CN208899470U - A kind of flange form connection structure at steel-pipe pile top and I-shaped gooseneck - Google Patents
A kind of flange form connection structure at steel-pipe pile top and I-shaped gooseneck Download PDFInfo
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- CN208899470U CN208899470U CN201821625920.2U CN201821625920U CN208899470U CN 208899470 U CN208899470 U CN 208899470U CN 201821625920 U CN201821625920 U CN 201821625920U CN 208899470 U CN208899470 U CN 208899470U
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- steel
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- pipe pile
- shaped gooseneck
- plate
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Abstract
The utility model provides the flange form connection structure at a kind of steel-pipe pile top and I-shaped gooseneck, sets up for steel-pipe pile bracket.Mounting flange is welded at the top of steel-pipe pile, mounting flange I-shaped gooseneck is disposed across on mounting flange, it is located at I-steel crossbeam two sides on mounting flange and one stop flange is installed respectively, each stop flange is one section of arc flange plate, the vertically arranged limit plate of two panels is welded on stop flange, the bottom wing listrium of I-shaped gooseneck is pushed down on the bottom edge of limit plate, and the side of limit plate pushes against the web of I-shaped gooseneck, I-shaped gooseneck is fixed at the top of steel-pipe pile.
Description
Technical field
The utility model relates to a kind of structure of steel-pipe pile bracket, especially a kind of steel-pipe pile top and I-shaped gooseneck
Flange form connection structure.
Background technique
The brackets such as cast-in-place boom support, 0# block bracket, trestle, water drilling platform generally use steel-pipe pile as lower part branch
Support, load bearing cross beam is set up at the top of steel-pipe pile, sets up distribution beam, lay panel in distribution beam on crossbeam again.Load bearing cross beam is general
Using I-steel, to guarantee stability of the crossbeam on steel-pipe pile, bracket or circumferential plate are welded, at the top of steel-pipe pile with dispersion
The load of fashioned iron at the top of steel-pipe pile, and bracket at the top of I-shaped gooseneck and steel-pipe pile or circumferential plate are welded, the method needs existing
Field welding procedure, the supporting structure big for steel-pipe pile amount, site welding heavy workload, construction speed is slow, and support removing
When need to cut welding position, keep steel-pipe pile and I-shaped gooseneck impaired, influence to reuse, cause waste of material.
Summary of the invention
The purpose of this utility model is that being lacked for existing for the welding structure at the top of current steel-pipe pile with I-shaped gooseneck
Fall into, the flange form connection structure at the top of a kind of steel-pipe pile with I-shaped gooseneck be provided, do not need welding can be realized steel-pipe pile with
Crossbeam is stably connected with, and is improved construction efficiency, will not be damaged to steel-pipe pile and crossbeam.
The technical solution of the utility model is as follows:
With the flange form connection structure of I-shaped gooseneck at the top of a kind of steel-pipe pile, including steel-pipe pile and it is horizontally set on steel pipe
The I-shaped gooseneck in stake top portion, the I-shaped gooseneck use Two bors d's oeuveres i-beam structure, and Two bors d's oeuveres I-steel side flange plate is upward
Other side flange plate is arranged downward, it is characterised in that: a horizontally disposed mounting flange is welded at the top of the steel-pipe pile, in fixation
It is located at I-shaped gooseneck two sides on flange, a stop flange is installed respectively, each stop flange is one section of curved plate, if
There are interior arc side and outer arc side, radian is equal with the periphery radian of mounting flange, and the interior arc side of two stop flanges is oppositely arranged, and
It is connect by bolt with mounting flange；The two panels limit plate vertical with stop flange, every limit are welded on each stop flange
Position plate is equipped with a horizontal bottom edge and one towards the vertical side of I-shaped gooseneck, bottom edge a part and limit of every limit plate
The welding of flange top surface, another part extends to the direction of I-steel beam vertical, and is pressed in the I-shaped gooseneck edge of a wing directed downwardly
On plate, the vertical side of every limit plate and the web of I-shaped gooseneck are pushed against.
Steel-pipe pile and top cross-bar are used flange form connection structure by the utility model, and in-site installation does not need welding and applies
Work, easy to operate, bracket is set up high-efficient；Bracket avoids the cutting to steel-pipe pile and crossbeam when dismantling, improve steel-pipe pile
With the reuse rate of I-shaped gooseneck, economic benefit is improved.
Detailed description of the invention
Fig. 1 is elevation of the utility model along I-shaped gooseneck longitudinal direction；
Fig. 2 is elevation of the utility model along I-shaped gooseneck transverse direction；
Fig. 3 is the top structure plan view of the utility model；
Fig. 4 is the mounting flange structural schematic diagram at the top of steel-pipe pile；
Fig. 5 is the plan view of two stop flanges；
Fig. 6 is the elevation of two stop flanges；
Fig. 7 is the plan view after mounting flange is in conjunction with two stop flanges at the top of steel-pipe pile.
Specific embodiment
As shown in Figure 1, Figure 2, Figure 3 shows, the utility model includes steel-pipe pile 1 and the I-steel that is horizontally set at the top of steel-pipe pile
Crossbeam 2, the I-shaped gooseneck 2 use Two bors d's oeuveres i-beam structure, Two bors d's oeuveres I-steel side flange plate other side flange plate upward
It is arranged downward；Horizontally disposed mounting flange 3 is welded at the top of the steel-pipe pile 1, the structure of mounting flange is as shown in figure 4, solid
Determine two sides opposite on flange 3 and is preset with screw hole.Mounting flange 3 connects two stop flanges 5 by screw hole bolt 4.
As shown in Fig. 5, Fig. 6, Fig. 7, each stop flange 5 is one section of curved plate, and each stop flange 5 is equipped with interior arc side
With outer arc side, radian is equal with the periphery radian of mounting flange 3, and the interior arc side of two limit methods 5 is oppositely arranged, two stop flanges
It is equipped with screw hole corresponding with mounting flange, is bolted on mounting flange 3.Two panels is welded on each stop flange 5
The limit plate 6 vertical with stop flange, every limit plate 6 are equipped with a horizontal bottom edge 61 and erecting towards I-shaped gooseneck 2
61 a part of bottom edge of straight sided 62, every limit plate is welded with 5 top surface of stop flange, and another part hangs down along with I-shaped gooseneck
Straight direction extends, and is pressed on the flange plate directed downwardly of I-shaped gooseneck 2, and the vertical side 62 of every limit plate and I-steel are horizontal
The web of beam 2 pushes against.
I-shaped gooseneck 2 is not fixed on 1 top of steel-pipe pile by welding by above structure.
To keep I-shaped gooseneck more stable, can be arranged in the vertical side 62 of the limit plate and the intersection on bottom edge 61
The chamfering of chamfering 63, the chamfering and I-steel flange plate and web intersection is coincide, and is had a common boundary with I-steel flange plate and web
The chamfering at place pushes against.
The utility model when it is implemented, be welded and fixed flange, when bracket is set up, first by steel pipe in advance at the top of steel-pipe pile
Stake is erect and lower end is fixed, and I-shaped gooseneck is placed across at the top of steel-pipe pile, then at the top of steel-pipe pile, I-steel cross
Beam two sides are installed by two stop flanges；It is directed downwardly that limit plate bottom edge outwardly extending portion on two stop flanges is pressed in I-shaped gooseneck
On flange plate, the vertical side of limit plate pushes against the web of I-shaped gooseneck, then with bolt by stop flange and mounting flange
Fixation is tightened, that is, realizes the connection of steel-pipe pile Yu I-shaped gooseneck.Reverse operating when disassembly.Installation and removal process does not have to weldering
It connects and cuts, material will not be damaged, convenient for recycling.
Claims (2)
1. including steel-pipe pile and being horizontally set on steel-pipe pile with the flange form connection structure of I-shaped gooseneck at the top of a kind of steel-pipe pile
The I-shaped gooseneck at top, the I-shaped gooseneck use Two bors d's oeuveres i-beam structure, and Two bors d's oeuveres I-steel side flange plate is another upward
Side flange plate is arranged downward, it is characterised in that: a horizontally disposed mounting flange is welded at the top of the steel-pipe pile, in fixation
It is located at I-shaped gooseneck two sides on orchid, a stop flange is installed respectively, each stop flange is one section of curved plate, is equipped with
Interior arc side and outer arc side, radian is equal with the periphery radian of mounting flange, and the interior arc side of two stop flanges is oppositely arranged, and is led to
Bolt is crossed to connect with mounting flange；The two panels limit plate vertical with stop flange, every limit are welded on each stop flange
Plate is equipped with a horizontal bottom edge and one towards the vertical side of I-shaped gooseneck, bottom edge a part and limit method of every limit plate
Blue top surface welding, another part extends to the direction of I-steel beam vertical, and is pressed in I-shaped gooseneck flange plate directed downwardly
On, the vertical side of every limit plate and the web of I-shaped gooseneck push against.
2. the flange form connection structure at steel-pipe pile top and I-shaped gooseneck according to claim 1, it is characterised in that: institute
The intersection of the vertical edge and bottom edge of stating limit plate is equipped with chamfering, the chamfering and I-steel flange plate and the chamfering of web intersection is kissed
It closes.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201821625920.2U CN208899470U (en) | 2018-10-07 | 2018-10-07 | A kind of flange form connection structure at steel-pipe pile top and I-shaped gooseneck |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201821625920.2U CN208899470U (en) | 2018-10-07 | 2018-10-07 | A kind of flange form connection structure at steel-pipe pile top and I-shaped gooseneck |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN208899470U true CN208899470U (en) | 2019-05-24 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201821625920.2U Active CN208899470U (en) | 2018-10-07 | 2018-10-07 | A kind of flange form connection structure at steel-pipe pile top and I-shaped gooseneck |
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| Country | Link |
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| CN (1) | CN208899470U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109024561A (en) * | 2018-10-07 | 2018-12-18 | 中交路桥建设有限公司 | A kind of flange form connection structure at steel-pipe pile top and I-shaped gooseneck |
-
2018
- 2018-10-07 CN CN201821625920.2U patent/CN208899470U/en active Active
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109024561A (en) * | 2018-10-07 | 2018-12-18 | 中交路桥建设有限公司 | A kind of flange form connection structure at steel-pipe pile top and I-shaped gooseneck |
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