each group of caulking blocks comprises monomer precast slabs clamped at two sides of a flange wall, the monomer precast slabs at two sides of the flange wall are connected through fastening bolts, a sealing rubber strip is arranged between each monomer precast slab and the flange wall, steel plates inserted into silt are arranged below the two lowest monomer precast slabs, and accumulation bases are arranged at the periphery of the steel plates;
the single precast slabs are T-shaped members with notches facing the gaps, and comprise two wing plates and a connecting web plate for connecting the two wing plates, the sealing rubber strips are arranged between the wing plates and the flange walls, and concave-convex positioning structures for matching and positioning the two vertically adjacent single precast slabs are arranged on the single precast slabs;
the flange wall, the combined seam blocking body and the sealing rubber strip form a cavity structure, and pouring concrete is arranged in the cavity structure.
2. The underwater bucket type foundation structure caulking device of claim 1, wherein: the concave-convex positioning structure comprises a convex part arranged at the upper end of the connecting web plate of the single precast slab and a concave part correspondingly arranged at the lower end of the connecting web plate of the single precast slab.
3. The underwater bucket type foundation structure caulking device of claim 2, wherein: the convex part and the concave part are in corresponding semi-cylindrical shapes.
4. The underwater bucket type foundation structure caulking device of claim 1, wherein: the stacking base is formed by stacking bagged mud or bagged broken stones.
5. The underwater bucket type foundation structure caulking device according to claim 1 or 4, wherein: the stacking height of the stacking base exceeds the height of the monomer precast slab at the lowest position.
6. The underwater bucket type foundation structure caulking device of claim 1, wherein: the monomer precast slab is a concrete pouring block.
7. The underwater bucket type foundation structure caulking device of claim 1, wherein: the sealing rubber strip is a hollow rubber strip.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201922476539.5U CN211849626U (en) | 2019-12-31 | 2019-12-31 | Underwater bucket type foundation structure caulking device |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201922476539.5U CN211849626U (en) | 2019-12-31 | 2019-12-31 | Underwater bucket type foundation structure caulking device |
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| Publication Number | Publication Date |
|---|---|
| CN211849626U true CN211849626U (en) | 2020-11-03 |
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201922476539.5U Active CN211849626U (en) | 2019-12-31 | 2019-12-31 | Underwater bucket type foundation structure caulking device |
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Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN114060054A (en) * | 2022-01-13 | 2022-02-18 | 中铁九局集团第四工程有限公司 | Tunnel water inrush and mud inrush plugging device and method |
-
2019
- 2019-12-31 CN CN201922476539.5U patent/CN211849626U/en active Active
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN114060054A (en) * | 2022-01-13 | 2022-02-18 | 中铁九局集团第四工程有限公司 | Tunnel water inrush and mud inrush plugging device and method |
| CN114060054B (en) * | 2022-01-13 | 2022-04-08 | 中铁九局集团第四工程有限公司 | Tunnel water inrush and mud inrush plugging method |
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Legal Events
| Date | Code | Title | Description |
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| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| TR01 | Transfer of patent right | ||
| TR01 | Transfer of patent right |
Effective date of registration: 20230925 Address after: No. 147, Zhongshan Middle Road, Lianyun District, Lianyungang City, Jiangsu Province Patentee after: JIANGSU BRANCH OF CCCC SHANGHAI PORT ENGINEERING Co.,Ltd. Patentee after: CCCC THIRD HARBOR ENGINEERING Co.,Ltd. Address before: No. 147, Zhongshan Middle Road, Lianyun District, Lianyungang City, Jiangsu Province Patentee before: JIANGSU BRANCH OF CCCC SHANGHAI PORT ENGINEERING Co.,Ltd. |