CN209443433U - A kind of compound shore protection - Google Patents
A kind of compound shore protection Download PDFInfo
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- CN209443433U CN209443433U CN201821611646.3U CN201821611646U CN209443433U CN 209443433 U CN209443433 U CN 209443433U CN 201821611646 U CN201821611646 U CN 201821611646U CN 209443433 U CN209443433 U CN 209443433U
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Abstract
The utility model discloses a kind of compound shore protections, including T-type Combined type underground diaphragm wall prop, cast-in-situ bored pile, drum Combined type underground diaphragm wall prop, L-type cantilever barricade, U or shape of the mouth as one speaks barricade, foundation soil body, the front of the T-type Combined type underground diaphragm wall prop is equipped with metope body, the back side of the T-type Combined type underground diaphragm wall prop is equipped with wall back counterfort body, the bottom side of the U or shape of the mouth as one speaks barricade is equipped with cast-in-situ bored pile, and wall, even wall and back wall before flabellum are equipped with inside the drum Combined type underground diaphragm wall prop.The utility model is on the basis of T-type Combined type underground diaphragm wall prop by using compound shore protection, the footing permanent bank protection structure of L-type or U-shaped cantilever or empty van barricade is overlapped on the T-type or drum Combined type underground diaphragm wall prop prop further researched and developed, clever structure, principle are concise, theoretical clear.
Description
Technical field
The utility model relates to the shore protection technical field of multiple industries, specially a kind of compound shore protection.
Background technique
In recent years, with the development of the engineering technology such as subway, underground space engineering, underground structure technology is gradually opened
Hair and development, underground structure become the main and important structure of the underground space under the conditions of Soft Clay.With diaphram wall
Grooving machinery and technique are continually developed, and diaphram wall engineering method becomes the preferred implementation method of the class formation, for weak soil
Ground, hydraulic grab grooving have evolved into underground slot construction the most efficiently, mature, form a word using the engineering method
The application of the continuous wall of type is also very universal, occasionally has case for the development and application of T-type or the continuous slot of drum and structure, but not
It is common, main reason is that enforcement difficulty caused by planform factor, T-type or drum, relative to "-" type, shape changes
Afterwards, though structural condition and bearing capacity have significantly improves, the difficulty for each link of constructing and required precision are also substantially
Degree increases: T-type or drum slot increase multiple underground vertical turnings and free face compared to "-" type slot, construction lead wall,
Pore-forming, reinforcing bar cage hoisting are stable to slot and construction precision requirement is higher；The control of the mud off of anti-collapse hole in pore forming process
It is required that more harsh；T-type or drum deformed bar cage be the asymmetric or symmetric structure of integral manufacturing, lifting capacity and the scale of construction compared with
Greatly, when whole vertical lifting, center of gravity is difficult to control, and required precision improves, and difficulty increases, careless slightly, be easy to collide with slot and
Section configuration is caused to change；Underwater concrete pouring in the slot of underground is routinely single tremie method, to guarantee water in T-type or drum slot
Under the concrete that pours uniformly, stablize lifting, need to be adjusted to double duct even more tremie methods etc., the increased difficulty of construction aspect,
So that there is biggish risks for engineering success or failure.
Based on factors above, for the new structure, tentative special topic is researched and developed, and theory combines practice, research solution
Various aspects of having determined key technical problem, has innovated multiple constructions, obtains mature relevant calculation theory, researches and develops formation
The novel revetment structure, is successfully implemented on multiple engineerings, in practice it has proved that, the novel revetment structure function and its every technology refer to
Mark is all satisfied design and related specification requirement, and research and development application is crowned with complete success.
Utility model content
The purpose of this utility model is to provide a kind of compound shore protections, to solve mentioned above in the background art ask
Topic.
To achieve the above object, the utility model provides the following technical solutions: a kind of compound shore protection, including the combination of T type
Formula diaphram wall prop, cast-in-situ bored pile, drum Combined type underground diaphragm wall prop, L-type cantilever barricade, U or the shape of the mouth as one speaks
Barricade, foundation soil body, the front of the T-type Combined type underground diaphragm wall prop are equipped with metope body, the T-type combined type
The back side of lower diaphragm wall prop is equipped with wall back counterfort body, is equipped with the first cushion cap inside the L-type cantilever barricade, and described first
The side of cushion cap is equipped with wall；Ground is installed on the T type Combined type underground diaphragm wall prop and L-type cantilever barricade
The soil body, the inside of the foundation soil body is equipped with the soil body and basic earth after the soil body, wall before wall, the inside of the U or shape of the mouth as one speaks barricade
Equipped with the second cushion cap, the side at the top of second cushion cap is equipped with front wall, and the other side at the top of second cushion cap is equipped with
Wall afterwards is equipped with interval coping described in mid-board between wall and the second cushion cap after described and is equipped with top panel, the U or mouth
The bottom side of type barricade is equipped with cast-in-situ bored pile, before being equipped with flabellum inside the drum Combined type underground diaphragm wall prop
Wall, even wall and back wall.
Preferably, the combination of the T-type Combined type underground diaphragm wall prop and cast-in-situ bored pile is to form shore protection master
Body, shore protection main body are equipped with L-type cantilever barricade, U or shape of the mouth as one speaks barricade.
Preferably, the T-type Combined type underground diaphragm wall prop, reinforced concrete bored pile and drum reinforcing bar are mixed
Solidifying soil diaphram wall uses whole underwater casting reinforced concrete structure, L-type cantilever barricade or U or shape of the mouth as one speaks barricade to use
The reinforced concrete structure of integral cast-in-situ or flat moulded prefabricated.
Preferably, the T-type Combined type underground diaphragm wall prop, cast-in-situ bored pile and drum Combined type underground diaphragm wall
Prop is embedded in foundation soil body, and empty or near water, side after wall is faced in the preceding side of the wall of L-type cantilever barricade or U or shape of the mouth as one speaks barricade
The base soil body is near water.
Compared with prior art, the utility model has the beneficial effects that the compound shore protection is connected in T-type Combined type underground
On the basis of continuous wall prop, L-type is overlapped on the T-type or drum Combined type underground diaphragm wall prop prop further researched and developed
Or the footing permanent bank protection structure of U-shaped cantilever or empty van barricade, clever structure, principle are concise, theoretical clear；Compared to normal
Bank protection structure is advised, new type compound bank protection structure exempts from excavation and filling characteristic, quick construction after having pore-creating molding on the spot and wall, and saves
Engineering occupy ground, the construction time and it is complete build after high cantilever supporting and retaining system, antiseepage, high rigidity, resistance to deformation, structural stability, globality
It is had excellent performance with durability etc.: the multiple combinations of T-type or drum Combined type underground diaphragm wall prop prop because of planform
And variation, so that the rigidity of structure, non-deformability and bearing capacity increase substantially, underground, ground wall body structure are continuous, tool
There are a good earth-retaining and antiseepage, resistance effect, the cast-in-place L-type in top or U-shaped cantilever or empty van barricade body, by lower part T-type or drum
Combined type underground diaphragm wall prop cell cube or underground pile body are linked to be entirety, improve permanent structure globality and durability.
It is applicable not only to gib seepage control project, faces combination or permanent forever for industry fields such as water conservancy, water transport, building, municipal administrations
Property underground space building, the regulation of the high bank slope in river, lock chamber and its guide wall, the high supporting antiseepage of berthing wharf or navigation structure
The engineerings such as wall or high supporting and retaining system shore protection, it is safe, economical, feasible, there is more great synthesis advantage, meanwhile, it is suitable for weak soil layered ground
On various various boundaries, main structure size adjustable is variable, and can combine rear tension prestress technology, further increases
Its bearing capacity.
Detailed description of the invention
Fig. 1 is the cross-sectional configuration schematic diagram (T-type+L-type) of the utility model shore protection；
Fig. 2 is the cross-sectional configuration schematic diagram (T-type+reverse L type) of the utility model shore protection；
Fig. 3 is the cross-sectional configuration schematic diagram (T-type+U-shaped) of the utility model shore protection；
Fig. 4 is the cross-sectional configuration schematic diagram (T-type+shape of the mouth as one speaks) of the utility model shore protection；
Fig. 5 is the cross-sectional configuration schematic diagram (drum+shape of the mouth as one speaks) of the utility model shore protection；
Fig. 6 is the flat cutting faces structural representation that the lower part T-type diaphram wall cell cube of the utility model shore protection is continuously arranged
Figure；
Fig. 7 is the flat cutting faces knot that lower part T-type diaphram wall+bored concrete pile cell cube of the utility model shore protection is continuously arranged
Structure schematic diagram；
Fig. 8 is that the lower part drum Combined type underground diaphragm wall prop cell cube of the utility model shore protection continuously arranges flat
The schematic diagram of the section structure.
Number enantiomorph in figure
1, T-type Combined type underground diaphragm wall prop；101, metope body；102, wall carries on the back counterfort body；2, L type cantilever barricade；
201, the first cushion cap；202, wall；3, foundation soil body；301, the soil body before wall；302, the soil body after wall；303, basic earth；4, U or
Shape of the mouth as one speaks barricade；401, the second cushion cap；402, front wall；403, rear wall；404, mid-board；405, top panel；5, cast-in-situ bored pile；6,
Drum Combined type underground diaphragm wall prop；601, preceding wall；602, connect wall；603, back wall.
Specific embodiment
The following will be combined with the drawings in the embodiments of the present invention, carries out the technical scheme in the embodiment of the utility model
Clearly and completely describe, it is clear that the described embodiments are only a part of the embodiments of the utility model, rather than whole
Embodiment.Based on the embodiments of the present invention, those of ordinary skill in the art are without making creative work
Every other embodiment obtained, fall within the protection scope of the utility model.
It is in the description of the present invention, it should be noted that term top, lower part, inside and outside, forward and backward, side, another
The orientation or positional relationship of the instructions such as side, one end, the other end is to be based on the orientation or positional relationship shown in the drawings, merely to just
In description the utility model and simplify description, rather than the device or element of indication or suggestion meaning there must be specific side
Position is constructed and operated in a specific orientation, therefore should not be understood as limiting the present invention.
In the description of the present invention, it should be noted that unless otherwise clearly defined and limited, term underground connects
Continuous wall, barricade, prop, is installed, is provided with, connecting cell cube, be shall be understood in a broad sense, such as connect, be can be fixed company
Connect, may be a detachable connection, or it is whole, be integrally connected；It can be mechanical connection, be also possible to be electrically connected；It can be
It is connected directly, the connection inside two elements can also be can be indirectly connected through an intermediary.For the general of related fields
For logical technical staff, the concrete meaning of above-mentioned term in the present invention can be understood with concrete condition.
Number 1~6 in figure is please referred to, a kind of embodiment provided by the utility model: a kind of compound shore protection, including T-type
Combined type underground diaphragm wall prop 1, cast-in-situ bored pile 5, drum Combined type underground diaphragm wall prop 6, L-type cantilever barricade 2,
U or shape of the mouth as one speaks barricade 4, foundation soil body 3, it is characterised in that: the front of the T-type Combined type underground diaphragm wall prop 1 is equipped with
Metope body 101, the back side of the T-type Combined type underground diaphragm wall prop 1 are equipped with wall back counterfort body 102, the L-type cantilever
The first cushion cap 201 is equipped with inside barricade 2, the side of first cushion cap 201 is equipped with wall 202, the T-type combined type
Foundation soil body 3 is installed, the inside of the foundation soil body 3 is equipped with soil before wall on lower diaphragm wall prop 1 and L-type cantilever barricade 2
The inside of the soil body 302 and basic earth 303 after body 301, wall, the U or shape of the mouth as one speaks barricade 4 be equipped with the second cushion cap 401, described second
The side at 401 top of cushion cap is equipped with front wall 402, and the other side at 401 top of the second cushion cap is equipped with rear wall 403, described
The top for being equipped with mid-board 404 described in mid-board 404 between wall 403 and the second cushion cap 401 afterwards is equipped with top panel 405, institute
The bottom side for stating U or shape of the mouth as one speaks barricade 4 is equipped with cast-in-situ bored pile 5, inside the drum Combined type underground diaphragm wall prop 6
Equipped with wall 601, even wall 602 and back wall 603 before flabellum.
Further, the T-type Combined type underground diaphragm wall prop 1 is with the combination of cast-in-situ bored pile 5 to form shore protection
Main body, shore protection main body are equipped with L-type cantilever barricade 2, U or shape of the mouth as one speaks barricade 4, before the wall of L-type cantilever barricade 2, U or shape of the mouth as one speaks barricade 4
Empty or near water, the latter collateral earth-retaining body 3 of wall or near water is faced in side, has digging-free, high cantilever supporting and retaining system function after in-place molding, wall
Can, the lower part T-type diaphram wall 1 or drum Combined type underground diaphragm wall prop 6 of the compound shore protection are dug using underground
Slot pore-forming gos deep into, is embedded in ground or the supporting and retaining system soil body 3.
Further, the T-type Combined type underground diaphragm wall prop 1, reinforced concrete bored pile 5 and drum reinforcing bar
Concrete underground continuous wall 6 is using whole underwater casting reinforced concrete structure, L-type cantilever barricade 2 or U or shape of the mouth as one speaks barricade 4
Using integral cast-in-situ or the reinforced concrete structure of flat moulded prefabricated, the wall of the lower part T-type diaphram wall 1 of the compound shore protection
The preceding wall 601 of face body 101 or drum Combined type underground diaphragm wall prop 6 is close continuous, L-type cantilever barricade 2 or U-shaped or
The first cushion cap 201,401 and wall 202,402,403,404 of shape of the mouth as one speaks empty van barricade 4 are whole continuous armored concrete knot
Structure, shore protection is upper and lower and cell cube internode wall is close continuously, has the function of underground continuous supporting, antiseepage, sealing.
Further, the T-type Combined type underground diaphragm wall prop 1, cast-in-situ bored pile 5 and drum Combined type underground are continuous
Wall prop 6 is embedded in foundation soil body 3, the preceding side of wall of L-type cantilever barricade 2 or U or shape of the mouth as one speaks barricade 4 face it is empty or near water, after wall
Side foundation soil body 3 near water, the lower part T-type diaphram wall 1 or bored concrete pile 5 or drum Combined type underground of the compound shore protection
The top of diaphragm wall prop 6 is equipped with L-type cantilever barricade 2 or U-shaped or shape of the mouth as one speaks empty van barricade 4, L-type cantilever barricade or it is U-shaped or
Shape of the mouth as one speaks barricade 4, by T-type Combined type underground diaphragm wall prop 1 or cast-in-situ bored pile 5 or drum Combined type underground diaphragm wall supporting
Body 6 is linked to be entirety, improves permanent structure globality and durability.
For those skilled in the relevant arts, it is clear that the present invention is not limited to the details of the above exemplary embodiments,
And without departing substantially from the spirit or essential attributes of the utility model, it can realize in other specific forms practical
It is novel.Therefore, in all respects, the present embodiments are to be considered as illustrative and not restrictive, this is practical
Novel range is indicated by the appended claims rather than the foregoing description, accordingly, it is intended to which the equivalent requirements of the claims will be fallen in
Meaning and scope in all changes be embraced therein.It should not treat any reference in the claims as
It limits the claims involved.
Claims (4)
1. a kind of compound shore protection, including the combination of T-type Combined type underground diaphragm wall prop (1), cast-in-situ bored pile (5), drum
Formula diaphram wall prop (6), L-type cantilever barricade (2), U or shape of the mouth as one speaks barricade (4), foundation soil body (3), it is characterised in that: institute
The front for stating T-type Combined type underground diaphragm wall prop (1) is equipped with metope body (101), the T-type Combined type underground diaphragm wall
The back side of prop (1) is equipped with wall back counterfort body (102), is equipped with the first cushion cap (201) inside the L-type cantilever barricade (2),
The side of first cushion cap (201) is equipped with wall (202), the T-type Combined type underground diaphragm wall prop (1) and L-type
It is equipped on cantilever barricade (2) foundation soil body (3), the inside of the foundation soil body (3) is equipped with soil after the soil body (301), wall before wall
The inside of body (302) and basic earth (303), the U or shape of the mouth as one speaks barricade (4) is equipped with the second cushion cap (401), second cushion cap
(401) side at the top of is equipped with front wall (402), and the other side at the top of second cushion cap (401) is equipped with rear wall (403),
It is equipped at the top of mid-board (404) mid-board (404) and is equipped between wall (403) and the second cushion cap (401) after described
The bottom side of top panel (405), the U or shape of the mouth as one speaks barricade (4) is equipped with cast-in-situ bored pile (5), the drum combined type
Equipped with wall (601), even wall (602) and back wall (603) before flabellum inside lower diaphragm wall prop (6).
2. a kind of compound shore protection according to claim 1, it is characterised in that: the T-type Combined type underground diaphragm wall branch
The combination of watch box (1) and cast-in-situ bored pile (5) to form shore protection main body, shore protection main body be equipped with L-type cantilever barricade (2), U or
Shape of the mouth as one speaks barricade (4).
3. a kind of compound shore protection according to claim 1, it is characterised in that: the T-type Combined type underground diaphragm wall branch
Watch box (1), reinforced concrete bored pile (5) and drum Combined type underground diaphragm wall prop (6) are using whole underwater
Pouring reinforcement concrete structure, L-type cantilever barricade (2) or U or shape of the mouth as one speaks barricade (4) use integral cast-in-situ or the reinforcing bar of flat moulded prefabricated
Concrete structure.
4. a kind of compound shore protection according to claim 1, it is characterised in that: the T-type Combined type underground diaphragm wall branch
In watch box (1), cast-in-situ bored pile (5) and drum Combined type underground diaphragm wall prop (6) insertion foundation soil body (3), L-type cantilever
The preceding side of wall of barricade (2) or U or shape of the mouth as one speaks barricade (4) is faced empty or near water, and side foundation soil body (3) is near water after wall.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201821611646.3U CN209443433U (en) | 2018-09-30 | 2018-09-30 | A kind of compound shore protection |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201821611646.3U CN209443433U (en) | 2018-09-30 | 2018-09-30 | A kind of compound shore protection |
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| Publication Number | Publication Date |
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| CN209443433U true CN209443433U (en) | 2019-09-27 |
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| CN201821611646.3U Active CN209443433U (en) | 2018-09-30 | 2018-09-30 | A kind of compound shore protection |
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Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110939101A (en) * | 2019-12-26 | 2020-03-31 | 长江勘测规划设计研究有限责任公司 | Vertical dike structure and construction method thereof |
| CN111424608A (en) * | 2020-05-18 | 2020-07-17 | 湖南省交通规划勘察设计院有限公司 | Mountain river wharf structure |
-
2018
- 2018-09-30 CN CN201821611646.3U patent/CN209443433U/en active Active
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110939101A (en) * | 2019-12-26 | 2020-03-31 | 长江勘测规划设计研究有限责任公司 | Vertical dike structure and construction method thereof |
| CN111424608A (en) * | 2020-05-18 | 2020-07-17 | 湖南省交通规划勘察设计院有限公司 | Mountain river wharf structure |
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