CN201962644U - Pile-supported type caisson seawall - Google Patents
Pile-supported type caisson seawall Download PDFInfo
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- CN201962644U CN201962644U CN2010206661397U CN201020666139U CN201962644U CN 201962644 U CN201962644 U CN 201962644U CN 2010206661397 U CN2010206661397 U CN 2010206661397U CN 201020666139 U CN201020666139 U CN 201020666139U CN 201962644 U CN201962644 U CN 201962644U
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Abstract
The utility model relates to a seawall, and aims at providing a seawall having better stability, which is based on large-diameter cast-in-place concrete piles, and is connected with a caisson platform at the upper part of the pile. The pile-supported type caisson seawall comprises the caisson platform which is arranged on a seabed soft soil foundation in coastal engineering, wherein the bottom of the caisson platform is provided with at least two rows of upright bearing piles for supporting the caisson platform, and submarine upright bearing piles and lateral pressing layers on the top ends of the piles are arranged at the coastal-near side and the land-near side of the caisson platform. The pile-supported type caisson seawall has the advantages that the bearing capability and the stability of the seawall are increased, the caisson platform can be used as a construction platform, and the construction is performed according to the on-land construction method after placing construction machinery on the caisson platform, so that the offshore operation of ships is reduced, the construction cost is lowered and the seawall can be widely applied to the coastal embankment construction engineering.
Description
Technical field
The utility model relates to a kind of sea wall, particularly relates to the stake of a kind of major diameter tube as carrying, and top connects the pile formula caisson sea wall of caisson platform.
Background technology
Along with deepening continuously of China's reform and opening-up, China's economic construction stable and rapid development, especially economy development of coastal area has obtained remarkable achievement.As everyone knows, land resources is the important foundation that guarantees economic development, be accompanied by rapid economy development, the construction land growing tension, want the soil to tidal land, become the common recognition of coastal economy developed regions, the bracing of foundation pit of building construction and ground are handled quantity in addition also sharply increases, and requires also more and more higher, but in the enrockment embankment method of making in the ground engineering that is coated with of enclosing in the past, need a large amount of exploitations and use building stones, surrounding enviroment are caused adverse influence, and it is long to exist the settlement stability time, cause the construction period long, sea wall sedimentation and settlement after construction are big, influence the sea wall quality, and a little less than the sea wall impact resistance, poor stability, in addition, these sea wall structure sections are big, and it is big to take oceanic area.
Chinese patent notification number CN2749932Y, a kind of sea wall structure is disclosed, it adopts by conjuncted campshed, reinforcement levee body, plastic draining board, light-duty casting resin, anchor structure and constitutes, the bottom is the levee foundation that vertical plastic draining board is reinforced in the vertical longitudinally conjuncted campshed in both sides, it on it horizontal drainage sand cushion, be the reinforcement levee body on sand mat of subgrade, reinforcement levee body, conjuncted campshed connected, add light-duty casting resin between conjuncted campshed, the reinforcement levee body by anchor structure, crossbeam.This sea wall construction is loaded down with trivial details, and the waste raw material.
Chinese patent notification number CN201506969U, a kind of major diameter embankment tube stake and embankment or dock structure are disclosed, it comprises the solid base of jackstone, levee body and wave wall, adopt the cast-in-place thin-walled sea wall of major diameter tube pilework, for the plain tube sea wall tube pilework of reinforcing cage sea wall tube pilework being installed or reinforcing cage not being installed is arranged; Be provided with the cast-in-place thin-walled sea wall of two to three row's major diameters tube pilework along the dike line; the spacing between the stake of thin-walled sea wall tube adopts the bent structure that can be reduced into 1.5 ~ 3 times of tube stake diameters; the reinforcing cage of installation sea wall tube pilework is arranged for stretching out water surface structure and connecting by the contact beam between the tube stake, the plain tube sea wall tube pilework that reinforcing cage is not installed strengthens structure for being located at submarine structure and adopting many rows to implant the seabed as its vertical embankment.The top of this embankment is to connect whole torque resistant and less stable with the contact beam.
The utility model content
The purpose of this utility model is to provide the stake of a kind of major diameter cast-in-situ concrete tube as the basis, and top connects the sea wall of caisson platform, to solve the torque resistant that exists in the background technology and the problem of less stable.
To achieve these goals, the technical solution of the utility model is: a kind of pile formula caisson sea wall, comprise the caisson platform that is arranged on the weak soil base of coastal engineering seabed, at least two rows that the bottom of described caisson platform is provided with as its carrying implant the bearing peg of the setting in seabeds, the side and face bearing peg that the land side is provided with the setting of implanting the seabed and the horizontal suppressing layer that is positioned at its top of bordering on the sea of described caisson platform.It is dark that bearing peg inserts the seabed, so adopt the support of bearing peg as the caisson platform, the supporting capacity and the stability of sea wall have been improved, and the side and face the land side and also be provided with bearing peg and suppressing layer of bordering on the sea at the caisson platform, further improved the torque resistant ability and the stability of sea wall, the caisson platform that is supported by seabed weak soil base can use as operation platform in addition, places thereon behind the construction machinery according to land job practices construction, reduce the boats and ships operation on the sea, reduced construction cost.
As preferably, described caisson platform is that a plurality of steel concrete casings are spliced, the two sides of the length direction of described caisson platform are the connection end face of steel concrete casing, an end that connects end face is the protrusion connecting portion that outwards protrudes, the other end is inside recessed recessed connecting portion, and described protrusion connecting portion inserts recessed connecting portion and connects.The caisson platform is formed by a plurality of box body splicings, casing flowing water production can be by land in enormous quantities like this, and this casing may float on the water surface and hauls to construction location during construction, has reduced offshore construction, can enhance productivity and safety.
As preferably, be provided with the gusset of crisscross vertical direction in the described casing, described gusset is separated into a plurality of rectangles or square grid with casing, and the grid bottom that described casing borders on the sea side and faces side both sides, land has a hole, and the top of described bearing peg is connected in the hole.With gusset the caisson platform is separated into several grid, the one, can increase the intensity of caisson platform, the 2nd, bordering on the sea side and face in the grid of land side bearing peg is set, this bearing peg forms for the cast-in-situ concrete manufacturing, be separated into that several grid can conveniently be distinguished placing of concrete and unaffected, stake hole in the top of bearing peg and the caisson is built and is integral in addition, makes bearing peg and caisson platform form integral body, and its whole bearing capacity and stability are better.
As preferably, described bearing peg is the stake of large-diameter hollow thin-walled cast-in-situ concrete tube.Bearing peg adopts the large-diameter hollow thin-walled cylinder pile, can save material, reduces cost, because major diameter tube stake prefabricated component inserts the subsea construction difficulty and cost is all higher, pouring forms so adopt at the construction field (site) in addition.
As preferably, the side and face the land side and all have downward wedge angle of bordering on the sea of described bottom half.After casing is sunk to the seabed in shallow sea, because the seabed mostly is the silt soil property, is provided with wedge angle and can allows casing insert in the silt layer, stability is better.
The advantage of the utility model pile formula caisson sea wall is: it is dark that the seabed is inserted in the stake of major diameter tube, support as the caisson platform, the supporting capacity and the stability of sea wall have been improved, and the side and face the land side and also be provided with a tube stake and a suppressing layer of bordering on the sea at the caisson platform, the torque resistant ability and the stability of sea wall have further been improved, the caisson platform that is supported by seabed weak soil base can use as operation platform in addition, construct according to land job practices after placing construction machinery thereon, reduce the boats and ships operation on the sea, reduced construction cost.
Description of drawings
Fig. 1 is the profile of pile formula caisson sea wall of the present invention;
Fig. 2 is the vertical view of caisson platform;
Fig. 3 is the lateral view of caisson platform;
Fig. 4 is the distribution schematic diagram of tube stake.
Number in the figure is respectively: 103. stake 104. suppressing layers of 100. caisson platforms, 101. casings, 102. gussets.
The specific embodiment
Also in conjunction with the accompanying drawings the technical solution of the utility model is further described specifically below by embodiment.
Embodiment:
As shown in Figure 1, a kind of pile formula caisson sea wall, comprise the caisson platform 100 that is positioned on the weak soil base of seabed, shallow sea, this caisson platform 100 is spliced for a plurality of steel concrete casings 101, the quantity of casing 101 is decided by the design length of sea wall, this casing 101 is the cube structure of upper end open, a side of these casing 101 widths has the protrusion connecting portion of outside protrusion, another side has inwardly recessed recessed connecting portion, splice by protruding connecting portion and recessed connecting portion between two adjacent casings 101, the vertical view of the caisson platform 100 that it is connected to form as shown in Figure 2, can establish the casing 101 of a lengthening every a segment distance, such structure can improve whole anti-horizontal thrust and resistance to capsizing, and the lateral view that casing 101 connects as shown in Figure 3.Be provided with the gusset 102 of crisscross vertical direction in this casing 101, this gusset 102 is separated into a plurality of rectangular grid with casing 101, the grid bottom of bordering on the sea side and facing land side (being the both sides on casing 101 length directions) both sides at casing 101 has a hole, cross-under has tube stake 103 in the stake hole, this stake 103 is a hollow large diameter thin wall in situ concrete pile, the seabed is vertically implanted in this stake 103, its top then cross-under in the stake hole, and building concrete in the grid at tube stake 103 places connects as one the top of tube stake 103 and the casing 101 at its place, casing 101 is sunk to the seabed rear stability in order to construct, the side and face the land side and all have downward wedge angle of bordering on the sea in casing 101 bottoms, this wedge angle can insert in the sand bed of seabed, the side and face the land side and be provided with horizontal suppressing layer 104 of bordering on the sea at casing 101, this suppressing layer 104 is thrown to fill out by rubble and is formed, suppression spats as caisson platform 100, also be provided with the tube stake 103 as the implantation seabed of its carrying in the bottom of suppressing layer 104, tube stake 103 distribution maps of this sea wall as shown in Figure 4.
During construction, earlier with the precalculated position of prefabricated steel concrete casing 101 in the floating marine haul to the neritic area, haul for convenience, can on casing 101, preset members such as filler ring or suspension hook, water-filling makes casing 101 sink down into the seabed of neritic area in casing 101 then, and by the protrusion connecting portion of adjacent casing 101 and the recessed connecting portion caisson platform 100 that is spliced, on the casing 101 of construction, place construction machinery afterwards, stability in order to construct, squeeze into the fixedly steel pipe pile of usefulness in the stake Kong Zhongxiang seabed of 101 4 jiaos of the casings of constructing earlier, then in the stake hole of the casing 101 of construction or steel pipe pile, squeeze into the pile making device that is used to make large diameter thin wall tube stake 103 to the seabed successively, and put into reinforcing cage, the pre-part concrete of irritating in pile making device, pull out pile making device while pouring in the vibration afterwards, after treating to extract pile making device fully, still continue grid placing of concrete at tube stake 103 places that form, promptly form casing 101 and tube stake 103 structures that connect as one, its stability of such structure and bearing capacity are all very high, after finishing the tube stakes 103 corresponding all on the casing 101 of construction with the stake hole number, the pile making device that is used to make large diameter thin wall tube stake 103 is squeezed in the seabed of bordering on the sea side or facing the land side at the casing 101 of construction, and put into reinforcing cage, the pre-part concrete of irritating in pile making device, pull out pile making device while pouring in the vibration afterwards, promptly form border on the sea side or face the tube stake 103 of land side of this construction casing 101, the side that borders on the sea is all arranged two rows with the tube stake 103 of facing the land side, and the staggered casing 101 of finishing construction respectively border on the sea side and face the tube stake 103 of all design radicals of land side after, pull up the steel pipe pile on the casing 101, then construction machinery is moved to the casing 101 of next construction, repeat above step, until finishing all tube stakes 103, in the side and face the land side and throw and fill out rubble and form suppressing layer 104 of bordering on the sea of caisson platform 100, promptly form pile formula caisson sea wall then.
Above-mentioned described specific embodiment only is that the preferable examples explanation is done in design of the present utility model.All any modifications of being made within spirit of the present utility model and principle or replenish or be equal to alternatively all should be included within the protection domain of the utility model claim.
Claims (6)
1. pile formula caisson sea wall, it is characterized in that: comprise the caisson platform (100) that is arranged on the weak soil base of coastal engineering seabed, at least two rows that the bottom of described caisson platform (100) is provided with as its carrying implant the bearing peg of the setting in seabeds, the side and face bearing peg that the land side is provided with the setting of implanting the seabed and the horizontal suppressing layer (104) that is positioned at its top of bordering on the sea of described caisson platform (100).
2. pile formula caisson sea wall according to claim 1, it is characterized in that: described caisson platform (100) is spliced for a plurality of steel concrete casings (101), the two sides of the length direction of described caisson platform (100) are the connection end face of steel concrete casing (101), an end that connects end face is the protrusion connecting portion that outwards protrudes, the other end is inside recessed recessed connecting portion, and described protrusion connecting portion inserts recessed connecting portion and connects.
3. pile formula caisson sea wall according to claim 2, it is characterized in that: the gusset (102) that is provided with crisscross vertical direction in the described casing (101), described gusset (102) is separated into a plurality of rectangles or square grid with casing (101), the grid bottom that described casing (101) borders on the sea side and faces side both sides, land has a hole, and the top of described bearing peg is connected in the hole.
4. according to each described pile formula caisson sea wall of claim 1 to 3, it is characterized in that: described bearing peg is large-diameter hollow thin-walled cast-in-situ concrete tube stake (103).
5. according to each described pile formula caisson sea wall of claim 1 to 3, it is characterized in that: the side and face the land side and all have downward wedge angle of bordering on the sea of described casing (101) bottom.
6. pile formula caisson sea wall according to claim 4 is characterized in that: the side and face the land side and all have downward wedge angle of bordering on the sea of described casing (101) bottom.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2010206661397U CN201962644U (en) | 2010-12-17 | 2010-12-17 | Pile-supported type caisson seawall |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2010206661397U CN201962644U (en) | 2010-12-17 | 2010-12-17 | Pile-supported type caisson seawall |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN201962644U true CN201962644U (en) | 2011-09-07 |
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN2010206661397U Expired - Fee Related CN201962644U (en) | 2010-12-17 | 2010-12-17 | Pile-supported type caisson seawall |
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| CN (1) | CN201962644U (en) |
Cited By (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102080364A (en) * | 2010-12-17 | 2011-06-01 | 浙江海桐高新工程技术有限公司 | Pile bearing caisson seawall and construction method thereof |
| CN103306300A (en) * | 2013-06-27 | 2013-09-18 | 陈振新 | Assembled caisson for marine construction |
| CN103741706A (en) * | 2014-01-02 | 2014-04-23 | 上海大学 | Deepwater open type combined foundation pier and construction method thereof |
| CN106400736A (en) * | 2016-09-18 | 2017-02-15 | 东南大学 | Box type wharf self-discharging platform |
| TWI583850B (en) * | 2014-12-02 | 2017-05-21 | ||
| GB2549530A (en) * | 2016-04-22 | 2017-10-25 | Renewable Hydrocarbons Ltd | Sea wall structures, sea walls and methods of manufacture and assembly of the same |
| CN113089573A (en) * | 2021-04-16 | 2021-07-09 | 浙江省海洋科学院(浙江省海洋技术服务中心) | Sea-surrounding dam construction method |
-
2010
- 2010-12-17 CN CN2010206661397U patent/CN201962644U/en not_active Expired - Fee Related
Cited By (10)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102080364A (en) * | 2010-12-17 | 2011-06-01 | 浙江海桐高新工程技术有限公司 | Pile bearing caisson seawall and construction method thereof |
| CN103306300A (en) * | 2013-06-27 | 2013-09-18 | 陈振新 | Assembled caisson for marine construction |
| CN103306300B (en) * | 2013-06-27 | 2015-07-01 | 陈振新 | Assembled caisson for marine construction |
| CN103741706A (en) * | 2014-01-02 | 2014-04-23 | 上海大学 | Deepwater open type combined foundation pier and construction method thereof |
| CN103741706B (en) * | 2014-01-02 | 2016-02-17 | 上海大学 | A kind of deep water open type combination foundation harbour and construction method thereof |
| TWI583850B (en) * | 2014-12-02 | 2017-05-21 | ||
| GB2549530A (en) * | 2016-04-22 | 2017-10-25 | Renewable Hydrocarbons Ltd | Sea wall structures, sea walls and methods of manufacture and assembly of the same |
| GB2549530B (en) * | 2016-04-22 | 2018-05-16 | Renewable Hydrocarbons Ltd | Sea wall structures, sea walls and methods of manufacture and assembly of the same |
| CN106400736A (en) * | 2016-09-18 | 2017-02-15 | 东南大学 | Box type wharf self-discharging platform |
| CN113089573A (en) * | 2021-04-16 | 2021-07-09 | 浙江省海洋科学院(浙江省海洋技术服务中心) | Sea-surrounding dam construction method |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| C17 | Cessation of patent right | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20110907 Termination date: 20121217 |