CN202766966U - Connection structure of concrete floating piers - Google Patents
Connection structure of concrete floating piers Download PDFInfo
- Publication number
- CN202766966U CN202766966U CN 201220406734 CN201220406734U CN202766966U CN 202766966 U CN202766966 U CN 202766966U CN 201220406734 CN201220406734 CN 201220406734 CN 201220406734 U CN201220406734 U CN 201220406734U CN 202766966 U CN202766966 U CN 202766966U
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- Prior art keywords
- concrete
- landing stage
- syndeton
- floating
- steel plate
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- Expired - Fee Related
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- 229910000831 Steel Inorganic materials 0.000 claims description 41
- 239000010959 steel Substances 0.000 claims description 41
- 238000005246 galvanizing Methods 0.000 claims description 3
- 230000000694 effects Effects 0.000 description 3
- 230000007797 corrosion Effects 0.000 description 2
- 238000005260 corrosion Methods 0.000 description 2
- 230000009286 beneficial effect Effects 0.000 description 1
- 230000015572 biosynthetic process Effects 0.000 description 1
- 238000010276 construction Methods 0.000 description 1
- 230000002950 deficient Effects 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 230000005484 gravity Effects 0.000 description 1
- 238000009434 installation Methods 0.000 description 1
- 239000004576 sand Substances 0.000 description 1
- 239000013535 sea water Substances 0.000 description 1
- 238000005728 strengthening Methods 0.000 description 1
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- Bridges Or Land Bridges (AREA)
Abstract
The utility model relates to a connection structure of concrete floating piers. The connection structure of the concrete floating piers comprises a plurality of floating box bodies (10). The floating box bodies (10) comprise concrete shell walls (20) and rubber (30) which is pre-buried in the concrete shell walls (20), longitudinal locking parts (40) which are arranged in wall plates of the concrete shell walls (20) penetrate through the floating box bodies (10), and adjacent floating piers (100) are connected to form a whole through the floating box bodies (10). The longitudinal locking parts which are arranged in wall plates of the concrete shell walls penetrate through the floating box bodies, so that a floating box body structure is simplified, the floating piers are wholly beautiful and easy to install, the rubber is arranged in the concrete shell walls, the connection structure of the concrete floating piers is convenient to machine, the adjacent floating piers can relatively move left and right to fit the actual accurate position, and the connection structure is convenient to install and dismantle and better plays a role of protecting of floating bridges. Simultaneously, compared with other connection modes, the connection structure of the concrete floating piers can absorb more different wave energy, so that the floating piers can be more safe and stable.
Description
Technical field
The utility model relates to the harbour field, more particularly, relates to the syndeton of a kind of concrete landing stage.
Background technology
Yacht has just slowly been come into Chinese life, and the yacht wharf of coastal area is just in a barrage of construction, and in the near future, yacht will no longer be luxury goods in China, and increasing average family also can be enjoyed the enjoyment that the yacht life brings.
At present domestic yacht wharf structure is relatively heavier, very inconvenience of lifting and installation, and speed is slow, and efficient is not high, produces and all very inconvenience of transportation.And existing yacht wharf mainly with channel-section steel as main force structure, channel-section steel gets rusty easily, and not quick detachable, and difficulty is installed, simultaneously, the energy that absorbs wave is relatively poor, thereby so that the landing stage built on the sand.
The utility model content
The technical problems to be solved in the utility model is, and is poor for yacht Stability of Gravity Wharf in the prior art, be difficult for installing and dismounting and the relatively poor defective of energy-absorbing, and the syndeton of a kind of concrete landing stage is provided.
The technical scheme that its technical problem that solves the utility model adopts is: the syndeton of constructing a kind of concrete landing stage, comprise a plurality of floating box, described floating box comprises the concrete shell wall and is embedded in the interior steel plate of described concrete shell wall, between adjacent steel plate, rubber is installed, be provided with the vertically tight latch fitting through described floating box in described concrete shell wall and the described rubber, latch fitting connects in aggregates with being connected tightly by the rubber in the syndeton between the described adjacent landing stage.
In the syndeton of a kind of concrete described in the utility model landing stage, described floating box inboard also is provided with the fitting operation groove, and this fitting operation groove is communicated in described adjacent landing stage.
In the syndeton of a kind of concrete described in the utility model landing stage, in described fitting operation groove, be provided with steel plate, this steel plate vertically being arranged in the described fitting operation groove separately, and the two ends of described steel plate are embedded on the described concrete shell wall in advance.
In the syndeton of a kind of concrete described in the utility model landing stage, described rubber is fixed in the described concrete shell wall by described vertically tight latch fitting.
In the syndeton of a kind of concrete described in the utility model landing stage, be equipped with through hole on the steel plate of the described concrete shell wall that rubber is installed.
In the syndeton of a kind of concrete described in the utility model landing stage, described vertically tight latch fitting is longitudinal bolt, this longitudinal bolt passes described through hole, and pass successively pad, nut, cooperate described longitudinal bolt with described nut, and the rubber in the described concrete shell wall is fixed on the described floating box.
In the syndeton of a kind of concrete described in the utility model landing stage, the wallboard on the described concrete shell wall is steel plate.
In the syndeton of a kind of concrete described in the utility model landing stage, described steel plate is hot-dip galvanizing sheet steel.
Implement the syndeton of a kind of concrete of the present utility model landing stage, have following beneficial effect: the utility model is provided with vertically tight these parts of latch fitting through floating box by adopting at the concrete shell wall, greatly simplified the floating box structure, so that landing stage integral body is more attractive in appearance, and more convenient to install and replacing.And not at the floating box open interior, but pre-buried steel plate is established the hole within it, according to field condition processing rubber connecting hole, to be fit to its actual accurate location, more is convenient to install and closely arrange, thus play better the effect of protection pontoon bridge; Simultaneously, absorb more various waves energy and so that the landing stage is more firm.
Description of drawings
The utility model is described in further detail below in conjunction with drawings and Examples, in the accompanying drawing:
Fig. 1 is the top view of the syndeton of the utility model concrete landing stage;
Fig. 2 is the A section enlarged drawing of Fig. 1;
Fig. 3 is the elevation of the syndeton of the utility model concrete landing stage;
Fig. 4 is the B section enlarged drawing of Fig. 3.
The specific embodiment
In order to make the purpose of this utility model, technical scheme and advantage clearer, below in conjunction with drawings and Examples, the utility model is further elaborated.Should be appreciated that specific embodiment described herein only in order to explaining the utility model, and be not used in restriction the utility model.
As shown in Figures 1 to 4, in the syndeton of a kind of concrete of the present utility model landing stage, the syndeton of concrete landing stage comprises a plurality of floating box 10, described floating box 10 comprises concrete shell wall 20 and the steel plate 12 that is embedded in the described concrete shell wall 20, between described adjacent steel plate 12, rubber 30 is installed, be provided with the vertically tight latch fitting 40 through described floating box 10 in described concrete shell wall 20 and the described rubber 30, between the described adjacent landing stage 100 by the rubber 30 in the syndeton be connected that tightly latch fitting 40 connections are in aggregates.
Further, described floating box 10 inboards also are provided with fitting operation groove 11, and this fitting operation groove 11 is communicated in described adjacent landing stage 100.
Further, in described fitting operation groove 11, be provided with steel plate 12, this steel plate 12 vertically being arranged in the described fitting operation groove 11 separately, and the two ends of described steel plate 12 are embedded on the described concrete shell wall 20 in advance.
Further, between the adjacent described steel plate 12 rubber 30 is installed, described rubber 30 is fixed in the described concrete shell wall 20 by described vertically tight latch fitting 40.
Further; be equipped with through hole 21 on the steel plate 12 of the described concrete shell wall 20 that rubber 30 is installed; as shown in Figure 2; top of the left end of top the landing stage 100 adjacent with it of 100 right-hand member passes through floating box 10 of the common formation of syndeton in the landing stage; described syndeton is included in the floating box 10 inner concrete shell walls that arrange 20 and the rubber 30 that is installed in the described concrete shell wall 20; described rubber 30 is vertically and is arranged side by side; and the lateral surface of described rubber 30 is close to steel plate 12; described steel plate 12 plays protects rubber to be difficult for the effect that is worn and corrodes; described steel plate 12 is located between the concrete shell wall simultaneously; the bonding strength that is used for strengthening described floating box 10 makes buoyancy tank by separately; so that more firm by the landing stage 100 of described floating box 10 connections; simultaneously; under the collision that various different waves are arranged; landing stage 100 with aforementioned structure has the toughness of resisting different Wave energies, thereby better protects described landing stage 100.
Particularly, as shown in Figure 1 and Figure 2, left end and the right-hand member of the rubber 30 that the floating box 10 of 100 the fitting operation groove 11 interior settings in the landing stage is included are respectively equipped with a through hole 21, and described through hole 21 is used for passing vertically tight latch fitting 40, and this vertically tight latch fitting 40 is used for being used in conjunction with nut.
Further, described vertically tight latch fitting 40 is longitudinal bolt, this longitudinal bolt passes described through hole 21, and pass successively pad 50, nut 60, cooperate described longitudinal bolt with described nut 60, and the rubber 30 in the described concrete shell wall 20 are fixed on the described floating box 10, as shown in Figure 3, Figure 4, particularly, longitudinal bolt is passed described through hole 21, this through hole 21 is placed in pad 50 on the longitudinal bolt through described steel plate 12, rubber 30 again, then nut 60 is set on the longitudinal bolt.
Particularly, in described fitting operation groove 11, be provided with container cavity 111, this container cavity 111 is used for increasing the volume of floating box 10, form dilatation, and can be at described fitting operation groove 11 interior increase steel plate 12 and rubber 30, correspondingly lengthen simultaneously vertically tight latch fitting 40, namely correspondingly lengthen longitudinal bolt, container cavity 111 can be looked the width of landing stage 100 and do correspondingly increase, the benefit that described container cavity 111 brings is when very large wave is arranged, and can increase steel plate 12 and rubber 30 in container cavity 111, lengthens simultaneously longitudinal bolt, can protect better landing stage or pontoon bridge, make it more firm; When wave is little, can shorten the length of longitudinal bolt, thereby make its structure simpler in the quantity of container cavity 111 interior minimizing rubber 30, easy disassembling is convenient to combination.Floating box 10 with container cavity 111 these structures is installed simply, and dismounting easily is convenient to combination, can better protect landing stage or pontoon bridge.
Further, the wallboard on the described concrete shell wall 20 is steel plate 12, and wallboard herein is integrated with the steel plate 12 that encases rubber, is convenient to produce and processing.
Further, described steel plate 12 is hot-dip galvanizing sheet steel, adopts the corrosion of steel of zinc-plated energy effectively preventing, increases the service life, and is unlikely to like this to work long hours with the alkaline environment of seawater, causes steel plate corrosion.
Can find out that by above embodiment the utility model is provided with vertically tight these parts of latch fitting through floating box by adopting at the concrete shell wall, greatly simplify the floating box structure, so that landing stage integral body is more attractive in appearance, and more convenient to install and replacing.And not at the floating box open interior, but pre-buried steel plate is established the hole within it, according to field condition processing rubber connecting hole, to be fit to its actual accurate location, more is convenient to install and closely arrange, thus play better the effect of protection pontoon bridge; Simultaneously, absorb more various waves energy and so that the landing stage is more firm.
Although by above embodiment the utility model is disclosed; but protection domain of the present utility model is not limited to this; do not departing under the condition of the utility model design, the distortion that above each member is done, replacement etc. all will fall in the claim scope of the present utility model.
Claims (8)
1. the syndeton of a concrete landing stage, it is characterized in that, comprise a plurality of floating box (10), described floating box (10) comprises concrete shell wall (20) and is embedded in the interior steel plate (12) of described concrete shell wall (20), rubber (30) is installed between adjacent steel plate (12), be provided with the vertically tight latch fitting (40) through described floating box (10) in described concrete shell wall (20) and the described rubber (30), between the described adjacent landing stage (100) by the rubber (30) in the syndeton be connected that tightly latch fitting (40) connection is in aggregates.
2. the syndeton of concrete according to claim 1 landing stage is characterized in that, described floating box (10) inboard also is provided with fitting operation groove (11), and this fitting operation groove (11) is communicated in described adjacent landing stage (100).
3. the syndeton of concrete according to claim 2 landing stage, it is characterized in that, in described fitting operation groove (11), be provided with steel plate (12), this steel plate (12) vertically being arranged in the described fitting operation groove (11) separately, and the two ends of described steel plate (12) are embedded on the described concrete shell wall (20) in advance.
4. the syndeton of concrete according to claim 3 landing stage is characterized in that, described rubber (30) is fixed in the described concrete shell wall (20) by described vertically tight latch fitting (40).
5. the syndeton of concrete according to claim 4 landing stage is characterized in that, is equipped with through hole (21) on the steel plate (12) of the described concrete shell wall (20) that rubber (30) is installed.
6. the syndeton of concrete according to claim 5 landing stage, it is characterized in that, described vertically tight latch fitting (40) is longitudinal bolt, this longitudinal bolt passes described through hole (21), and pass successively pad (50), nut (60), cooperate described longitudinal bolt with described nut (60), and the rubber (30) in the described concrete shell wall (20) is fixed on the described floating box (10).
7. the syndeton of concrete according to claim 1 landing stage is characterized in that, the wallboard on the described concrete shell wall (20) is steel plate (12).
8. the syndeton of each described concrete landing stage in 7 according to claim 1 is characterized in that, described steel plate (12) is hot-dip galvanizing sheet steel.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 201220406734 CN202766966U (en) | 2012-08-16 | 2012-08-16 | Connection structure of concrete floating piers |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 201220406734 CN202766966U (en) | 2012-08-16 | 2012-08-16 | Connection structure of concrete floating piers |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN202766966U true CN202766966U (en) | 2013-03-06 |
Family
ID=47773549
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN 201220406734 Expired - Fee Related CN202766966U (en) | 2012-08-16 | 2012-08-16 | Connection structure of concrete floating piers |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN202766966U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103590364A (en) * | 2012-08-16 | 2014-02-19 | 吴镜华 | Connecting structure of concrete floating docks |
-
2012
- 2012-08-16 CN CN 201220406734 patent/CN202766966U/en not_active Expired - Fee Related
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103590364A (en) * | 2012-08-16 | 2014-02-19 | 吴镜华 | Connecting structure of concrete floating docks |
| CN103590364B (en) * | 2012-08-16 | 2015-07-29 | 吴镜华 | A kind of syndeton of concrete floating piers |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| ASS | Succession or assignment of patent right |
Owner name: SHENZHEN LIVART MARINE INDUSTRY CO., LTD. Free format text: FORMER OWNER: WU JINGHUA Effective date: 20130219 |
|
| C41 | Transfer of patent application or patent right or utility model | ||
| TR01 | Transfer of patent right |
Effective date of registration: 20130219 Address after: 518000 Futian District Shenzhen deep South Road and Guangzhou Shenzhen Expressway intersection, southeast side of Daqing building 26D, 26E, Guangdong Patentee after: Shenzhen Livart Marine Industry Co., Ltd. Address before: 518000 Guangdong city of Shenzhen province Luohu District Wenjin Road North Yuanxing Garden Block A 31C Patentee before: Wu Jinghua |
|
| C17 | Cessation of patent right | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20130306 Termination date: 20130816 |