CN206581226U - A kind of fender beam integral inverted hangs anchor ear system - Google Patents
A kind of fender beam integral inverted hangs anchor ear system Download PDFInfo
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- CN206581226U CN206581226U CN201720051590.XU CN201720051590U CN206581226U CN 206581226 U CN206581226 U CN 206581226U CN 201720051590 U CN201720051590 U CN 201720051590U CN 206581226 U CN206581226 U CN 206581226U
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- secondary beam
- anchor ear
- steel
- girder
- reinforcing bar
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- Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
- Y02—TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
- Y02A—TECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE
- Y02A30/00—Adapting or protecting infrastructure or their operation
- Y02A30/30—Adapting or protecting infrastructure or their operation in transportation, e.g. on roads, waterways or railways
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Abstract
The utility model is that a kind of fender beam integral inverted hangs anchor ear system, including shoulder pole girder, stake core reinforcing bar top braces, tie-beam, anchor ear and bottom primary-secondary beam steel frame, stake core reinforcing bar top braces include bottom plate and support channel-section steel, bottom plate is at the top of stake core reinforcing bar, some support channel-section steels are on bottom plate, two shoulder pole girders are side by side on support channel-section steel, bottom primary-secondary beam steel frame includes bottom girder and bottom secondary beam, two bottom girders be arranged in parallel, some bottom secondary beam vertical base girders simultaneously connect two bottom girders, the rectangle that the bottom secondary beam and its adjacent base secondary beam of bottom primary-secondary beam steel frame one end and two bottom girders are constituted surrounds a core reinforcing bar, anchor ear is located at bottom girder side, anchor ear holds stake core reinforcing bar tightly, shoulder pole girder and bottom secondary beam are connected by tie-beam；The utility model efficiently solves the construction problem of fender beam in the case of low absolute altitude, high water level；The absolute altitude of fender beam, Bit andits control precision are high.
Description
Technical field
The utility model is related to quay fenders beam technical field of construction, more particularly to a kind of fender beam integral inverted hangs anchor ear system
System.
Background technology
Fender, is a kind of elastic buffering mechanism that harbour or ship edge are used, mainly to slow down ship and harbour or
Between ship pull in shore or mooring during impulsive force, prevent or eliminate ship, harbour and be damaged.Some large piers, lead to
Cross and fender beam is cast in harbour, make fender that there is powerful impact resistance.In the installation process of quay fenders beam
In, installation is completed often through bottom technique is hung, the conventional bottom technique that hangs there are two kinds at present：Clip pile formula and back-covered.
For some tide Wharf Engineerings, it is relatively low to have a bottom absolute altitude, and the higher situation of mean tide tlevel, and this is just
It is required that the installation of support system is quickly and efficiently completed, while can guarantee that the fender beam position before and after construction and the standard of absolute altitude again
Really.The advantage of clip pile formula support system is that whole support system is all not in substantially between lower section, and anchor ear and piling bar
Relative displacement, but steel hoop is when tidewater is of a relatively high, then needs to carry out the installation and removal of clip pile system under water, operation compared with
It is difficult and time-consuming long；Clearly, bearing capacity is larger, and the shadow in work progress by tidewater for back-covered support system stress
Sound is smaller, but there is the shortcomings of whole system is unstable in the work progress such as concreting, and the construction precision of fender beam is very
It is difficult to ensure card.
The content of the invention
The utility model aims to solve the problem that the deficiencies in the prior art, meets the construction requirement of quay fenders beam, and provides a kind of
Fender beam integral inverted hangs anchor ear system.
The utility model to achieve the above object, using following technical scheme：A kind of fender beam integral inverted hangs anchor ear system,
Including shoulder pole girder, stake core reinforcing bar top braces, tie-beam, anchor ear and bottom primary-secondary beam steel frame, propped up at the top of the stake core reinforcing bar
Support includes bottom plate and support channel-section steel, and the bottom plate is at the top of stake core reinforcing bar, and some support channel-section steels are on bottom plate, two
The shoulder pole girder is side by side on support channel-section steel, and the bottom primary-secondary beam steel frame includes bottom girder and bottom secondary beam, two
The bottom girder be arranged in parallel, and some bottom secondary beam vertical base girders simultaneously connect two bottom girders, the bottom
The rectangle that the bottom secondary beam and its adjacent base secondary beam of portion primary-secondary beam steel frame one end and two bottom girders are constituted surrounds a core
Reinforcing bar, the anchor ear holds stake core reinforcing bar tightly located at bottom girder side, anchor ear, and the shoulder pole girder and bottom secondary beam are connected by tie-beam
Connect.
The shoulder pole girder is Two bors d's oeuveres I-steel.
The bottom girder is Two bors d's oeuveres I-steel.
The bottom secondary beam is Two bors d's oeuveres I-steel.
The tie-beam is screw-thread steel.
The bottom primary-secondary beam steel frame also include junction steel plate, the junction steel plate be located at from the second root bottom part secondary beam to
The two ends of root bottom part secondary beam second from the bottom.
The beneficial effects of the utility model are：The utility model is organic by back-covered support system and clip pile formula support system
Ground is combined into entirety, efficiently solves the construction problem of fender beam in the case of low absolute altitude, high water level；While the mark of fender beam
High, Bit andits control precision is high, and wharf apron line is straight；Installation, convenient disassembly are quick, and do not make moist position influence, can effectively make
Construction speed requirement is met in the case that the industry time is very short.
Brief description of the drawings
Fig. 1 is schematic front view of the present utility model；
Fig. 2 is schematic top plan view of the present utility model；
In figure：1- bottoms secondary beam；2- bottoms girder；3- core reinforcing bars；4- tie-beams；5- bottom plates；6- supports channel-section steel；7- is flat
Spreader beam；8- anchor ears；9- junction steel plates；
It is described in detail referring to the drawings below with reference to embodiment of the present utility model.
Embodiment
The utility model is described in further detail with reference to the accompanying drawings and examples：
As depicted in figs. 1 and 2, a kind of fender beam integral inverted is hung and propped up at the top of anchor ear system, including shoulder pole girder 7, stake core reinforcing bar
Support, tie-beam 4, anchor ear 8 and bottom primary-secondary beam steel frame, the stake core reinforcing bar top braces include bottom plate 5 and support channel-section steel 6,
The bottom plate 5 is located at the top of stake core reinforcing bar 3, and some support channel-section steels 6 are on bottom plate 5, and two shoulder pole girders 7 are set side by side
In on support channel-section steel 6, the bottom primary-secondary beam steel frame includes bottom girder 2 and bottom secondary beam 1, two bottom girders 2
It is arranged in parallel, some vertical base girders 2 of bottom secondary beam 1 simultaneously connect two bottom girders 2, the bottom primary and secondary joist steel
The rectangle that the bottom secondary beam 1 and its adjacent base secondary beam 1 of framework one end and two bottom girders 2 are constituted surrounds a core reinforcing bar 3, institute
Anchor ear 8 is stated located at the side of bottom girder 2, anchor ear 8 holds stake core reinforcing bar 3 tightly, and the shoulder pole girder 7 and bottom secondary beam 1 are connected by tie-beam 4
Connect.
The shoulder pole girder 7 is Two bors d's oeuveres I-steel.
The bottom girder 2 is Two bors d's oeuveres I-steel.
The bottom secondary beam 1 is Two bors d's oeuveres I-steel.
The tie-beam 4 is screw-thread steel.
The bottom primary-secondary beam steel frame also includes junction steel plate 9, and the junction steel plate 9 is located at from the second root bottom part secondary beam
1 arrives the two ends of root bottom part secondary beam 1 second from the bottom.
The utility model is exemplarily described above in conjunction with accompanying drawing, it is clear that the utility model implement not by
The limitation of aforesaid way, if the various improvement that method design of the present utility model and technical scheme are carried out are employed, or without
Improvement directly applies to other occasions, within protection domain of the present utility model.
Claims (6)
1. a kind of fender beam integral inverted hangs anchor ear system, it is characterised in that including shoulder pole girder (7), stake core reinforcing bar top braces, connect
Beam (4), anchor ear (8) and bottom primary-secondary beam steel frame are connect, the stake core reinforcing bar top braces include bottom plate (5) and support channel-section steel
(6), the bottom plate (5) is at the top of stake core reinforcing bar (3), and some support channel-section steels (6) are on bottom plate (5), described in two
Shoulder pole girder (7) is side by side on support channel-section steel (6), and the bottom primary-secondary beam steel frame includes bottom girder (2) and bottom secondary beam
(1), two bottom girders (2) be arranged in parallel, some bottom secondary beam (1) vertical base girders (2) and by two bottoms
Portion's girder (2) is connected, the bottom secondary beam (1) of described bottom primary-secondary beam steel frame one end and its adjacent base secondary beam (1) and two
The rectangle that bottom girder (2) is constituted surrounds a core reinforcing bar (3), and the anchor ear (8) is embraced located at bottom girder (2) side, anchor ear (8)
Tight stake core reinforcing bar (3), the shoulder pole girder (7) and bottom secondary beam (1) are connected by tie-beam (4).
2. fender beam integral inverted according to claim 1 hangs anchor ear system, it is characterised in that the shoulder pole girder (7) is double
Spell I-steel.
3. fender beam integral inverted according to claim 1 hangs anchor ear system, it is characterised in that the bottom girder (2) is
Two bors d's oeuveres I-steel.
4. fender beam integral inverted according to claim 1 hangs anchor ear system, it is characterised in that the bottom secondary beam (1) is
Two bors d's oeuveres I-steel.
5. fender beam integral inverted according to claim 1 hangs anchor ear system, it is characterised in that the tie-beam (4) is spiral shell
Line steel.
6. fender beam integral inverted according to claim 1 hangs anchor ear system, it is characterised in that the bottom primary-secondary beam steel framework
Frame also includes junction steel plate (9), and the junction steel plate (9) is located at secondary from the second root bottom part secondary beam (1) to root bottom part second from the bottom
The two ends of beam (1).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720051590.XU CN206581226U (en) | 2017-01-17 | 2017-01-17 | A kind of fender beam integral inverted hangs anchor ear system |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720051590.XU CN206581226U (en) | 2017-01-17 | 2017-01-17 | A kind of fender beam integral inverted hangs anchor ear system |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN206581226U true CN206581226U (en) | 2017-10-24 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201720051590.XU Active CN206581226U (en) | 2017-01-17 | 2017-01-17 | A kind of fender beam integral inverted hangs anchor ear system |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN206581226U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108411847A (en) * | 2018-04-28 | 2018-08-17 | 中交航局第工程有限公司 | A kind of pile cover integral inverted hangs bottom system and its application method |
-
2017
- 2017-01-17 CN CN201720051590.XU patent/CN206581226U/en active Active
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108411847A (en) * | 2018-04-28 | 2018-08-17 | 中交航局第工程有限公司 | A kind of pile cover integral inverted hangs bottom system and its application method |
| CN108411847B (en) * | 2018-04-28 | 2024-01-09 | 中交一航局第一工程有限公司 | Pile cap integral reverse bottom hanging system and use method thereof |
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