CN208899471U - Lateral and inclined support structure between a kind of anchor ear Integral Steel tubular pole - Google Patents
Lateral and inclined support structure between a kind of anchor ear Integral Steel tubular pole Download PDFInfo
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- CN208899471U CN208899471U CN201821626076.5U CN201821626076U CN208899471U CN 208899471 U CN208899471 U CN 208899471U CN 201821626076 U CN201821626076 U CN 201821626076U CN 208899471 U CN208899471 U CN 208899471U
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- anchor ear
- bracing
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Abstract
The utility model provides lateral and inclined support structure between a kind of anchor ear Integral Steel tubular pole, pass through top bracing, bottom lateral bracing and two cross one another hound connections between two adjacent steel-pipe piles, anchor ear on one is respectively welded in the both ends of top bracing, anchor ear is respectively welded in the both ends of bottom lateral bracing, it is welded respectively with anchor ear on the both ends of top bracing and two upper end of two hounds, the lower end of two hounds is respectively with the both ends of bottom lateral bracing and two lower anchor ears welding, and top bracing, bottom lateral bracing, anchor ear and two lower anchor ears are welded into a whole structure on two hounds and two；Each upper anchor ear and the lower anchor ear that is disposed below are sleeved on a steel-pipe pile, and are held tightly and fixed with steel-pipe pile.
Description
Technical field
The utility model relates to the connection structures of steel-pipe pile, and in particular to when water Bridge is constructed, trestle or construction in water
Lateral and inclined support structure when putting up platform between supporting steel tubular pole used.
Background technique
When trestle or operation platform are set up in water, using steel-pipe pile bracket as basic force structure, steel-pipe pile inserting piling is complete
Lateral and diagonal brace are installed at rear needs, between adjacent steel-pipe pile to increase steel-pipe pile stability.As shown in Figure 1, top bracing 2,
Bottom lateral bracing 3 and diagonal brace 4 generally use to be connected between the construction method of site welding and steel-pipe pile 1.It is existing when steel-pipe pile quantity is larger
Field welding workload is big, and construction efficiency is lower, influences the duration, and when water flow impact pressure is larger, steel-pipe pile, which can be swung, to be caused to weld
It is big to connect operation difficulty, welding quality not can guarantee.When after-poppet disassembly is completed in construction, needs to cut off lateral and diagonal brace, make
At waste of material, reusing for steel-pipe pile is had an effect on.
Summary of the invention
The purpose of this utility model is that in view of the above-mentioned problems, providing lateral and diagonal brace knot between a kind of Integral Steel tubular pole
Structure does not have to site welding when installing steel-pipe pile lateral and diagonal brace, construction speed can be improved, and guarantee the connection matter between steel-pipe pile
Amount.
The technical solution of the utility model is as follows:
Lateral and inclined support structure between a kind of anchor ear Integral Steel tubular pole, including more steel-pipe piles, between two adjacent steel-pipe piles
Pass through top bracing, bottom lateral bracing and two cross one another hound connections, it is characterised in that: weld respectively at the both ends of the top bracing
Connect anchor ear on one, the both ends of bottom lateral bracing are respectively welded anchor ear, the upper end of two hounds respectively with the both ends of top bracing and two
Upper anchor ear welding, the lower end of two hounds is respectively with the both ends of bottom lateral bracing and two lower anchor ear welding, and top bracing, bottom lateral bracing, two are tiltedly
Anchor ear and two lower anchor ears are welded into a whole structure on strut and two；Each upper anchor ear and the lower anchor ear suit that is disposed below
On a steel-pipe pile, and holds tightly and fix with steel-pipe pile.
Lateral and diagonal brace, previously according to the design spacing of steel-pipe pile, it is whole with anchor ear to be welded into one in factory by the utility model
Anchor ear only need to be sleeved on steel-pipe pile and tighten at the scene by body, and the construction of lateral diagonal brace can be completed, save site welding work
Sequence, installation speed is fast, improves site operation efficiency, and when support removing, lateral and diagonal brace are integrally removed, reusable, mentions
High economic benefit.
Detailed description of the invention
Fig. 1 is existing welding steel tubular pole lateral and inclined support structure schematic diagram；
Fig. 2 is the positive structure diagram of the utility model；
Fig. 3 is the side structure schematic view of the utility model；
Fig. 4 is the overlooking structure diagram of the utility model.
Specific embodiment
As shown in Figure 2, Figure 3, Figure 4, the utility model, including more steel-pipe piles 1, by upper between two adjacent steel-pipe piles 1
Lateral 2, bottom lateral bracing 3 and two cross one another hounds 4 connect, and anchor ear 5 on one are respectively welded in the both ends of the top bracing 2,
The both ends of bottom lateral bracing 3 are respectively welded anchor ear 6, the upper end of two hounds 4 respectively with anchor ear 5 on the both ends of top bracing 2 and two
Welding, the lower end of two hounds 4 are welded with the both ends of bottom lateral bracing 3 and two lower anchor ears 6 respectively, top bracing 2, bottom lateral bracing 3, two diagonal braces
Anchor ear 5 and two lower anchor ears 6 are welded into a whole structure on bar 4 and two；Each upper anchor ear 5 and the lower anchor ear 6 that is disposed below
It is sleeved on a steel-pipe pile 1, and holds tightly and fix with steel-pipe pile 1.
As shown in Figure 2, Figure 4 shows, each upper anchor ear 5 and lower anchor ear 6 include two semicircular anchor ear plates, two anchor ear plates
Two sides are respectively equipped with connection otic placode 7, and two anchor ear plates mutually connect merga pass connection otic placode anchor ear bolt 8；It is described flat
Welding in the middle part of the outer wall of one anchor ear plate of the end and each anchor ear of connection, bottom lateral bracing and two hounds.
The utility model is for when constructing, according to the design spacing of steel-pipe pile, processing space in advance by lateral and diagonal brace with
Anchor ear, be welded into a whole structure, and the connection bolt between anchor ear is not tightened first, keeps at regular intervals between two anchor ear plates,
Convenient for toward being set on steel-pipe pile；After the completion of steel-pipe pile inserting piling, with hanging device by the entirety of lateral and diagonal brace and anchor ear composition
Above structure to steel-pipe pile, is integrally transferred after lower anchor ear alignment steel-pipe pile, lower anchor ear and upper anchor ear are covered on steel-pipe pile, transferred
To after design height, the anchor ear bolt of each anchor ear is tightened, is fixed with steel-pipe pile, i.e., the lateral and diagonal brace between completion steel-pipe pile
Connection.When steel-pipe pile bracket is dismantled after the completion of construction, unclamping anchor ear bolt, lateral and diagonal brace integral demounting can be recycled.
Claims (2)
1. lateral and inclined support structure between a kind of anchor ear Integral Steel tubular pole, including more steel-pipe piles, lead between two adjacent steel-pipe piles
Cross top bracing, bottom lateral bracing and two cross one another hound connections, it is characterised in that: the both ends of the top bracing are respectively welded
Anchor ear is respectively welded in anchor ear on one, the both ends of bottom lateral bracing, and the upper end of two hounds is respectively and on the both ends of top bracing and two
Anchor ear welding, the lower end of two hounds are welded with the both ends of bottom lateral bracing and two lower anchor ears respectively, top bracing, bottom lateral bracing, two diagonal braces
Anchor ear and two lower anchor ears are welded into a whole structure on bar and two；Each upper anchor ear and the lower anchor ear that is disposed below are sleeved on
On one steel-pipe pile, and holds tightly and fix with steel-pipe pile.
2. lateral and inclined support structure between anchor ear Integral Steel tubular pole according to claim 1, it is characterised in that: each upper armful
Hoop and lower anchor ear include two semicircular anchor ear plates, and the two sides of two anchor ear plates are respectively equipped with connection otic placode, two anchor ear plate phases
Mutually merga pass connection otic placode is bolted with anchor ear；It is embraced with each the end of the top bracing, bottom lateral bracing and two hounds
Welding in the middle part of the outer wall of one anchor ear plate of hoop.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201821626076.5U CN208899471U (en) | 2018-10-07 | 2018-10-07 | Lateral and inclined support structure between a kind of anchor ear Integral Steel tubular pole |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201821626076.5U CN208899471U (en) | 2018-10-07 | 2018-10-07 | Lateral and inclined support structure between a kind of anchor ear Integral Steel tubular pole |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN208899471U true CN208899471U (en) | 2019-05-24 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201821626076.5U Active CN208899471U (en) | 2018-10-07 | 2018-10-07 | Lateral and inclined support structure between a kind of anchor ear Integral Steel tubular pole |
Country Status (1)
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| CN (1) | CN208899471U (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN113944149A (en) * | 2020-07-16 | 2022-01-18 | 宏润建设集团股份有限公司 | Assembled type cross brace, mounting method thereof and platform supporting structure |
| CN114232702A (en) * | 2021-12-06 | 2022-03-25 | 天津市政工程设计研究总院有限公司 | Steel pipe pile combined reinforcement method and reinforcement structure |
| CN114847207A (en) * | 2022-07-08 | 2022-08-05 | 浙江大学 | Offshore wind power jacket foundation and marine ranch net cage construction method thereof |
-
2018
- 2018-10-07 CN CN201821626076.5U patent/CN208899471U/en active Active
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN113944149A (en) * | 2020-07-16 | 2022-01-18 | 宏润建设集团股份有限公司 | Assembled type cross brace, mounting method thereof and platform supporting structure |
| CN114232702A (en) * | 2021-12-06 | 2022-03-25 | 天津市政工程设计研究总院有限公司 | Steel pipe pile combined reinforcement method and reinforcement structure |
| CN114847207A (en) * | 2022-07-08 | 2022-08-05 | 浙江大学 | Offshore wind power jacket foundation and marine ranch net cage construction method thereof |
| CN114847207B (en) * | 2022-07-08 | 2022-09-30 | 浙江大学 | Offshore wind power jacket foundation and marine ranching net cage construction method thereof |
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