CN212000591U - Steel pipe arch flange stiffening plate and flange - Google Patents
Steel pipe arch flange stiffening plate and flange Download PDFInfo
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- CN212000591U CN212000591U CN202020448769.0U CN202020448769U CN212000591U CN 212000591 U CN212000591 U CN 212000591U CN 202020448769 U CN202020448769 U CN 202020448769U CN 212000591 U CN212000591 U CN 212000591U
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Abstract
The utility model discloses a steel pipe encircles ring flange stiffening plate and ring flange, this ring flange stiffening plate include the stiffening plate body, and the stiffening plate body includes that first connection face and second are connected the face, and first connection face is used for welding in arch rib steel pipe inner wall, and the second is connected the face and is used for connecting in the flange ring of ring flange, is equipped with the groove respectively along first connection face length direction's both sides. By applying the steel pipe arch flange stiffening plate of the utility model, the contact part between the flange stiffening plate and the main arch ring is generally not more than 500mm, and the space distortion is converted into the welding line gap difference of less than 1mm, which is very little, so that the change caused by the space distortion of the steel pipe arch bridge can be offset by arranging a groove on the flange stiffening plate and welding the single side of the flange stiffening plate and welding the back side of the flange stiffening plate by back chipping fusion welding; and can make into the flange plate standard component, reduce the processing degree of difficulty and the inspection acceptance degree of difficulty, make things convenient for the part management of course of working, avoid the flange plate to use in the work progress thoughtlessly, reduce work load, practice thrift time limit for a project and cost.
Description
Technical Field
The utility model relates to an arch bridge field especially relates to a steel pipe encircles ring flange stiffener, ring flange and mounting method.
Background
The concrete-filled steel tube arch bridge adopts a method of prefabricating and then installing, the main arch ring is divided into a plurality of sections for prefabrication, and then the sections are assembled in advance, and the sections are connected through flange plates. For cantilever installation, the connection between the flanges of the main rib segment joints must be of equal strength to the steel tube rib chord. One of the important indexes of the main arch ring installation is the tightness of the flange plate contact surface, and poor tightness can influence the bridge formation linearity of a bridge, reduce the service life of the steel pipe arch and leave potential safety hazards.
The manufacturing mode of the more flanges applied at present is divided into two types:
the first is to shape the flange contact surface and weld the flange and the flange stiffening plate in matching mode during the pre-assembly of the steel pipe arch rib. The method carries out intensive welding after assembly and debugging are finished, so that the welding deformation cannot be eliminated and adjusted, and the hoisting matching precision is influenced; the assembly welding work of the flange plate is completed when the assembly is manufactured, the pre-assembly time of the assembly is prolonged, and the time and the cost are increased.
And secondly, blanking the flange plate stiffening plate according to an angle, simulating the line shape of each arch rib joint area by using a tooling die tube, welding the flanges and the flange plate stiffening plate between each arch rib segment in advance, processing the contact surface of the flange plate after the welding of the flanges and the stiffening plate is finished, and finally, correspondingly installing each main arch ring joint. The method can eliminate welding deformation by processing the contact surface of the flange plate after welding. However, the butt joint angle of each main arch ring is slightly changed, each stiffening plate is different, the flange plates are in one-to-one correspondence after welding, standard parts cannot be formed, and the manufacturing difficulty and the management difficulty of parts are increased. And a large number of tooling die tubes are needed to simulate the arch rib joint curve, the arch rib joint curve is originally slightly changed and is difficult to accurately simulate, and the construction difficulty and the construction cost are increased.
SUMMERY OF THE UTILITY MODEL
The utility model aims to provide a: the stiffening plate, the flange plate and the installation method of the steel pipe arch flange plate are provided, aiming at the problems that in the prior art, when the flange plate for connecting the arch ribs of the steel pipe arch bridge is manufactured, the contact surface of the flange plate is processed after welding, the flange plate cannot form a standard part, the manufacturing difficulty and the management difficulty of parts are increased, a large number of tooling mold pipes are required, accurate simulation is difficult, and the construction difficulty and the construction cost are increased.
In order to realize the purpose, the utility model discloses a technical scheme be:
a steel pipe arch flange plate stiffening plate comprises a stiffening plate body, wherein the stiffening plate body comprises a first connecting surface and a second connecting surface, the first connecting surface is used for being welded on the inner wall of an arch rib steel pipe, the second connecting surface is used for being connected to a flange ring of a flange plate, and grooves are respectively arranged on two sides of the first connecting surface in the length direction.
By adopting the steel pipe arch flange stiffening plate, the contact part between the flange stiffening plate and the main arch ring is generally not more than 500mm, and the space distortion is converted into the welding line gap difference of less than 1mm, which is very little, so that the change caused by the space distortion of the steel pipe arch bridge can be offset by arranging a groove on the flange stiffening plate and welding the single side of the flange stiffening plate with a back chipping penetration weld; and can make into the flange plate standard component, reduce the processing degree of difficulty and the inspection acceptance degree of difficulty, make things convenient for the part management of course of working, avoid the flange plate to use in the work progress thoughtlessly, reduce work load, practice thrift time limit for a project and cost.
Preferably, the first connecting surface between two of the grooves comprises a blunt edge.
By adopting the structure, the truncated edge can be attached to the inner wall of the steel pipe during welding operation, so that the deformation caused by welding is reduced, and the root of the welding seam is prevented from being burnt through.
Further preferably, the length of the blunt edge is 1mm to 3 mm.
The utility model also provides a steel pipe encircles ring flange, including the flange ring, the flange ring is connected a plurality of as above arbitrary the steel pipe encircle ring flange stiffener.
Adopt a steel pipe encircle ring flange, through set up the groove on ring flange stiffener, offset the change that steel pipe arched bridge space distortion brought to ring flange stiffener single face welding reverse side back chipping penetration welding, can make into standard component with the ring flange, reduce the processing degree of difficulty and the inspection acceptance degree of difficulty, make things convenient for the part management of course of working, avoid the ring flange to use in mixture in the work progress, reduce work load, practice thrift time limit for a project and cost.
Preferably, all the stiffening plate bodies are evenly distributed.
The utility model also provides an installation method as above arbitrary steel pipe encircles ring flange, including following step:
A. the groove is arranged on the first connecting surface when the stiffening plate body of the flange plate is blanked;
B. welding the flange ring and the stiffening plate body, processing the contact surface of the flange ring after welding, wherein the flange plate becomes a standard part, drilling holes in the flange plate on the arch top side and the flange plate on the arch foot side in a matching way, performing matched installation and debugging, and forming a welding area between the groove and the inner wall of the steel pipe during installation and debugging;
C. and after the flange plates are installed and debugged, locking the flange plates at the arch crown side and the flange plates at the arch foot side by bolts, and fusion-welding all the stiffening plate bodies on the inner wall of the steel pipe.
Adopt a steel pipe encircles mounting method of ring flange, through set up the groove on ring flange stiffener, to ring flange stiffener single face welding reverse side back chipping penetration welding offset the change that steel pipe arched bridge space distortion brought, can make into standard component with the ring flange, reduce the processing degree of difficulty and the inspection acceptance degree of difficulty, make things convenient for the part management of course of working, avoid the ring flange to use in mixture in the work progress to this method need not make the change of frock simulation arch rib, reduce work load, practice thrift time limit for a project and cost.
Preferably, before the step A, the material enters a field and is subjected to a sampling and rechecking test.
Preferably, in the step a, the size of the stiffening plate body and the quality of the groove are checked after blanking.
Preferably, in the step B, the flange ring and the stiffening plate body are assembled into the flange plate on a jig frame, and the size and the verticality of the flange plate are checked.
Preferably, in the step B, the flange ring and the stiffening plate body are mounted on a jig frame for welding.
Preferably, in the step B, the flange ring and the stiffening plate body are cleaned and subjected to flaw detection after being welded.
Preferably, in the step B, the contact surface of the flange ring is machined and subjected to flatness inspection.
Preferably, in the step B, the hole diameter and the through hole rate are checked after the matched drilling.
Preferably, in the step B, a flatness position check is performed during the matched installation and debugging.
Preferably, in the step C, the tightness of the flange plate locked by the bolts is checked.
Preferably, in the step C, the penetration welding is performed by welding the welding area on one side of the stiffening plate body to form a weld, performing back gouging on the welding area on the other side, and then welding the welding area after back gouging to form a weld.
Further preferably, in the step C, gouging is adopted.
Further preferably, in the step C, when the welding area on the other side is gouged, the groove is gouged into an arc-shaped surface, so that formation of a sharp corner at the root is avoided, the welding can be completely melted through, and the defect at the root is reduced.
Preferably, after the step C, the welding position of the flange and the inner wall of the steel pipe is cleaned and subjected to flaw detection.
To sum up, owing to adopted above-mentioned technical scheme, the beneficial effects of the utility model are that:
1. the steel pipe arch flange stiffening plate of the utility model has the advantages that the contact position between the flange stiffening plate and the main arch ring is generally not more than 500mm, the space distortion is converted into the difference of the weld gap of less than 1mm, and the difference is very little, so that the change caused by the space distortion of the steel pipe arch bridge can be offset by arranging a groove on the flange stiffening plate and welding the single side of the flange stiffening plate and welding the reverse back chipping penetration welding; the flange plate can be manufactured into a standard part, so that the processing difficulty and the inspection and acceptance difficulty are reduced, the management of part parts in the processing process is facilitated, the flange plate is prevented from being used in a mixed manner in the construction process, the workload is reduced, and the construction period and the cost are saved;
2. in the steel pipe arch flange plate stiffening plate, the first connecting surface between the two grooves comprises the truncated edge, and the truncated edge can be attached to the inner wall of the steel pipe during welding operation, so that the deformation caused by welding is reduced, and the root of the welding line is prevented from being burnt through;
3. the steel pipe arch flange plate provided by the utility model has the advantages that the groove is arranged on the flange plate stiffening plate, the change caused by the space distortion of the steel pipe arch bridge is offset by the back gouging fusion welding of the single-side welding of the flange plate stiffening plate, the flange plate can be manufactured into a standard part, the processing difficulty and the inspection acceptance difficulty are reduced, the management of part parts in the processing process is convenient, the flange plate is prevented from being used in a mixed way in the construction process, the workload is reduced, and the construction period and the cost are saved;
4. a steel pipe encircles mounting method of ring flange, through set up the groove on ring flange stiffener, to ring flange stiffener single face welding reverse side back chipping penetration welding offset the change that steel pipe arched bridge space distortion brought, can make into standard component with the ring flange, reduce the processing degree of difficulty and the inspection acceptance degree of difficulty, make things convenient for the part management of course of working, avoid the ring flange to use in mixture in the work progress to this method need not make the change of frock simulation arch rib, reduce work load, practice thrift time limit for a project and cost.
Drawings
FIG. 1 is a schematic structural view of the steel pipe arch flange stiffening plate of the present invention;
FIG. 2 is a sectional view taken along line A-A of FIG. 1;
FIG. 3 is a schematic view showing the connection relationship between the flange and the steel pipe;
FIG. 4 is a schematic view of the formation of the weld region;
FIG. 5 is a schematic view of a single-side weld of the flange stiffener;
FIG. 6 is a schematic illustration of the back chipping of the flange stiffener;
FIG. 7 is a schematic view of the flange stiffener as it is being welded;
fig. 8 is a schematic flow chart of the installation method of the steel pipe arch flange of the present invention.
Icon: 1-stiffening plate body, 11-first connecting surface, 111-groove, 112-truncated edge, 12-second connecting surface, 2-flange ring, 3-lining pipe, 4-steel pipe, 5-welding area and 6-welding seam.
Detailed Description
The present invention will be described in detail with reference to the accompanying drawings.
In order to make the objects, technical solutions and advantages of the present invention more clearly understood, the present invention is further described in detail below with reference to the accompanying drawings and embodiments. It should be understood that the specific embodiments described herein are for purposes of illustration only and are not intended to limit the invention.
Example 1
A steel pipe encircles ring flange stiffener, including stiffener body 1.
As shown in fig. 1 and 3, the stiffening plate body 1 includes a first connection surface 11 and a second connection surface 12, where the first connection surface 11 is configured to be welded to the inner wall of the arch rib steel tube 4, and the second connection surface 12 is configured to be connected to the flange ring 2 of the flange.
As shown in fig. 1 and 2, grooves 111 are respectively disposed along two sides of the first connection surface 11 in the length direction, the first connection surface 11 between the two grooves 111 includes a blunt edge 112, and the length of the blunt edge 112 is 1mm-3mm, preferably 2mm in this embodiment.
By applying the steel pipe arch flange stiffening plate, the contact part between the flange stiffening plate and the main arch ring is generally not more than 500mm, and the space distortion is converted into the welding line gap difference of less than 1mm, which is very little, so that the change caused by the space distortion of the steel pipe arch bridge can be offset by arranging the groove 111 on the flange stiffening plate and welding the single side of the flange stiffening plate with the back chipping penetration welding; the truncated edge 112 can be attached to the inner wall of the steel pipe 4 during welding operation, so that the deformation caused by welding is reduced, and the root of a welding seam is prevented from being burnt through; and can make into the flange plate standard component, reduce the processing degree of difficulty and the inspection acceptance degree of difficulty, make things convenient for the part management of course of working, avoid the flange plate to use in the work progress thoughtlessly, reduce work load, practice thrift time limit for a project and cost.
Example 2
As shown in fig. 1-3, a steel pipe encircles ring flange, including flange ring 2, flange ring 2 connects a plurality of steel pipe encircle ring flange stiffener as embodiment 1, all stiffener body 1 evenly distributed.
As shown in fig. 3, a lining pipe 3 is welded to an inner ring of the flange ring 2 of one of the two paired flanges, the lining pipe 3 is welded to the corresponding flange stiffening plate, and the lining pipe 3 is adapted to an inner ring of the other flange and used for butt joint positioning between the two paired flanges when the arch ribs are in butt joint.
Application a steel pipe encircles ring flange, through set up groove 111 on ring flange stiffener, offset the change that steel pipe arched bridge space distortion brought to ring flange stiffener single face welding reverse side back chipping penetration welding, can make into the standard component with the ring flange, reduce the processing degree of difficulty and the inspection acceptance degree of difficulty, make things convenient for the part management of course of working, avoid the ring flange to use in mixture in the work progress, reduce work load, practice thrift time limit for a project and cost.
Example 3
As shown in fig. 1-8, the method for installing a steel pipe arch flange according to any one of the above embodiments of the present invention includes the following steps:
A. the material enters a field and is subjected to sampling inspection and rechecking;
B. arranging the groove 111 on the first connecting surface 11 during blanking of the stiffening plate body 1 of the flange, and checking the size of the stiffening plate body 1 and the quality of the groove 111 after blanking;
C. assembling the flange ring 2 and the stiffening plate body 1 into the flange plate on a jig frame, and checking the size and the verticality of the flange plate;
D. installing the flange ring 2 and the stiffening plate body 1 on a jig frame for welding, and performing cleaning grinding and flaw detection after welding the flange ring 2 and the stiffening plate body 1;
E. after the welding is finished, machining the contact surface of the flange ring 2, and checking the flatness, wherein the flange plate becomes a standard part;
F. then drilling holes in the flange plate on the arch top side and the flange plate on the arch foot side in a matched manner, and checking the aperture through-hole rate after drilling holes in the matched manner;
G. the flange plate is installed and debugged in a matching way, flatness position inspection is carried out during the matched installation and debugging, and as shown in fig. 4, a welding area 5 is formed between the groove 111 and the inner wall of the steel pipe 4 during the installation and debugging;
H. after the flange plates are installed and debugged, locking the flange plate at the arch crown side and the flange plate at the arch foot side by using bolts, and checking the tightness of the flange plates locked by the bolts;
I. and welding all the stiffening plate bodies 1 on the inner wall of the steel pipe 4 in a fusion penetration manner, specifically:
i1, as shown in FIG. 5, welding the welding areas 5 on one side of all the stiffening plate bodies 1 to form welding seams 6;
i2, as shown in figure 6, performing gouging on the welding area 5 on the other side, and gouging the groove 111 into an arc-shaped surface;
i3, as shown in figure 7, welding the welding area 5 after back gouging to form a welding seam 6;
J. and (4) performing cleaning grinding and flaw detection on the welding position of the flange plate and the inner wall of the steel pipe 4.
Application a steel pipe encircles mounting method of ring flange, through set up groove 111 on ring flange stiffener, to ring flange stiffener single face welding reverse side back chipping penetration weld offset the change that steel pipe arched bridge space distortion brought, can make into standard component with the ring flange, reduce the processing degree of difficulty and the inspection acceptance degree of difficulty, make things convenient for the part management of course of working, avoid the ring flange to use in the work progress thoughtlessly, and this method need not make the change of frock simulation arch rib, reduce work load, practice thrift time limit for a project and cost.
The above description is only exemplary of the present invention and should not be taken as limiting the scope of the present invention, as any modifications, equivalents, improvements and the like made within the spirit and principles of the present invention are intended to be included within the scope of the present invention.
Claims (5)
1. The steel pipe arch flange plate stiffening plate comprises a stiffening plate body (1), wherein the stiffening plate body (1) comprises a first connecting surface (11) and a second connecting surface (12), the first connecting surface (11) is used for being welded on the inner wall of an arch rib steel pipe (4), the second connecting surface (12) is used for being connected with a flange ring (2) of a flange plate, and the steel pipe arch flange plate stiffening plate is characterized in that grooves (111) are respectively arranged on two sides of the first connecting surface (11) in the length direction.
2. The steel pipe arch flange stiffener according to claim 1, characterized in that the first joint face (11) between two of the bevels (111) comprises a blunt edge (112).
3. The steel pipe arch flange stiffener of claim 2, characterized in that the length of the blunt edge (112) is lmm-3 mm.
4. A steel pipe arch flange, characterized in that it comprises a flange ring (2), said flange ring (2) connecting several steel pipe arch flange stiffening plates according to any of claims 1-3.
5. The steel pipe arch flange according to claim 4, characterized in that all the stiffening plate bodies (1) are evenly distributed.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202020448769.0U CN212000591U (en) | 2020-03-31 | 2020-03-31 | Steel pipe arch flange stiffening plate and flange |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202020448769.0U CN212000591U (en) | 2020-03-31 | 2020-03-31 | Steel pipe arch flange stiffening plate and flange |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN212000591U true CN212000591U (en) | 2020-11-24 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202020448769.0U Active CN212000591U (en) | 2020-03-31 | 2020-03-31 | Steel pipe arch flange stiffening plate and flange |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN212000591U (en) |
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2020
- 2020-03-31 CN CN202020448769.0U patent/CN212000591U/en active Active
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