CN2600488Y - Frame-box-type high support platform and panel board structure of deep water large dolphin pierhead - Google Patents
Frame-box-type high support platform and panel board structure of deep water large dolphin pierhead Download PDFInfo
- Publication number
- CN2600488Y CN2600488Y CN 02289635 CN02289635U CN2600488Y CN 2600488 Y CN2600488 Y CN 2600488Y CN 02289635 CN02289635 CN 02289635 CN 02289635 U CN02289635 U CN 02289635U CN 2600488 Y CN2600488 Y CN 2600488Y
- Authority
- CN
- China
- Prior art keywords
- frame
- vertical
- box
- deep water
- dolphin
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Expired - Fee Related
Links
Images
Landscapes
- Revetment (AREA)
Abstract
The utility model discloses a frame-type high rise pile cap component for a large deep-water dolphin wharf, including a panel and a supporting frame; wherein, the supporting frame is connected by rectangular concrete boards which are vertically and horizontally arranged; the connecting points are reinforced by a straight corner; the connecting points on the edge of the frame connect to the vertical and horizontal extending standing boards; the rectangular screen is provided with the standing boards which are connected diagonally; the top of the frame is provided with the panel. The utility model has a greater connecting rigidity and requires less material. The device is also characterized in that the elements utilized can be prefabricated; the concreting labor on site is less; the construction is convenient; the construction period is short and the project cost is low.
Description
Technical field
The utility model relates to the box highrise pile cap structural member of frame in a kind of deep water large-scale dolphin pierhead.Belong to the building unit in harbour, seashore and the ocean engineering field.
Background technology
At present, the deep water large-scale dolphin pierhead in the engineering has two kinds of forms: a kind of is gravity structure, and another kind is the highrise pile cap structure.Gravity structure needs foundation preferably, and the highrise pile cap structure is applicable to soft foundation.For the highrise pile cap dolphin pierhead, in order to improve the globality of structure, the top suspended deck structure is generally solid concrete.For the deep water large-scale dolphin pierhead, require the planar dimension of harbour face bigger, so just require the structure dimension of top cushion cap big, if also adopt entity structure in this case, can increase the material usage of top cushion cap on the one hand, the deadweight of structure also increases on the other hand, and the bearing capacity of pile foundation of requirement is also big, and these all can make the harbour cost increase.In addition, highrise pile cap pier formula deep water large-scale dolphin pierhead offshore is far away, and cast-in-place generous amount concrete construction difficulty waterborne is big during construction, and the construction period is also long.
For the highrise pile cap dolphin pierhead of large scale, both had enough coupling stiffnesses to guarantee the globality of structure in order to make the top suspended deck structure, material usage is less again simultaneously, just needs to adopt novel top suspended deck structure form.
Summary of the invention
The purpose of this utility model is to provide the frame in a kind of deep water large-scale dolphin pierhead box highrise pile cap structural member, and this cushion cap had both had enough coupling stiffnesses, and material usage is less again simultaneously, and then has easy construction, the characteristics that construction costs is relatively low.
For achieving the above object, the utility model is realized by following technical proposals: the box highrise pile cap structural member of the frame in the deep water large-scale dolphin pierhead, be supported on the pile cover on stake top, it mainly is made up of panel and supporting frame case, it is characterized in that the supporting frame case is by the rectangular latticed connection of horizontal and vertical concrete vertical plate, it is reinforced that the connected node on it is that straight flange is smeared the angle, connect horizontal and vertical overhanging vertical plate on the connected node at frame case edge, panel is established in the frame box top.
Horizontal and vertical vertical plate in the above-mentioned supporting frame case, its vertical section along thickness direction is rectangular, and T-shape falls T-shape, and " L " type is inverted "L" shaped, anti-" L " type, " L " type of turning one's coat, thickness is 0.5m～6.0m.
Horizontal and vertical vertical plate in the above-mentioned supporting frame case, bar number respectively are 2 to 8, and the length of every block of plate is 4m～20m, highly are 2m～8m.
In the rectangular mesh that above-mentioned supporting frame case is made of horizontal and vertical vertical plate, establish the diagonal angle and connect vertical plate.
Superiority of the present utility model is: this structural member has bigger coupling stiffness, and material usage is less, and member can be prefabricated, and it is few that on-site concrete is built workload, easy construction, and the duration is short, and construction costs is relatively low.
Description of drawings
Below in conjunction with accompanying drawing the utility model is illustrated.
Fig. 1 is a upward view of the present utility model.
Fig. 2 is a lateral view of the present utility model.
Fig. 3 is the desk-top dock structure profile of high pile pier that utilizes the utility model to constitute.
1 is transverse plate among the figure, and 2 is vertical plate, and 3 is the diagonal angle junction plate, and 4 is connected node, and 5 is cantilever plate, and 6 is panel.
The specific embodiment
An embodiment is as follows for the utility model: the box highrise pile cap structural member of the frame of deep water large-scale dolphin pierhead illustrated in figures 1 and 2, by transverse plate, vertical plate, the diagonal angle junction plate, connected node, cantilever plate and panel are formed, vertically plate and transverse plate respectively are 3, vertically plate, transverse plate and diagonal angle junction plate are the square-section, and except that the transverse slats in centre position, other lath is all overhanging at edge connected node place.Two-phase is faced the horizontal thickness of slab 1.6m between connected node, long 7.5m, high 3.0m, vertically thickness of slab 1.8m, long 6.0m, high 3.0m, the laterally long 2.5m of cantilever plate, the vertically long 3.0m of cantilever plate, the diagonal angle connects thickness of slab 1.5m, and the panel yardstick is horizontal wide 20m, vertically long 18m, thick 0.5m.This structural member can be used as the top cushion cap of the desk-top harbour of the high pile pier of 5 ton to 10 tons, for the harbour of large-tonnage level more, can be by increasing the quantity of vertical lath and transverse slats, or the yardstick that increases vertical plate, transverse plate and panel makes up.
Figure 3 shows that the structure section of the desk-top harbour of the box highrise pile cap structural member construction high pile pier of deep water large-scale of the frame that utilizes Fig. 1 and Fig. 2 to show, it is made of stake, pile cover, the utility model structural member and other ancillary facility.This pier formula harbour is built in the work progress, at first prefabricated stake is squeezed in the foundation soil, then at stake top cast-in-situ concrete pile cover; If the yardstick and the weight of the utility model structural member are less, then can be prefabricated on land, lifting places on the pile cover around the back, is connected processing with pile cover do cast-in-situ concrete; If the yardstick and the weight of the utility model structural member are bigger, then can vertical plate, transverse plate, diagonal angle junction plate, cantilever plate and the panel of the utility model structural member is prefabricated respectively, then it is connected into integral body in the erecting bed by cast-in-situ concrete each other and with pile cover.A plurality of isolated high pile pier platforms connect into harbour by trestle.Adopt the utility model structural member, most of member can be prefabricated on land, and the on-site concrete amount of building is few, thereby easy construction, and difficulty is little, and the duration is short.
Utilize the utility model structural member also can build similar traditional passing through a plurality of horizontal frames are connected beam and slab type long piled wharf in blocks.At the isolated high pile pier interstation of arranging along the frontage direction that utilizes the utility model structural member to build, connect with the beam and slab structure of large span, constitute continuous harbour face.Because the good integrity of pier, rigidity is big, and anti-horizontal loading ability is strong, and the performance of the more traditional horizontal frame long piled wharf of the harbour of Jian Zaoing will be got well like this, and cost is low.
Claims (4)
1. the box highrise pile cap structural member of the frame of a deep water large-scale dolphin pierhead, be supported on the pile cover on stake top, it mainly is made up of panel and supporting frame case, it is characterized in that, the supporting frame case is by the rectangular latticed connection of horizontal and vertical concrete vertical plate, it is reinforced that connected node on it is that straight flange is smeared the angle, connects horizontal and vertical overhanging vertical plate on the connected node at frame case edge, and panel is established in the frame box top.
2. according to the box highrise pile cap structural member of the frame of the described a kind of deep water large-scale dolphin pierhead of claim 1, it is characterized in that the horizontal and vertical vertical plate in the above-mentioned supporting frame case, its vertical section along thickness direction is rectangular, T-shape falls T-shape, " L " type, inverted "L" shaped, anti-" L " type, " L " type of turning one's coat, thickness is 0.5m～6.0m.
3. according to the box highrise pile cap structural member of the frame of claim 1 or 2 described a kind of deep water large-scale dolphin pierheads, it is characterized in that the horizontal and vertical vertical plate in the above-mentioned supporting frame case, the bar number respectively is 2 to 8, and the length of every block of plate is 4m～20m, highly is 2m～8m.
4. according to the box highrise pile cap structural member of the frame of the described a kind of deep water large-scale dolphin pierhead of claim 1, it is characterized in that in the rectangular mesh that above-mentioned supporting frame case is made of horizontal and vertical vertical plate, establish the diagonal angle and connect vertical plate.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 02289635 CN2600488Y (en) | 2002-12-02 | 2002-12-02 | Frame-box-type high support platform and panel board structure of deep water large dolphin pierhead |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 02289635 CN2600488Y (en) | 2002-12-02 | 2002-12-02 | Frame-box-type high support platform and panel board structure of deep water large dolphin pierhead |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN2600488Y true CN2600488Y (en) | 2004-01-21 |
Family
ID=34151299
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN 02289635 Expired - Fee Related CN2600488Y (en) | 2002-12-02 | 2002-12-02 | Frame-box-type high support platform and panel board structure of deep water large dolphin pierhead |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN2600488Y (en) |
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN100410448C (en) * | 2006-05-17 | 2008-08-13 | 大连理工大学土木建筑设计研究院有限公司 | Integrated casing board type long piled wharf |
| CN101356320B (en) * | 2006-08-24 | 2010-06-23 | 朴理东 | Triangular pyramid type ferroconcrete block for preventing the coastal erosion |
| CN102251535A (en) * | 2010-08-11 | 2011-11-23 | 柳忠林 | Construction method for long-span concrete pile-beamslab structure |
| CN107012828A (en) * | 2017-05-16 | 2017-08-04 | 中交上海三航科学研究院有限公司 | Full assembled dock structure and its installation method |
-
2002
- 2002-12-02 CN CN 02289635 patent/CN2600488Y/en not_active Expired - Fee Related
Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN100410448C (en) * | 2006-05-17 | 2008-08-13 | 大连理工大学土木建筑设计研究院有限公司 | Integrated casing board type long piled wharf |
| CN101356320B (en) * | 2006-08-24 | 2010-06-23 | 朴理东 | Triangular pyramid type ferroconcrete block for preventing the coastal erosion |
| CN102251535A (en) * | 2010-08-11 | 2011-11-23 | 柳忠林 | Construction method for long-span concrete pile-beamslab structure |
| CN107012828A (en) * | 2017-05-16 | 2017-08-04 | 中交上海三航科学研究院有限公司 | Full assembled dock structure and its installation method |
| CN107012828B (en) * | 2017-05-16 | 2019-06-07 | 中交上海三航科学研究院有限公司 | Full assembled dock structure and its installation method |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN104895229A (en) | Prefabricated steel joint concrete slab-column structure and hoisting method thereof | |
| CN205152883U (en) | Assembly frame -type pier structure | |
| CN2600488Y (en) | Frame-box-type high support platform and panel board structure of deep water large dolphin pierhead | |
| CN2632135Y (en) | Pile unitary columnar pier structure | |
| CN113737936A (en) | Connecting structure and construction method of prefabricated combined duplex balcony | |
| CN210395119U (en) | Face novel bridge beam supports frame that combines forever | |
| CN204876252U (en) | Prefabricated assembled steel node concrete slab post structure | |
| CN212077786U (en) | Wharf component and wharf structure thereof | |
| CN212716016U (en) | Novel shock attenuation add layer structure | |
| CN211572183U (en) | Mid-span supporting device for floor support plate | |
| CN211735477U (en) | A tower crane foundation structure for bridge tower construction | |
| CN211006300U (en) | Large-span approach bridge structure of high-intensity seismic area | |
| CN103015447A (en) | Piled raft foundation structure provided with column pier type pile cap structures | |
| CN113718816A (en) | Cooperative terrace structure and construction method thereof | |
| CN110616851A (en) | Floor system device with beam and provided with flat support column cap and construction method of floor system device | |
| CN202265831U (en) | Deep-water bridge elevated pile cap grouped pile foundation connecting structure | |
| CN217631588U (en) | Large-span slope top formula steel construction storage warehouse | |
| CN210439734U (en) | Waterproof reinforcement unpacking box | |
| CN215562480U (en) | A platform structure for construction of coastal precast tubular pile | |
| CN216007030U (en) | Steel column base concrete wrapping structure and steel frame | |
| CN216006901U (en) | Assembled lock chamber structure of ship lock | |
| CN215925964U (en) | A earth anchor for deck | |
| CN216475150U (en) | Terrace structure of cooperative work | |
| CN210946890U (en) | Floor system comprising box-shaped beams | |
| CN219327097U (en) | Gravity caisson photovoltaic unit supporting structure |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| C19 | Lapse of patent right due to non-payment of the annual fee | ||
| CF01 | Termination of patent right due to non-payment of annual fee |