CN210621641U - Large-hole down-the-hole arc door structure capable of preventing water burst - Google Patents
Large-hole down-the-hole arc door structure capable of preventing water burst Download PDFInfo
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- CN210621641U CN210621641U CN201921497125.4U CN201921497125U CN210621641U CN 210621641 U CN210621641 U CN 210621641U CN 201921497125 U CN201921497125 U CN 201921497125U CN 210621641 U CN210621641 U CN 210621641U
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- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 title claims abstract description 110
- 238000011144 upstream manufacturing Methods 0.000 claims abstract description 14
- 238000007789 sealing Methods 0.000 claims description 30
- 230000003014 reinforcing effect Effects 0.000 claims description 15
- 210000000481 breast Anatomy 0.000 claims description 13
- 238000003466 welding Methods 0.000 claims description 10
- 238000009423 ventilation Methods 0.000 claims description 5
- 238000009825 accumulation Methods 0.000 abstract description 7
- 230000002146 bilateral effect Effects 0.000 abstract 1
- 238000010276 construction Methods 0.000 description 2
- 238000010586 diagram Methods 0.000 description 2
- 230000002787 reinforcement Effects 0.000 description 2
- 230000005611 electricity Effects 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 239000002184 metal Substances 0.000 description 1
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Abstract
The utility model discloses a can prevent big aperture down-the-hole arc door structure of gushing water, including big aperture down-the-hole arc door, go up P type water seal arrangement, P type water seal arrangement and top water seal base down, be provided with the breastwall that the top elevation is greater than the highest water level of gushing at big aperture down-the-hole arc door upstream side, be provided with the floodgate wall in the bilateral symmetry of big aperture down-the-hole arc door, be provided with P type water seal arrangement and P type water seal arrangement down respectively at the top of big aperture down-the-hole arc door upstream side, downstream side at top water seal base is provided with the lintel, be provided with respectively on the lintel with last P type water seal arrangement and down on the inclined plane that P type water seal arrangement position corresponds stagnant water bedplate and lower stagnant water bedplate. The utility model discloses a set up the breastwall that the top elevation is greater than the highest water level of gushing in dew top formula radial work gate upstream side, reform transform it into down-the-hole radial gate, make the huge water of gushing that the accumulation landslide formed can not surpass the door top, effectively ensure the safety of down-the-hole radial gate operation.
Description
Technical Field
The utility model relates to a can prevent big hole down-hole arc door structure of gushing water belongs to water and electricity hydraulic engineering metal construction technical field.
Background
For the hydroelectric engineering of high dam and large reservoir, especially the face rockfill dam or core rockfill dam, the spillway or spillway water discharge arc-shaped working gate is the most important water discharge facility. The arc-shaped working gate of the traditional hydropower and water conservancy project generally adopts an exposed top type, for an accumulation body with easy landslide in a warehouse, the expense is usually more in the treatment of gate-down water storage in a power station, the engineering economy is too poor to establish due to more investment, if the treatment is not carried out before the gate-down water storage in the power station, the arc-shaped working gate is damaged due to the fact that huge water burst generated by the accumulation body landslide exceeds the negative pressure formed after the water burst passes through the top of the gate during the subsequent water storage period and the normal operation period of the power station, sometimes, the dam break is even caused, and major engineering accidents are caused; therefore, the existing technology is still not perfect and needs to be further improved.
SUMMERY OF THE UTILITY MODEL
An object of the utility model is to provide a can prevent big hole down-the-hole radial gate structure of gushing water to overcome not enough among the prior art.
The technical scheme of the utility model: the large-hole down-the-hole arc door structure capable of preventing water burst comprises a large-hole down-the-hole arc door, an upper P-type water sealing device, a lower P-type water sealing device and a top water sealing base, wherein a breast wall with the top elevation larger than the highest water burst level is arranged on the upstream side of the large-hole down-the-hole arc door, gate walls are symmetrically arranged on two sides of the large-hole down-the-hole arc door, the upper P-type water sealing device and the lower P-type water sealing device are respectively arranged on the top of the upstream side of the large-hole down-the-hole arc door, a door lintel is arranged on the downstream side of the top water sealing base, and an inclined upper water sealing seat plate and a lower water sealing seat plate which correspond to the upper P-type water sealing device and the.
Further, the top water seal base comprises a T-shaped supporting plate welded to the top of the upstream side of the large-hole down-the-hole arc door, an L-shaped inclined supporting plate is welded to the T-shaped supporting plate, an upper reinforcing plate is welded between the L-shaped inclined supporting plate and the large-hole down-the-hole arc door, a lower reinforcing plate is welded between the T-shaped supporting plate and the large-hole down-the-hole arc door, the upper P-shaped water seal device is fixedly connected to the L-shaped inclined supporting plate through bolts, and the lower P-shaped water seal device is fixedly connected to the T-shaped supporting plate through bolts.
Furthermore, a row of vertical ventilation bent pipes leading to the top of the breast wall are arranged at the lower part of the lower P-shaped water sealing device of the door head.
Furthermore, two L-shaped vent pipes leading to the top of the gate wall are symmetrically arranged on the gate walls on two sides of the lower part of the lower P-shaped water sealing device of the door head.
Further, the large-hole down-the-hole arc door comprises a door leaf, an upper support arm, an upper middle support arm, a middle lower support arm, a lower support arm, upper branch underpants, lower branch underpants, main underpants and a hinge device, wherein the hinge device is fixedly connected with the main underpants through bolts, the upper branch underpants and the lower branch underpants are fixedly connected with the main underpants through bolts respectively, the upper branch underpants are welded with the upper support arm and the middle lower support arm respectively, the lower branch underpants are welded with the middle lower support arm and the lower support arm respectively, and the upper support arm, the middle lower support arm and the lower support arm are fixedly connected with the door leaf through bolts.
Furthermore, the upper support arm, the middle and lower support arms and the lower support arm have the same structure and respectively comprise a web plate and flange plates symmetrically welded on two sides of the web plate, front end plates are welded at the end parts of the web plate and the flange plates, and the front end plates are fixedly connected with the door leaf through bolts.
Furthermore, the total underpants comprise a total underpants end plate, an upper bottom plate and a lower bottom plate which are arranged at an obtuse angle, total underpants webs are welded between the total underpants end plate and the upper bottom plate as well as between the total underpants end plate and the lower bottom plate, total underpants flange plates are welded on two sides of each total underpants web, and reinforcing rib plates are welded between the total underpants flange plates and the total underpants end plate.
Furthermore, the upper underpants comprise an upper base plate and upper underpants webs symmetrically welded on the upper base plate, upper underpants flange plates are welded on two sides of the upper underpants webs, and reinforcing rib plates are welded between the upper underpants flange plates and the upper base plate.
Furthermore, the lower underpants comprise a lower bottom plate and lower underpants webs symmetrically welded on the lower bottom plate, lower underpants wing edge plates are welded on two sides of each lower underpants web, and reinforcing rib plates are welded between the lower underpants wing edge plates and the lower bottom plate.
Due to the adoption of the technical scheme, the utility model has the advantages of:
(1) the utility model discloses a set up the breastwall that the top elevation is greater than the highest gushing water level in dew top formula radial work gate upstream side, reform transform it into the down-the-hole radial gate, make the huge gushing water that the accumulation landslide formed can not surpass the door top, effectively ensure the safety of down-the-hole radial gate operation, and the cost of the relative processing accumulation body of the engineering investment that increases is low, usually can not produce the influence to the project establishment;
(2) the upper P-type water seal device is tightly attached to an upper water stop seat plate on the inclined plane of a breast wall downstream door head, the lower P-type water seal device is tightly attached to a lower water stop seat plate of the breast wall downstream door head, a row of vertical ventilating bent pipes are arranged at the lower part of the lower P-type water seal device and led to the top of the breast wall, two L-shaped ventilating pipes are symmetrically arranged on the gate walls on two sides and led to the top of the gate wall, so that air bag pressure formed by huge water gushing is released through the ventilating bent pipes and the L-shaped ventilating pipes, and damage to the door top and the water seal on the top of the door is reduced;
(3) aiming at the problems of large size of an orifice of a water discharge arc-shaped working gate of a spillway or a spillway tunnel and ultrahigh height of support arm underpants, the problem of large transportation is solved by adopting a mode of welding support arms after the branch underpants and the main underpants are connected into a whole through bolts on site, the support arms adopt a four-support-arm mode, and the upper support arms are arranged at the positions of the top of a gate close to a top water seal to enhance the top rigidity of gate leaves of the gate, so that the integral water surge resistance and air bag impact load resistance of the gate are effectively improved;
(4) the upper support arm, the middle and lower support arm, the upper underpants and the lower underpants are in a staggered welding mode, stress concentration generated by welding is reduced, and the welding quality of the component on site is improved.
Drawings
Fig. 1 is a schematic structural diagram of the present invention;
FIG. 2 is a top view of FIG. 1;
FIG. 3 is an enlarged view A of FIG. 1;
FIG. 4 is an enlarged view of a portion of FIG. 3;
FIG. 5 is a schematic structural view of the present invention (without a large-hole down-the-hole arc door);
FIG. 6 is a top view of FIG. 5;
FIG. 7 is a cross-sectional view B-B of FIG. 5;
FIG. 8 is a front view of the schematic structure of the upper crotch;
FIG. 9 is a left side view of FIG. 8;
FIG. 10 is a top view of FIG. 8;
FIG. 11 is a front view of the structure of the under-crotch pant;
FIG. 12 is a left side view of FIG. 11;
FIG. 13 is a top view of FIG. 11;
FIG. 14 is a front view of the schematic construction of the overall pant;
FIG. 15 is a left side view of FIG. 14;
fig. 16 is a top view of fig. 14.
Description of reference numerals: 1-large-hole down-the-hole arc door, 2-breast wall, 3-upper P-type water seal device, 4-lower P-type water seal device, 5-top water seal base, 6-L-type inclined support plate, 7-T-shaped support plate, 8-upper reinforcement plate, 9-lower reinforcement plate, 10-lintel, 11-inclined-surface upper water stop seat plate, 12-lower water stop seat plate, 13-vertical ventilation bent pipe, 14-gate wall, 15-L-type ventilation pipe, 16-door leaf, 17-upper support arm, 18-middle upper support arm, 19-middle lower support arm, 20-lower support arm, 21-upper crotch, 22-lower crotch, 23-total crotch, 24-hinge device, 25-bolt, 26-front end plate, 27-flange plate, 28-web plate, 29-upper crotch flange plate, 30-upper underpants web, 31-upper bottom plate, 32-reinforcing rib plate, 33-lower underpants wing edge plate, 34-lower underpants web, 35-lower bottom plate, 36-total underpants wing edge plate, 37-total underpants web and 38-total underpants end plate.
Detailed Description
In order to make the objects, technical solutions and advantages of the present invention clearer, the present invention is further described in detail with reference to the accompanying drawings and examples.
The embodiment of the utility model provides a: the structural schematic diagram of a large-hole down-the-hole arc door structure capable of preventing water burst is shown in fig. 1-7, and comprises a large-hole down-the-hole arc door 1, an upper P-type water sealing device 3, a lower P-type water sealing device 4 and a top water sealing base 5, wherein a breast wall 2 with the top height larger than the highest water burst level is arranged on the upstream side of the large-hole down-the-hole arc door 1, gate walls 14 are symmetrically arranged on two sides of the large-hole down-the-hole arc door 1, the top of the upstream side of the large-hole down-the-hole arc door 1 is respectively provided with the upper P-type water sealing device 3 and the lower P-type water sealing device 4, a door lintel 10 is arranged on the downstream side of the top water sealing base 5, and an inclined upper water sealing seat plate 11 and a lower water sealing seat plate 12 which correspond to the positions of the upper P-.
Referring to fig. 3 and 4, the top water seal base 5 comprises a T-shaped support plate 7 welded to the top of the upstream side of the large-opening down-the-hole arc door 1, an L-shaped inclined support plate 6 is welded to the T-shaped support plate 7, an upper reinforcing plate 8 is welded between the L-shaped inclined support plate 6 and the large-opening down-the-hole arc door 1, a lower reinforcing plate 9 is welded between the T-shaped support plate 7 and the large-opening down-the-hole arc door 1, the upper P-type water seal device 3 is fixedly connected to the L-shaped inclined support plate 6 through a bolt 25, and the lower P-type water seal device 4 is fixedly connected to the T-shaped support plate 7 through a bolt 25.
Referring to fig. 5-7, a row of vertical ventilation elbows 13 leading to the top of the breast wall 2 are arranged on the lower part of the lower P-type water sealing device 4 of the door lintel 10; the door lintel 10 is symmetrically provided with two L-shaped vent pipes 15 which are led to the top of a gate wall 14 on two side gate walls 14 at the lower part of the lower P-shaped water sealing device 4.
Referring to fig. 1 and 2, the large-hole down-the-hole arc door 1 comprises a door leaf 16, an upper support arm 17, an upper middle support arm 18, a middle lower support arm 19, a lower support arm 20, upper branched underpants 21, lower branched underpants 22, main underpants 23 and a hinge device 24, wherein the hinge device 24 is fixedly connected with the main underpants 23 through bolts 25, the upper branched underpants 21 and the lower branched underpants 22 are respectively fixedly connected with the main underpants 23 through bolts 25, the upper support arm 17 and the middle upper support arm 18 are respectively welded on the upper branched underpants 21, the middle lower support arm 19 and the lower support arm 20 are respectively welded on the lower branched underpants 22, and the upper support arm 17, the middle upper support arm 18, the middle lower support arm 19 and the lower support arm 20 are all fixedly connected with the door leaf 16 through bolts 25. The upper support arm 17, the middle support arm 18, the middle and lower support arms 19 and the lower support arm 20 have the same structure and respectively comprise a web plate 28 and flange plates 27 symmetrically welded on two sides of the web plate 28, front end plates 26 are welded at the end parts of the web plate 28 and the flange plates 27, and the front end plates 26 are fixedly connected with the door leaf 16 through bolts 25.
Referring to fig. 14-16, the total underpants 23 comprise a total underpants end plate 38, an upper bottom plate 31 and a lower bottom plate 35 which are arranged at an obtuse angle, total underpants webs 37 are welded between the total underpants end plate 38 and the upper bottom plate 31 and the lower bottom plate 35, total underpants flange plates 36 are welded on two sides of the total underpants web 37, and reinforcing ribs 32 are welded between the total underpants flange plates 36 and the total underpants end plate 38.
Referring to fig. 8-10, the upper underpants 21 comprise an upper bottom plate 31 and an upper underpants web 30 symmetrically welded on the upper bottom plate 31, wherein the upper underpants flange plates 29 are welded on two sides of the upper underpants web 30, and a reinforcing rib plate 32 is welded between the upper underpants flange plates 29 and the upper bottom plate 31.
Referring to fig. 11-13, the lower underpants 22 comprise a lower bottom plate 35 and lower underpants webs 34 symmetrically welded on the lower bottom plate 35, wherein the lower underpants wing edge plates 33 are welded on two sides of the lower underpants webs 34, and reinforcing ribs 32 are welded between the lower underpants wing edge plates 33 and the lower bottom plate 35.
The utility model discloses a theory of operation: the utility model discloses a set up the breast wall 2 that the top elevation is greater than the highest gushing water level in dew top formula radial work gate upstream side, reform transform it into down-the-hole radial gate, make the huge gushing water that the accumulation body landslide formed can not exceed the door top, effectively ensure the safety of down-the-hole radial gate operation, and the cost of the relative processing accumulation body of the engineering investment that increases is low, usually can not produce the influence to the project establishment; in addition, an upper P-type water sealing device and a lower P-type water sealing device are arranged at the obtuse angle of the top of the down-hole arc door, the upper P-type water sealing device 3 is tightly attached to an upper water stop seat plate 11 on the inclined surface of a downstream door head 10 of the breast wall 2, the lower P-type water sealing device 4 is tightly attached to a lower water stop seat plate 12 of the downstream door head 10 of the breast wall 2, a row of vertical ventilating bent pipes 13 are arranged at the lower part of the lower P-type water sealing device 4 and led to the top of the breast wall 2, two L-shaped ventilating pipes 15 are symmetrically arranged on the gate walls 14 at two sides and led to the top of the gate wall 14, so that the air bag pressure formed by huge water burst is released through the ventilating bent pipes 13 and the L-shaped; in addition, aiming at the problems of large size of the orifice of the water discharge arc-shaped working gate of the spillway or the spillway tunnel and ultrahigh height of the support arm underpants, the problem of large transportation is solved by adopting a mode of welding the branch underpants and the main underpants 23 with the support arms after being connected into a whole through bolts on site, the support arms adopt a four-support-arm mode, the upper support arms 17 are arranged at the positions of the top of the gate and close to the top water seal to enhance the top rigidity of gate leaves 16, and the capability of resisting water gushing and air bag impact load of the whole gate is effectively improved; in addition, the upper support arm 17, the middle and upper support arm 18, the middle and lower support arms 19, the lower support arm 20, the upper underpants 21 and the lower underpants 22 adopt a staggered welding mode, so that stress concentration generated by welding is reduced, and the welding quality of a component site is improved.
Claims (9)
1. The utility model provides a can prevent big aperture down-the-hole radial gate structure of gushing water, includes big aperture down-the-hole radial gate (1), goes up P type water seal arrangement (3), lower P type water seal arrangement (4) and top water seal base (5), its characterized in that: the water-saving type underground water-saving gate is characterized in that a breast wall (2) with the top elevation larger than the highest water inrush level is arranged on the upstream side of a large-hole down-the-hole arc gate (1), gate walls (14) are symmetrically arranged on two sides of the large-hole down-the-hole arc gate (1), an upper P-type water sealing device (3) and a lower P-type water sealing device (4) are respectively arranged on the top of the upstream side of the large-hole down-the-hole arc gate (1), a gate head (10) is arranged on the downstream side of a top water sealing base (5), and an inclined-surface upper water-stopping seat plate (11) and a lower water-stopping seat plate (12) corresponding to the upper P-type water sealing device (3) and the lower P-type.
2. The water inrush resistant large bore down-the-hole radial gate structure of claim 1, further comprising: the top water seal base (5) comprises a T-shaped supporting plate (7) welded to the top of the upstream side of a large-hole-opening down-the-hole arc door (1), an L-shaped inclined supporting plate (6) is welded to the T-shaped supporting plate (7), an upper reinforcing plate (8) is welded between the L-shaped inclined supporting plate (6) and the large-hole-opening down-the-hole arc door (1), a lower reinforcing plate (9) is welded between the T-shaped supporting plate (7) and the large-hole-opening down-the-hole arc door (1), an upper P-shaped water seal device (3) is fixedly connected to the L-shaped inclined supporting plate (6) through a bolt (25), and a lower P-shaped water seal device (4) is fixedly connected to the T-shaped supporting plate (7) through the bolt.
3. The water inrush resistant large bore down-the-hole radial gate structure of claim 1, further comprising: and a row of vertical ventilation bent pipes (13) leading to the top of the breast wall (2) are arranged at the lower part of the lower P-shaped water seal device (4) of the door head (10).
4. The water inrush resistant large bore down-the-hole radial gate structure of claim 1, further comprising: two L-shaped vent pipes (15) leading to the top of the gate wall (14) are symmetrically arranged on the gate walls (14) on two sides of the lower part of the lower P-shaped water seal device (4) of the door head (10).
5. The water inrush resistant large bore down-the-hole radial gate structure of claim 1, further comprising: the large-aperture down-the-hole arc door (1) comprises a door leaf (16), an upper support arm (17), an upper middle support arm (18), a middle lower support arm (19), a lower support arm (20), upper branch underpants (21), lower branch underpants (22), total underpants (23) and a hinge device (24), wherein the hinge device (24) is fixedly connected with the total underpants (23) through bolts (25), the upper branch underpants (21) and the lower branch underpants (22) are fixedly connected with the total underpants (23) through bolts (25), the upper branch underpants (21) are respectively welded with the upper support arm (17) and the middle lower support arm (18), the lower branch underpants (22) are respectively welded with the middle lower support arm (19) and the lower support arm (20), and the upper support arm (17), the middle upper support arm (18), the middle support arm (19) and the lower support arm (20) are fixedly connected with the door leaf (16) through bolts (25).
6. The water inrush preventable large bore down-the-hole radial gate structure of claim 5, wherein: the structure of going up support arm (17), well middle and upper support arm (18), well lower support arm (19) and lower support arm (20) is the same, all includes web (28) and symmetrical flange board (27) of welding in web (28) both sides, has front end plate (26) in the tip welding of web (28) and flange board (27), and front end plate (26) pass through bolt (25) and door leaf (16) fixed connection.
7. The water inrush preventable large bore down-the-hole radial gate structure of claim 5, wherein: the total underpants (23) comprise a total underpants end plate (38), an upper bottom plate (31) and a lower bottom plate (35) which are arranged at an obtuse angle, total underpants webs (37) are welded between the total underpants end plate (38) and the upper bottom plate (31) and the lower bottom plate (35), total underpants flange plates (36) are welded on two sides of the total underpants webs (37), and reinforcing rib plates (32) are welded between the total underpants flange plates (36) and the total underpants end plate (38).
8. The water inrush preventable large bore down-the-hole radial gate structure of claim 5, wherein: the upper distribution underpants (21) comprise an upper base plate (31) and upper underpants webs (30) symmetrically welded on the upper base plate (31), upper underpants flange plates (29) are welded on two sides of the upper underpants webs (30), and reinforcing rib plates (32) are welded between the upper underpants flange plates (29) and the upper base plate (31).
9. The water inrush preventable large bore down-the-hole radial gate structure of claim 5, wherein: the lower underpants (22) comprise a lower bottom plate (35) and lower underpants webs (34) symmetrically welded on the lower bottom plate (35), lower underpants wing edge plates (33) are welded on two sides of the lower underpants webs (34), and reinforcing rib plates (32) are welded between the lower underpants wing edge plates (33) and the lower bottom plate (35).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201921497125.4U CN210621641U (en) | 2019-09-10 | 2019-09-10 | Large-hole down-the-hole arc door structure capable of preventing water burst |
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201921497125.4U CN210621641U (en) | 2019-09-10 | 2019-09-10 | Large-hole down-the-hole arc door structure capable of preventing water burst |
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| CN210621641U true CN210621641U (en) | 2020-05-26 |
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| CN201921497125.4U Active CN210621641U (en) | 2019-09-10 | 2019-09-10 | Large-hole down-the-hole arc door structure capable of preventing water burst |
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Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110541407A (en) * | 2019-09-10 | 2019-12-06 | 中国电建集团贵阳勘测设计研究院有限公司 | Large-hole down-the-hole arc door capable of preventing water burst |
-
2019
- 2019-09-10 CN CN201921497125.4U patent/CN210621641U/en active Active
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110541407A (en) * | 2019-09-10 | 2019-12-06 | 中国电建集团贵阳勘测设计研究院有限公司 | Large-hole down-the-hole arc door capable of preventing water burst |
| CN110541407B (en) * | 2019-09-10 | 2024-02-13 | 中国电建集团贵阳勘测设计研究院有限公司 | Large-aperture down-the-hole arc door capable of preventing water from rushing |
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