CN107989054A - It is a kind of applied to underwater flush type cushion cap without bottom concrete steel lifted trunk structure - Google Patents
It is a kind of applied to underwater flush type cushion cap without bottom concrete steel lifted trunk structure Download PDFInfo
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- CN107989054A CN107989054A CN201711299393.0A CN201711299393A CN107989054A CN 107989054 A CN107989054 A CN 107989054A CN 201711299393 A CN201711299393 A CN 201711299393A CN 107989054 A CN107989054 A CN 107989054A
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- Prior art keywords
- mud
- bottom plate
- hanging box
- box bottom
- underwater
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- 229910000831 Steel Inorganic materials 0.000 title claims abstract description 44
- 239000010959 steel Substances 0.000 title claims abstract description 44
- 239000004567 concrete Substances 0.000 title claims abstract description 39
- 238000007789 sealing Methods 0.000 claims description 5
- 238000003780 insertion Methods 0.000 claims description 3
- 230000037431 insertion Effects 0.000 claims description 3
- 238000010276 construction Methods 0.000 abstract description 12
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 abstract description 10
- 239000000725 suspension Substances 0.000 description 7
- 239000002689 soil Substances 0.000 description 4
- XEEYBQQBJWHFJM-UHFFFAOYSA-N Iron Chemical compound [Fe] XEEYBQQBJWHFJM-UHFFFAOYSA-N 0.000 description 2
- 241000209094 Oryza Species 0.000 description 2
- 235000007164 Oryza sativa Nutrition 0.000 description 2
- 238000010586 diagram Methods 0.000 description 2
- 230000000694 effects Effects 0.000 description 2
- 238000005516 engineering process Methods 0.000 description 2
- 238000002513 implantation Methods 0.000 description 2
- 239000011150 reinforced concrete Substances 0.000 description 2
- 235000009566 rice Nutrition 0.000 description 2
- 238000007792 addition Methods 0.000 description 1
- 230000000903 blocking effect Effects 0.000 description 1
- 238000005266 casting Methods 0.000 description 1
- 239000003795 chemical substances by application Substances 0.000 description 1
- 239000011248 coating agent Substances 0.000 description 1
- 238000000576 coating method Methods 0.000 description 1
- 230000007812 deficiency Effects 0.000 description 1
- 238000007667 floating Methods 0.000 description 1
- 238000011065 in-situ storage Methods 0.000 description 1
- 238000009434 installation Methods 0.000 description 1
- 229910052742 iron Inorganic materials 0.000 description 1
- 239000000463 material Substances 0.000 description 1
- 238000000034 method Methods 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 230000010412 perfusion Effects 0.000 description 1
- 230000037452 priming Effects 0.000 description 1
- 230000003014 reinforcing effect Effects 0.000 description 1
- 238000005507 spraying Methods 0.000 description 1
- 230000008961 swelling Effects 0.000 description 1
Classifications
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D19/00—Keeping dry foundation sites or other areas in the ground
- E02D19/02—Restraining of open water
- E02D19/04—Restraining of open water by coffer-dams, e.g. made of sheet piles
Landscapes
- Engineering & Computer Science (AREA)
- Life Sciences & Earth Sciences (AREA)
- General Life Sciences & Earth Sciences (AREA)
- Mining & Mineral Resources (AREA)
- Paleontology (AREA)
- Civil Engineering (AREA)
- General Engineering & Computer Science (AREA)
- Structural Engineering (AREA)
- Underground Or Underwater Handling Of Building Materials (AREA)
Abstract
The present invention disclose it is a kind of be applied to underwater flush type cushion cap without bottom concrete steel lifted trunk structure, it is characterised in that including hanging box bottom plate, multiple casings, side wall and shirt rim mud guard through hanging box bottom plate；The hanging box bottom plate include polylith can spelling armoured concrete slab and multiple mud-suction holes through armoured concrete slab, the hanging box bottom plate be additionally provided with mud-sucking device corresponding with the mud-suction hole；The side wall is arranged on the hanging box bottom plate and the periphery in the hanging box bottom plate；The shirt rim mud guard is around hanging box bottom plate and below the hanging box bottom plate.The present invention stops that mud, water enter on hanging box bottom plate by side wall, is coordinated by mud-sucking device, multiple mud-suction holes being distributed on armoured concrete slab and inhales mud so that hanging box bottom plate sinks, and stops that mud enters the inner side of shirt rim mud guard using shirt rim mud guard；Break the conventional construction method that steel suspended box cofferdam can be only applied to high-rise pile cap.
Description
Technical field
The present invention relates to civil construction technical field, more particularly to a kind of being mixed without back cover applied to underwater flush type cushion cap
Solidifying soil steel lifted trunk structure.
Background technology
Currently, in water Bridge, harbour foundation construction, the waterproof cofferdam of use substantially has：Steel sheet-pile cofferdam, lock steel pipe
The forms such as pile cofferdam, Double-Wall Steel Boxed Cofferdam, bottomless steel jacket box and bottom board steel lifting box cofferdam.Wherein Double-Wall Steel Boxed Cofferdam, lock steel pipe
Pile cofferdam and steel sheet-pile cofferdam, have been widely used in underwater flush type cushion cap foundation construction.
And work as and run into base position riverbed (stream plasticity) Muddy Bottoms coating super thick (reaching tens of rice), design cushion cap foundation top
Depth is relatively deep in face embedment (stream plasticity) mud and bottom surface below when still having thicker silt soil strata, according to conventional low pile
Double-Wall Steel Boxed Cofferdam, the lock construction method such as steel pipe pile cofferdam and steel sheet-pile cofferdam used by platform, hole bottom stability against heave checking computations
It can not meet code requirement, and cofferdam needs guiding through (stream plasticity) mud and silt soil strata reaches supporting course, depth is up to
Tens of rice, difficulty of construction is very big, security risk is big, and rolled steel dosage is big, extremely uneconomical.
Steel suspended box cofferdam has the characteristics that the construction period is short, material utilization amount is few, economical rationality, is not required to sink to riverbed, by
It is widely used in deep-water bridge, the construction of harbour High-Rise Pile Cap Foundation.Held if can be not required to sink to using steel suspended box cofferdam
The advantages of power layer, construct then in conjunction with my unit (Chinese iron Jian Ganghangju Group Co., Ltd) in high-rise pile cap steel suspended box cofferdam
The important breakthrough that aspect obtains (obtains 1 patent of invention, 4 utility model patents：Underwater concrete in the construction of water Bridge
Casting method, the patent No.：ZL201610247564.4, a kind of underwater non-bottom concrete steel reinforced concrete combination suspension box-cofferdam structure, specially
Profit number：ZL201620639074.4, underwater concreting device, the patent No.：ZL201620334799.2, a kind of steel lifted trunk envelope
Block apparatus, the patent No.：ZL201620334796.9 and a kind of prefabricated panel steel lifted trunk, the patent No.：ZL201620334798.8),
Low pile cap in above-mentioned super thick mud area is constructed using steel suspended box cofferdam, then above-mentioned difficulty can be readily solved, together
When can thoroughly break the conventional construction method that steel suspended box cofferdam can be only applied to high-rise pile cap.
The content of the invention
The technical problems to be solved by the invention are, for the above-mentioned deficiency of the prior art, propose that one kind is applied to water
Lower flush type cushion cap without bottom concrete steel lifted trunk structure.
The present invention solve the technical solution that its technical problem uses be it is a kind of applied to underwater flush type cushion cap without back cover
Concrete steel hanging box structure, it is characterised in that including：
Hanging box bottom plate, including polylith can spelling armoured concrete slab and multiple mud-suction holes through armoured concrete slab,
The hanging box bottom plate is additionally provided with mud-sucking device corresponding with the mud-suction hole；
Multiple casings through hanging box bottom plate, have horn mouth between casing and the hanging box bottom plate；In the horn mouth
Middle perfusion non-dispersible underwater concrete；
Side wall, is arranged on the hanging box bottom plate and is in the periphery of the hanging box bottom plate；
Shirt rim mud guard, the shirt rim mud guard is around hanging box bottom plate and below the hanging box bottom plate.
Preferably, I-shaped supporting beam and multiple inner supports are provided with the side wall.
Preferably, the horn mouth is wide at the top and narrow at the bottom.
Preferably, there is 10 to 20cm gap between the bell-mouthed lower end and casing.
Preferably, it is disposed with sealing air bag in the gap.
Preferably, hanging box bottom plate described in the outer wall vertical of the shirt rim mud guard, the inner wall of the shirt rim mud guard is certainly
It is upper and under inclined inclined-plane outward.
Preferably, the height of the shirt rim mud guard 40 between 60cm.
Preferably, the mud-sucking device is equipped with the dredging tube in insertion mud-suction hole.
Preferably, circumferential girder is additionally provided with the inside of the side wall.
Preferably, casing and the hanging box bottom plate is connected with strut and tie.
The present invention stops that mud, water enter on hanging box bottom plate by side wall, is mixed by mud-sucking device, multiple reinforcing bars that are distributed in
Mud-suction hole on concrete board, which coordinates, inhales mud so that hanging box bottom plate sinks, and stops that mud enters shirt rim gear mud using shirt rim mud guard
The inner side of plate；Steel cofferdam implantation must be used and cause largely with steel by overcoming the underwater flush type cushion cap in super thick mud area
Disadvantage, while break the conventional construction method that steel suspended box cofferdam can be only applied to high-rise pile cap.
Brief description of the drawings
Fig. 1 is the structure diagram of the present invention；
Fig. 2 is the top view of the present invention；
Fig. 3 is the casing of the present invention and the structure diagram of armoured concrete slab.
Embodiment
It is the specific embodiment of the present invention and with reference to attached drawing below, technical scheme is further described,
But the present invention is not limited to these embodiments.
Refer to Fig. 1-Fig. 3, the present invention it is a kind of applied to underwater flush type cushion cap without bottom concrete steel lifted trunk structure,
It is characterised in that it includes hanging box bottom plate, casing 12 and side wall 2.
Hanging box bottom plate, including polylith can spelling armoured concrete slab 13 and multiple suction mud through armoured concrete slab 13
Hole, the hanging box bottom plate are additionally provided with mud-sucking device corresponding with the mud-suction hole；Specifically, hanging box bottom plate has polylith steel
Reinforced concrete, polylith armored concrete can in situ spelling, the multiple mud-suction hole is distributed on hanging box bottom plate, in this implementation
In example, the quantity for the mud-suction hole being distributed on each armoured concrete slab 13 is the amount doesn't matter.
Multiple casings 12 through hanging box bottom plate, have horn mouth between the casing 12 and hanging box bottom plate；In the loudspeaker
Non-dispersible underwater concrete 11 is irrigated in mouth；Specifically, casing 12 passes through the hanging box bottom plate, the outer wall of casing 12 and institute
State hanging box bottom plate not contact directly, there is horn mouth between casing 12 and hanging box bottom plate, in the horn mouth under priming petock not
Scattered concrete 11, emerges for blocking horn mouth to prevent the water under hanging box bottom plate from horn mouth, described underwater not scattered mixed
Solidifying soil 11 is equipped with micro swelling agent so that non-dispersible underwater concrete 11 expands slightly, makes up non-dispersible underwater concrete 11 and receives
Contracting, prevents casing 12 and hanging box bottom plate from crack occur, and in this embodiment, the casing 12 is steel.
Side wall 2, is arranged on the hanging box bottom plate；The side wall 2 is around hanging box bottom plate and is arranged on hanging box bottom plate, institute
State side wall 2 to be used to stop mud 9, prevent from flowing on hanging box bottom plate, the side wall 2 described in this embodiment is steel plate.
Shirt rim mud guard 10, the shirt rim mud guard 10 are described around hanging box bottom plate and below the hanging box bottom plate
Shirt rim mud guard 10 is used to stop that the mud 9 outside shirt rim mud guard 10 to enter in shirt rim mud guard 10.
Stop that mud 9, water enter on hanging box bottom plate by side wall 2, by mud-sucking device, multiple be distributed in armored concrete
Mud-suction hole on plate 13, which coordinates, inhales mud so that hanging box bottom plate sinks, and stops that mud 9 enters shirt rim gear mud using shirt rim mud guard 10
The inner side of plate 10；Steel cofferdam implantation must be used and cause largely to use by overcoming the underwater flush type cushion cap in 9 layers of area of super thick mud
The disadvantage of steel, while break the conventional construction method that steel cofferdam can be only applied to high-rise pile cap of hanging.
It is further preferred that I-shaped supporting beam 1 and multiple inner supports 3 are provided with the side wall 2, the I-shaped supporting beam
1 improves the stability of the side wall 2.
The horn mouth is wide at the top and narrow at the bottom, so can conveniently irrigate non-dispersible underwater concrete 11, meanwhile, the horn mouth
The positioning of casing 12 can be facilitated.There is 10 to 20cm gap, in the gap between the bell-mouthed lower end and casing 12
Sealing air bag 15 is disposed with, it is specifically, convenient with 10 to 20cm gap between the bell-mouthed lower end and casing 12
The installation of sealing air bag 15, and cause sealing air bag 15 that there is more preferable water-stagnating effect.
It is further preferred that hanging box bottom plate described in the outer wall vertical of the shirt rim mud guard 10, the shirt rim mud guard 10
Inner wall be inclined inclined-plane outward from top to bottom, when install suspension box-cofferdam, suspension box-cofferdam is sunk, in suspension box-cofferdam sinking
During, the shirt rim mud guard 10 can block the mud 9 on suspension box-cofferdam periphery into the underface of hanging box bottom plate, meanwhile,
With the sinking of suspension box-cofferdam, 9 pressure of mud below hanging box bottom plate is increasing, and the mud 9 below hanging box bottom plate can
Skidded off along the inner wall of shirt rim mud guard 10 to outside shirt rim mud guard 10, and then reduce the suction mud amount of mud-sucking device, and then improve peace
Fill efficiency.
It is further preferred that the height of the shirt rim mud guard 10 40 between 60cm, if shirt rim mud guard 10 is excessive,
Mud guard intensity is not enough to bear the resistance of mud when hanging box sinks, if shirt rim mud guard 10 is too low, do not have stop mud 9 into
Enter the effect of the inner side of shirt rim mud guard 10.
It is further preferred that the mud-sucking device is equipped with the dredging tube 5 in insertion mud-suction hole, under the shirt rim mud guard 10
The mud 9 of side is ejected into outside suspension box-cofferdam by dredging tube 5, and the dredging tube 5 can be also used for spraying water and ventilate.
It is further preferred that the inner side of the side wall 2 is additionally provided with circumferential girder 8, the ring girder is used to improve side
The intensity of wall 2.
It is further preferred that the casing 12 and hanging box bottom plate are connected with strut and tie 4, ensure the dead weight of hanging box and drain water
Anti-floating power can pass to casing 12 by bottom plate afterwards, it is ensured that hanging box safety.
Specific embodiment described herein is only to spirit explanation for example of the invention.Technology belonging to the present invention is led
The technical staff in domain can do various modifications or additions to described specific embodiment or replace in a similar way
Generation, but without departing from spirit of the invention or beyond the scope of the appended claims.
Claims (10)
1. it is a kind of applied to underwater flush type cushion cap without bottom concrete steel lifted trunk structure, it is characterised in that including：
Hanging box bottom plate, including polylith can spelling armoured concrete slab and multiple mud-suction holes through armoured concrete slab, it is described
Hanging box bottom plate is additionally provided with mud-sucking device corresponding with the mud-suction hole；
Multiple casings through hanging box bottom plate, have horn mouth between casing and the hanging box bottom plate；Filled in the horn mouth
Note non-dispersible underwater concrete；
Side wall, is arranged on the hanging box bottom plate and is in the periphery of the hanging box bottom plate；
Shirt rim mud guard, the shirt rim mud guard is around hanging box bottom plate and below the hanging box bottom plate.
2. it is according to claim 1 it is a kind of applied to underwater flush type cushion cap without bottom concrete steel lifted trunk structure, its
It is characterized in that：I-shaped supporting beam and multiple inner supports are provided with the side wall.
3. it is according to claim 1 it is a kind of applied to underwater flush type cushion cap without bottom concrete steel lifted trunk structure, its
It is characterized in that：The horn mouth is wide at the top and narrow at the bottom.
4. it is according to claim 3 it is a kind of applied to underwater flush type cushion cap without bottom concrete steel lifted trunk structure, its
It is characterized in that：There is 10 to 20cm gap between the bell-mouthed lower end and casing.
5. it is according to claim 4 it is a kind of applied to underwater flush type cushion cap without bottom concrete steel lifted trunk structure, its
It is characterized in that：Sealing air bag is disposed with the gap.
6. it is according to claim 1 it is a kind of applied to underwater flush type cushion cap without bottom concrete steel lifted trunk structure, its
It is characterized in that：Hanging box bottom plate described in the outer wall vertical of the shirt rim mud guard, the inner wall of the shirt rim mud guard is from top to bottom
Inclined inclined-plane outward.
7. it is according to claim 6 it is a kind of applied to underwater flush type cushion cap without bottom concrete steel lifted trunk structure, its
It is characterized in that：The height of the shirt rim mud guard is 40 between 60cm.
8. it is according to claim 1 it is a kind of applied to underwater flush type cushion cap without bottom concrete steel lifted trunk structure, its
It is characterized in that：The mud-sucking device is equipped with the dredging tube in insertion mud-suction hole.
9. it is according to claim 1 it is a kind of applied to underwater flush type cushion cap without bottom concrete steel lifted trunk structure, its
It is characterized in that：Circumferential girder is additionally provided with the inside of the side wall.
10. it is according to claim 1 it is a kind of applied to underwater flush type cushion cap without bottom concrete steel lifted trunk structure, its
It is characterized in that：Casing and the hanging box bottom plate is connected with strut and tie.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201711299393.0A CN107989054A (en) | 2017-12-08 | 2017-12-08 | It is a kind of applied to underwater flush type cushion cap without bottom concrete steel lifted trunk structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201711299393.0A CN107989054A (en) | 2017-12-08 | 2017-12-08 | It is a kind of applied to underwater flush type cushion cap without bottom concrete steel lifted trunk structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN107989054A true CN107989054A (en) | 2018-05-04 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201711299393.0A Pending CN107989054A (en) | 2017-12-08 | 2017-12-08 | It is a kind of applied to underwater flush type cushion cap without bottom concrete steel lifted trunk structure |
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| CN (1) | CN107989054A (en) |
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110080268A (en) * | 2019-06-11 | 2019-08-02 | 中交一航局第二工程有限公司 | Underwater cast-in-place pile and casing connection structure and attaching method thereof |
| CN110172913A (en) * | 2019-05-10 | 2019-08-27 | 中国建筑第六工程局有限公司 | A kind of device for plugging for steel suspended box cofferdam |
| CN114182730A (en) * | 2021-11-29 | 2022-03-15 | 中国船舶工业集团公司第七0八研究所 | Self-elevating platform pile inserting device and method containing composite pile shoe |
| CN116623702A (en) * | 2020-07-28 | 2023-08-22 | 中交路桥华南工程有限公司 | Construction method of underwater bearing platform |
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2017
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Cited By (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110172913A (en) * | 2019-05-10 | 2019-08-27 | 中国建筑第六工程局有限公司 | A kind of device for plugging for steel suspended box cofferdam |
| CN110080268A (en) * | 2019-06-11 | 2019-08-02 | 中交一航局第二工程有限公司 | Underwater cast-in-place pile and casing connection structure and attaching method thereof |
| CN110080268B (en) * | 2019-06-11 | 2024-09-10 | 中交一航局第二工程有限公司 | Connecting structure and connecting method for underwater filling pile and sleeve box |
| CN116623702A (en) * | 2020-07-28 | 2023-08-22 | 中交路桥华南工程有限公司 | Construction method of underwater bearing platform |
| CN114182730A (en) * | 2021-11-29 | 2022-03-15 | 中国船舶工业集团公司第七0八研究所 | Self-elevating platform pile inserting device and method containing composite pile shoe |
| CN114182730B (en) * | 2021-11-29 | 2024-03-29 | 中国船舶工业集团公司第七0八研究所 | Self-elevating platform pile inserting device and method with composite pile shoe |
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