CN201933459U - Gravity wharf structure with anti-slide plate - Google Patents
Gravity wharf structure with anti-slide plate Download PDFInfo
- Publication number
- CN201933459U CN201933459U CN2010206803010U CN201020680301U CN201933459U CN 201933459 U CN201933459 U CN 201933459U CN 2010206803010 U CN2010206803010 U CN 2010206803010U CN 201020680301 U CN201020680301 U CN 201020680301U CN 201933459 U CN201933459 U CN 201933459U
- Authority
- CN
- China
- Prior art keywords
- wall body
- skid resistant
- resistant plates
- bedding
- slide plate
- 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
Abstract
The utility model relates to a gravity wharf structure with an anti-slide plate, which comprises a wall body block, a parapet, the anti-slide plate, a subgrade bed, a foundation and fillers, wherein the wall body block can adopt a caisson and can also adopt a buttresses or solid square block, and the anti-slide plate is arranged below the wall body block and is connected with the wall body block through steel reinforcements to form a whole; the anti-slide plate can adopt a cast reinforced concrete structure, and is buried in the subgrade bed or in the subgrade bed and the foundation, and the anti-slide plate can also adopt a precast reinforced concrete structure, and is buried in the subgrade bed or in the subgrade bed and the foundation. The anti-slide plate is arranged below the wharf wall body to play the anti-slide role of the anti-slide plate, so that the anti-slide stability of a wharf is improved, the displacement of the wharf is reduced, and the use effect of the wharf is improved.
Description
Affiliated technical field
The utility model relates to a kind of Gravity harf structure.
Background technology
Gravity harf structure engineering on the water is used widely.Gravity harf structure by wall body, bedding, wall after filler form.The wall body is made up of breastwork and wall body block, and wall body block has different block form such as caisson, hollow square, counterfort, closed square, L shaped retaining wall.Hollow square in the port works, form of structure is the same with caisset with shape, and only hollow square yardstick and volume ratio caisson are little, and under many circumstances, " hollow square " is called as " little caisson ".
Gravity harf structure, mainly bear horizontal force action, dangerous slide plane in the design is the slide plane between structure bottom surface and the bedding often, the dangerous slide plane of situation about having is the slide plane between bedding bottom surface and the ground, in many cases, stability of structure is to be slided or compound Sliding Control by circular arc, and the structural stability that the other situation is also arranged is by stability against overturning or bearing capacity of foundation soil control.Therefore, the constitutionally stable often governing factor of stability against sliding, the also material impact key element of harbour operating period displacement size has often also determined the size and the economy of engineering structures often.
Common harbour bedding is positioned under water, and harbour wall body adopts prefabricated block to be installed on the bedding, under harbour wall body skid resistant plates is set and has certain constructional difficulties, and engineering is used and is restricted.
At present, employing is filled the cofferdam and is formed land, or directly utilize favourable orographic condition, under the anhydrous situation in land, build dock structure, " dry application worker " the worker's method that forms port and pier that discharges water after dock structure is completed is applied, and harbour excavating foundation trench, bedding construction are not all having site operation under the situation of water, and harbour wall body can poured-in-place, the backfill of harbour rear also by land backfill finish, construction has a significant convenience.
Adopting above-mentioned " dry application worker " worker's method that skid resistant plates is set under harbour wall body just realizes easily, after promptly excavating foundation trench, piece ground mass bed is set, and skid resistant plates is cast in the bedding, perhaps adopt precast plate to be embedded in the bedding, build formation integral body with cast-in-place wall body block then and just realized under harbour wall body, skid resistant plates being set.Under harbour wall body skid resistant plates is set, the harbour construction is basic identical with the construction technology of conventional gravity type quay, can realize.
In the stability of harbour is by along under the situation of the Sliding Control between wall body bottom surface and the bedding end face, perhaps be provided with under the situation such as skid resistant plates in that the relatively thin and foundation condition of harbour bedding is suitable, under harbour wall body, skid resistant plates is set, can bring into play good antiskid effect, improve the stability against sliding of harbour, reduce the displacement of harbour, improve the result of use of harbour, have positive meaning.
For this reason, we are at water project, and the construction feasibility that " dry application worker " worker's method of utilization is brought proposes a kind of Gravity harf structure that has skid resistant plates.
Summary of the invention
In order to overcome the shortcoming that gravity type quay slides along bedding end face or bottom surface easily, improve the stability against sliding of gravity type quay, the utility model provides a kind of Gravity harf structure that has skid resistant plates, utilize skid resistant plates opposing harbour horizontal force, improve the stability against sliding of harbour, reduce the harbour horizontal movement.
In order to achieve the above object, the technical solution used in the present invention is that the dock structure that has skid resistant plates is made up of wall body block, breastwork, skid resistant plates, bedding, ground, filler, and wall body block can adopt caisson, also can adopt counterfort or closed square.Skid resistant plates be arranged on wall body block below, be connected to form integral body with wall body block by reinforcing bar.Skid resistant plates can adopt builds reinforced concrete structure, is embedded in the bedding or is embedded in bedding and the ground.Skid resistant plates also can adopt prefabricated reinforced concrete structure, is embedded in the bedding or is embedded in bedding and the ground.
The beneficial effects of the utility model are provided with skid resistant plates under harbour wall body, can bring into play the antiskid effect of skid resistant plates, improve the stability against sliding of harbour, reduce the displacement of harbour, improve the result of use of harbour, have positive meaning.
Description of drawings
Below in conjunction with accompanying drawing the utility model is further specified.
Fig. 1: the dock structure profile (caisson wall body, skid resistant plates are in bedding) of band skid resistant plates;
Fig. 2: the dock structure profile (caisson wall body, skid resistant plates are in bedding and ground) of band skid resistant plates;
Fig. 3: caisson plan view;
Fig. 4: the dock structure profile (counterfort wall body) of band skid resistant plates;
Fig. 5: counterfort plan view;
Fig. 6: the dock structure profile (closed square wall body) of band skid resistant plates;
Fig. 7: closed square plan view;
Fig. 8: skid resistant plates plan view (plank frame scheme);
Fig. 9: skid resistant plates plan view (T shape structural concept).
Among the figure: 1. be with the dock structure of skid resistant plates, 2. wall body block, 3. breastwork, 4. skid resistant plates, 5. bedding, 6. ground, 7. filler, 8. caisson, 9. base plate, 10. partition wall, 11. separations, 12. excavation lines, 13. harbour end face line, 14. waterlines, 15. counterforts, 16. counterfort base plates, 17. floors, 18. risers.
The specific embodiment
Fig. 1 represents the dock structure profile (caisson wall body, skid resistant plates are in bedding) with skid resistant plates.The dock structure (1) of band skid resistant plates is made up of wall body block (2), breastwork (3), skid resistant plates (4), bedding (5), ground (6), filler (7), and wall body block (2) adopts caisson (8) structure.Caisson (8) is made up of base plate (9) and partition wall (10), forms separation (11) between the partition wall (10) of caisson (8), the interior backfill filler of separation (11) (7).Skid resistant plates (4) be arranged on wall body block (2) below, be connected to form integral body with wall body block (2) by reinforcing bar.Skid resistant plates (4) can adopt builds reinforced concrete structure, is embedded in the bedding (5).Skid resistant plates (4) also can adopt prefabricated reinforced concrete structure, is embedded in the bedding (5).Bedding (5) is seated on the ground (6), and bedding (5) adopts backfill piece stone structure.Breastwork (3) and caisson (8) adopt reinforced concrete structure.Filler (7) can adopt fillers such as piece stone, sand.Excavation line (12), harbour end face line (13), waterline (14) are seen shown in the figure.
Fig. 2 represents the dock structure profile (caisson wall body, skid resistant plates are in bedding and ground) with skid resistant plates.Skid resistant plates (4) can adopt builds reinforced concrete structure, is embedded in bedding (5) and the ground (6), and skid resistant plates (4) also can adopt prefabricated reinforced concrete structure, is embedded in bedding (5) and the ground (6).Other explanations no longer repeat with figure one.
Fig. 3 represents the caisson plan view.Caisson (8) is made up of base plate (9) and partition wall (10), forms separation (11) between the partition wall (10) of caisson (8).Caisson (8) adopts reinforced concrete structure.
Fig. 4 represents the dock structure profile (counterfort wall body) with skid resistant plates.The dock structure (1) of band skid resistant plates is made up of wall body block (2), breastwork (3), skid resistant plates (4), bedding (5), ground (6), filler (7), and wall body block (2) adopts counterfort (15) structure.Counterfort (15) is made up of counterfort base plate (16), floor (17) and riser (18), and counterfort (15) adopts reinforced concrete structure, the back backfill filler (7) of counterfort (15).Other illustrate same Fig. 1, no longer repeat.Skid resistant plates (4) also can be embedded in bedding (5) and the ground (6), referring to Fig. 2.
Fig. 5 represents the counterfort plan view.Counterfort (15) is made up of counterfort base plate (16), floor (17) and riser (18), and counterfort (15) adopts reinforced concrete structure.
Fig. 6 represents the dock structure profile (closed square wall body) with skid resistant plates.The dock structure (1) of band skid resistant plates is made up of wall body block (2), breastwork (3), skid resistant plates (4), bedding (5), ground (6), filler (7), and wall body block (2) adopts closed square (19) structure.Closed square (19) adopts reinforced concrete structure, the back backfill filler (7) of closed square (19).Other illustrate same Fig. 1, no longer repeat.Skid resistant plates (4) also can be embedded in bedding (5) and the ground (6), referring to Fig. 2.
Fig. 7 represents the closed square plan view.Closed square (19) adopts reinforced concrete structure.
Fig. 8 represents skid resistant plates plan view (plank frame scheme).Skid resistant plates (4) adopts reinforced concrete structure, and section adopts the plank frame scheme, can be cast-in-place on the spot, also can prefabricatedly install.Skid resistant plates (4) is embedded in the bedding (5), also can be embedded in bedding (5) and the ground (6).Skid resistant plates (4) can be carried out segmentation according to project situation.
Fig. 9 represents skid resistant plates plan view (T shape structural concept).Skid resistant plates (4) adopts reinforced concrete structure, and section adopts T shape structural concept, can be cast-in-place on the spot, also can prefabricatedly install.Skid resistant plates (4) is embedded in the bedding (5), also can be embedded in bedding (5) and the ground (6).Skid resistant plates (4) can be carried out segmentation according to project situation, in the structural sections, the floor of a plurality of T shapes can be arranged, and the situation of the floor of 2 T shapes is arranged in structural sections of expression among the figure.
Claims (1)
1. a dock structure that has skid resistant plates is made up of wall body block, breastwork, skid resistant plates, bedding, ground, filler, and it is characterized in that: wall body block can adopt caisson, also can adopt counterfort or closed square; Skid resistant plates be arranged on wall body block below, be connected to form integral body with wall body block by reinforcing bar; Skid resistant plates can adopt builds reinforced concrete structure and is embedded in the bedding or is embedded in bedding and the ground, and skid resistant plates also can adopt prefabricated reinforced concrete structure to be embedded in the bedding or be embedded in bedding and the ground.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2010206803010U CN201933459U (en) | 2010-12-17 | 2010-12-17 | Gravity wharf structure with anti-slide plate |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2010206803010U CN201933459U (en) | 2010-12-17 | 2010-12-17 | Gravity wharf structure with anti-slide plate |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN201933459U true CN201933459U (en) | 2011-08-17 |
Family
ID=44444986
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN2010206803010U Expired - Fee Related CN201933459U (en) | 2010-12-17 | 2010-12-17 | Gravity wharf structure with anti-slide plate |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN201933459U (en) |
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104452803A (en) * | 2014-12-03 | 2015-03-25 | 中国海洋石油总公司 | Artificial seabed foundation applicable to gravity type platform |
| CN105696613A (en) * | 2016-04-14 | 2016-06-22 | 中交第四航务工程勘察设计院有限公司 | Caisson structure with wedge-shaped bottom wall and wharf structure of caisson structure |
| CN106192880A (en) * | 2016-07-26 | 2016-12-07 | 东南大学 | The box harbour of L-type and method of construction thereof |
| CN107326859A (en) * | 2017-07-18 | 2017-11-07 | 中交第三航务工程勘察设计院有限公司 | Arch form counterfort vertivcal quay structure |
-
2010
- 2010-12-17 CN CN2010206803010U patent/CN201933459U/en not_active Expired - Fee Related
Cited By (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104452803A (en) * | 2014-12-03 | 2015-03-25 | 中国海洋石油总公司 | Artificial seabed foundation applicable to gravity type platform |
| CN104452803B (en) * | 2014-12-03 | 2016-04-20 | 中国海洋石油总公司 | Be applicable to the seabed artificial foundation of gravity platform |
| CN105696613A (en) * | 2016-04-14 | 2016-06-22 | 中交第四航务工程勘察设计院有限公司 | Caisson structure with wedge-shaped bottom wall and wharf structure of caisson structure |
| CN106192880A (en) * | 2016-07-26 | 2016-12-07 | 东南大学 | The box harbour of L-type and method of construction thereof |
| CN106192880B (en) * | 2016-07-26 | 2018-07-20 | 东南大学 | The box harbour of L-type and its method of construction |
| CN107326859A (en) * | 2017-07-18 | 2017-11-07 | 中交第三航务工程勘察设计院有限公司 | Arch form counterfort vertivcal quay structure |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN103510531B (en) | A kind of split type open caisson staking Compound Anchorage basis and construction method thereof | |
| CN103967031B (en) | A kind of caisson of consolidated subsoil and stake combination foundation and construction method thereof | |
| CN100387785C (en) | Hydraulic sheeting and use method thereof | |
| CN102425082A (en) | Subgrade strengthening structure for highly karstified station turnout zone on high-speed railway | |
| CN104314042B (en) | Adopt the levee construction method of pile formula case barrel structure | |
| CN206376287U (en) | Subway station main body and the float Structure of accessory structure interface | |
| CN203213136U (en) | Caisson and pile combined foundation of consolidated subsoil | |
| CN103015367B (en) | High-efficiency economical construction method for revetment | |
| CN105133620A (en) | Supporting structure for pit-in-pit with local fluidal plastic sludge soil mass and construction method of supporting structure | |
| CN106012960A (en) | Assembly type long piled wharf upper structure system and construction method thereof | |
| CN201933459U (en) | Gravity wharf structure with anti-slide plate | |
| CN202247575U (en) | Structure for strengthening roadbed in high-speed railway station turnout area with highly developed karst | |
| CN207211165U (en) | A kind of compound antiskid piling wall retaining structure suitable for reservoir stability | |
| CN202865855U (en) | Stabilizing plate type anchoring pile retaining structure | |
| CN106759461A (en) | Resist grand supporting construction | |
| CN107724189A (en) | A kind of box road structure of railway engineering thin-walled | |
| CN107090848A (en) | A kind of ripple steel arch retaining wall | |
| CN203547763U (en) | High backfilling anti-sliding open cut tunnel structure | |
| CN101285302B (en) | Method for reinforcing caisson of concrete dam | |
| CN109487748A (en) | Nearby Structure depth riverbed quaywall supporting construction and construction method | |
| CN210507321U (en) | Double-embedded anti-impact interlocking block | |
| CN204282295U (en) | Pile formula case cylinder breakwater structure | |
| CN204266164U (en) | Concrete veneer and grill-shaped cement soil wall combined type bank protection structure | |
| CN203113335U (en) | Counterfort type U-type groove retaining structure | |
| CN106149624A (en) | A kind of gravity type quay being applicable to roadbed of alluvial silt and construction method thereof |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20110817 Termination date: 20191217 |
|
| CF01 | Termination of patent right due to non-payment of annual fee |