CN216275617U - U-shaped steel sheet pile of vortex structure padlock - Google Patents
U-shaped steel sheet pile of vortex structure padlock Download PDFInfo
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- CN216275617U CN216275617U CN202122408849.0U CN202122408849U CN216275617U CN 216275617 U CN216275617 U CN 216275617U CN 202122408849 U CN202122408849 U CN 202122408849U CN 216275617 U CN216275617 U CN 216275617U
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- steel sheet
- shaped steel
- lock catch
- sheet pile
- vortex
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- 229910000831 Steel Inorganic materials 0.000 title claims abstract description 73
- 239000010959 steel Substances 0.000 title claims abstract description 73
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims abstract description 32
- 238000009434 installation Methods 0.000 claims description 5
- 238000007789 sealing Methods 0.000 claims description 4
- 238000000034 method Methods 0.000 abstract description 7
- 230000000694 effects Effects 0.000 abstract description 6
- 230000009977 dual effect Effects 0.000 abstract description 3
- 230000008595 infiltration Effects 0.000 abstract description 3
- 238000001764 infiltration Methods 0.000 abstract description 3
- 230000008093 supporting effect Effects 0.000 description 7
- 238000010276 construction Methods 0.000 description 5
- 238000009412 basement excavation Methods 0.000 description 2
- 238000010586 diagram Methods 0.000 description 2
- 230000002349 favourable effect Effects 0.000 description 2
- 238000004519 manufacturing process Methods 0.000 description 2
- 230000009286 beneficial effect Effects 0.000 description 1
- 238000009435 building construction Methods 0.000 description 1
- 239000012153 distilled water Substances 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 239000002689 soil Substances 0.000 description 1
- 230000003068 static effect Effects 0.000 description 1
- 238000004078 waterproofing Methods 0.000 description 1
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Abstract
The utility model relates to a U-shaped steel sheet pile of a vortex structure buckle lock, which comprises a rib plate and wing plates connected to two sides, wherein one end of each wing plate, which is far away from the rib plate, is provided with a vortex structure buckle, each buckle is of a pair of vortex structures which have the same rotation direction and are structurally matched, and a water stop strip is arranged inside each buckle. Simple structure, this steel sheet pile is made by the clod wash technique and forms, and the outer vortex formula hasp thickness homogeneous phase of floor, both sides pterygoid lamina is the same, and the leakproofness is good after the interlocking, and the vortex formula hasp cooperation meets water inflation rubber waterstop, plays the effect of dual stagnant water, effectively prevents rivers infiltration.
Description
Technical Field
The utility model relates to the field of building construction, in particular to a U-shaped steel sheet pile with a spiral structure buckle lock.
Background
In the excavation process of the foundation pit, a steel sheet pile is usually used for supporting the foundation pit. The U-shaped steel sheet pile section structure is reasonable in design, mature process technology is provided, the foundation pit supporting effect can be effectively achieved, and good economic benefits can be obtained. The U-shaped steel sheet pile is designed and produced according to European Union standards, the symmetrical structure is favorable for repeated use, and the U-shaped steel sheet pile has a certain corner amplitude and is favorable for correcting the deviation during construction.
The U-shaped steel sheet piles are mutually meshed through the lock catches to form the cofferdam, and the waterproof effect is poor. When the deep foundation pit is excavated, the waterproof performance requirement on the steel sheet pile is higher, the existing steel sheet pile cannot meet the waterproof requirement during deep foundation pit supporting, the phenomenon of water leakage caused by the fact that the lock catches of two adjacent groups of U-shaped steel sheet piles are not tightly sealed can occur when the deep foundation pit cofferdam is constructed, and the phenomenon has great influence on the construction in the cofferdam.
SUMMERY OF THE UTILITY MODEL
One or more embodiments provide the following technical solutions:
the utility model provides a U type steel sheet pile of vortex structure padlock, includes floor and the pterygoid lamina of connection in both sides, and the cross-section that floor and both sides pterygoid lamina formed is the U type, and the one end that the floor was kept away from to the pterygoid lamina has vortex structure's hasp, and the hasp is the same for a pair of direction of rotation, and structure matched with vortex structure, and wherein the inside waterstop that has of hasp of one side.
The wing plates at two sides and the vertical bisector of the ribbed slab are symmetrically distributed.
The included angle between the wing plates at the two sides and the ribbed plate is 120 degrees.
The lock catch comprises a first lock catch and a second lock catch which are mutually matched in structure and are respectively positioned at one ends of the wing plates at the two sides, which are far away from the ribbed plate.
The first lock catch and the second lock catch are of vortex structures with the same rotation direction, the first lock catch and the second lock catch are matched in size and shape, and after installation, the second lock catch of the front group of U-shaped steel plate piles is in close fit with the first lock catch of the rear group of U-shaped steel plate piles.
And the end point of the vortex structure of the second lock catch is provided with a water stop strip, and the length of the water stop strip is consistent with that of the U-shaped steel sheet pile.
The lock catch is positioned at one end of the wing plate, and the rib plate, the wing plate and the lock catches at the two sides form a whole.
When the first lock catch and the second lock catch are locked and connected, the opening directions of the two adjacent groups of U-shaped steel sheet piles face to the same side.
The thickness of the lock catch is consistent with that of the rib plate and the two side wing plates.
The water stop strip is a water expansion type rubber water stop strip.
The above one or more technical solutions have the following beneficial effects:
1. simple structure, this steel sheet pile is made by the clod wash technique and forms, and the outer vortex formula hasp thickness homogeneous phase of floor, both sides pterygoid lamina is the same, and the leakproofness is good after the interlocking, and the vortex formula hasp cooperation meets water inflation rubber waterstop, plays the effect of dual stagnant water, effectively prevents rivers infiltration.
2. Continue to follow the U type structure of using Larsen steel sheet pile, adjacent two sets of U type steel sheet piles pass through vortex structural connection, form U type opening towards the overall structure with one side, the same arrangement that the opening direction is the same makes the sectional area atress direction of every U type steel sheet pile reasonable more, has improved the supporting effect to the foundation ditch.
Drawings
The accompanying drawings, which are incorporated in and constitute a part of this specification, are included to provide a further understanding of the utility model, and are incorporated in and constitute a part of this specification, illustrate exemplary embodiments of the utility model and together with the description serve to explain the utility model and not to limit the utility model.
Fig. 1 is a schematic cross-sectional structure view of a U-shaped steel sheet pile according to one or more embodiments of the present invention;
FIG. 2 is a schematic diagram illustrating a connection state of two adjacent groups of U-shaped steel plate piles according to one or more embodiments of the present invention;
FIG. 3 is a schematic diagram illustrating a use state of two sets of U-shaped steel sheet piles according to one or more embodiments of the present invention;
in the figure, the water-stop belt comprises a rib plate 1, a rib plate 2, a wing plate 3, a first lock catch 4, a second lock catch 5 and a water-stop belt.
Detailed Description
The following detailed description is exemplary and is intended to provide further explanation of the utility model as claimed. Unless defined otherwise, all technical and scientific terms used herein have the same meaning as commonly understood by one of ordinary skill in the art to which this invention belongs.
As described in the background art, during foundation pit supporting, the U-shaped steel sheet piles can well complete the work of water sealing and soil retaining, but the locking structures at the joints of adjacent steel sheet piles are difficult to obtain a good sealing effect, so that the cofferdam formed by a plurality of groups of U-shaped steel sheet piles has a poor waterproof effect.
The first embodiment is as follows:
as shown in fig. 1-3, a U-shaped steel sheet pile with a vortex-structure lock catch comprises a rib plate 1 and wing plates 2 connected to two sides, wherein one end of each wing plate 2, which is far away from the rib plate 1, is provided with a vortex-structure lock catch.
The wing plates 2 on the two sides and the vertical bisector of the ribbed plate 1 are symmetrically distributed, and the included angle between the wing plates 2 on the two sides and the ribbed plate 1 is 120 degrees.
The lock catch is a vortex structure which is matched with a pair of structures and rotates clockwise or anticlockwise.
The lock catch comprises a first lock catch 3 and a second lock catch 4, taking fig. 1 as an example, when the opening direction of the cross section of the U-shaped steel sheet pile is upward, the first lock catch 3 is located on the left side of the vertical bisector of the U-shaped steel sheet pile, and the second lock catch 4 is located on the right side.
As shown in fig. 2, when the first lock catch 3 is in a vortex structure rotating clockwise, the second lock catch 4 is also in a vortex structure rotating clockwise, and the second lock catch 4 and the first lock catch 3 are matched in size and shape and are tightly combined together after installation.
The vortex structures of the first lock catch 3 and the second lock catch 4 are clockwise or counterclockwise in the same rotation direction, and fig. 2 takes a clockwise direction as an example, and a counterclockwise rotation vortex direction can also be adopted.
The vortex structure end point of the second lock catch 4 is provided with a water stop strip 5, and the length of the water stop strip 5 is consistent with that of the U-shaped steel sheet pile.
As shown in fig. 2-3, when the multiple groups of U-shaped steel sheet piles are connected by the vortex structures at both sides to form the cofferdam, the opening directions of two adjacent groups of U-shaped steel sheet piles are the same, and the second lock catch 4 at one side of one group of U-shaped steel sheet piles is matched with the first lock catch 3 at the other side of the adjacent U-shaped steel sheet piles for locking.
When two adjacent sets of U shaped steel sheet piles utilize first hasp 3 and second hasp 4 to constitute vortex structure's hasp completion to connect, the opening direction of U type is towards one side, can be according to excavation supporting's actual demand, and the opening setting is in the cofferdam inboard or the cofferdam outside, is different from two adjacent sets of Larsen shaped steel sheet piles at present and is the connected mode that opening direction is opposite to make every a set of U shaped steel sheet pile atress even.
The vortex type lock catch is bent at one end of the wing plate 2 and is integrated with the wing plate 2, so that the manufacturing cost is greatly saved, and the manufacturing difficulty is reduced.
The vortex structure direction of rotation of first hasp 3 and second hasp 4 is the same, forms vortex hasp back, closely combines together after adjacent two sets of U shaped steel sheet pile installation, and U type opening orientation is with one side, effectively prevents rivers and passes through, and the sealing strip 5 is extruded by both in the inside space of hasp structure simultaneously, fills the inside space of hasp structure completely, further improves the leakproofness to water.
Meanwhile, the water stop strip 5 has elasticity and resilience, a water expansion type rubber water stop strip with the volume expansion rate of 300% in static distilled water is selected, once the water stop strip 5 is in contact with water immersed in the lock catch, the volume of the water stop strip rapidly expands, the lock catch is extruded to be compact, and finally complete water stop is achieved.
U type steel sheet pile overall structure is bent by the steel sheet and is made, and the vortex hasp thickness of floor, pterygoid lamina and both sides pterygoid lamina tip that obtains through the clod wash is all the same, and the leakproofness is good after the interlocking, and the vortex hasp cooperation meets water inflation rubber waterstop, plays the effect of dual stagnant water, effectively prevents rivers infiltration. The U-shaped structure of the Larsen steel sheet pile is continuously used for the steel sheet pile, and the reasonable sectional area improves the supporting effect on the foundation pit.
The specific operation steps during installation are as follows:
and positioning and paying off at the position of the foundation pit to be supported. Before inserting and driving, the underground construction condition must be familiar, and the central line of the support pile must be accurately discharged.
Further, a pile driver is used for clamping the U-shaped steel sheet pile locked by the vortex structure, and the steel sheet pile is vertically inserted into the ground. As shown in fig. 2, the opening directions of the steel sheet piles combined in pairs are the same, the second lock catch 4 of the front group of steel sheet piles and the first lock catch 3 of the rear group of steel sheet piles are tightly combined, and the water-swelling rubber water stop has good water-proofing capacity by matching with the expansibility of the water-swelling rubber water stop.
Furthermore, in the process of inserting and driving the steel sheet piles, the construction condition of the steel sheet piles needs to be measured at any time, the inclination of the steel sheet piles cannot exceed 2%, and if the inclination is large, the steel sheet piles need to be pulled out and inserted and driven again. In the inserting and driving process, the vortex-type locks of the two steel sheet piles must be accurately butted and cannot be damaged, otherwise, the waterproofness of the steel sheet piles and the reutilization of the steel sheet piles are influenced.
After the construction inside the foundation pit is completed and earthwork is backfilled, the steel sheet piles are sequentially pulled out from one side by using a pile driver, the pile pulling sequence is preferably opposite to the pile driving sequence, and the perpendicularity of the steel sheet piles is still ensured in the pulling process so as to avoid collision and deformation of the steel sheet piles. After the vortex structure is pulled out, the lock of the vortex structure needs to be checked and maintained, and the water-swelling rubber water stop strip needs to be taken out and replaced.
Although the embodiments of the present invention have been described with reference to the accompanying drawings, it is not intended to limit the scope of the present invention, and it should be understood by those skilled in the art that various modifications and variations can be made without inventive efforts by those skilled in the art based on the technical solution of the present invention.
Claims (10)
1. The utility model provides a U shaped steel sheet pile of vortex structure padlock which characterized in that: including floor and the pterygoid lamina of connection in both sides, the cross-section that floor and both sides pterygoid lamina formed is the U type, and the one end that the floor was kept away from to the pterygoid lamina has the hasp of vortex structure, and the hasp is that a pair of direction of rotation is the same, and structure matched with vortex structure, and wherein the hasp inside has the sealing rod of one side.
2. The U-shaped steel sheet pile of a vortex structure padlock of claim 1, characterized in that: the ribbed plates and the perpendicular bisector of the wing plates on the two sides are symmetrically distributed.
3. The U-shaped steel sheet pile of a vortex structure padlock of claim 1, characterized in that: the included angle between the rib plate and the wing plates at the two sides is 120 degrees.
4. The U-shaped steel sheet pile of a vortex structure padlock of claim 1, characterized in that: the lock catch comprises a first lock catch and a second lock catch which are mutually matched in structure and are respectively positioned at one ends of the wing plates at the two sides, which are far away from the rib plate.
5. The U-shaped steel sheet pile of vortex structure padlock of claim 4, characterized in that: the first lock catch and the second lock catch are of vortex structures with the same rotation direction, the first lock catch and the second lock catch are matched in size and shape, and the second lock catch of the front group of U-shaped steel plate piles is matched with the first lock catch of the rear group of U-shaped steel plate piles after installation.
6. The U-shaped steel sheet pile of vortex structure padlock of claim 5, characterized in that: and the end point of the vortex structure of the second lock catch is provided with a water stop strip, and the length of the water stop strip is consistent with that of the U-shaped steel sheet pile.
7. The U-shaped steel sheet pile of a vortex structure padlock of claim 1, characterized in that: the lock catch is positioned at one end of the wing plate, and the rib plate, the wing plate and the lock catches on the two sides form a whole.
8. The U-shaped steel sheet pile of vortex structure padlock of claim 5, characterized in that: when the first lock catch and the second lock catch are locked and connected, the opening directions of the two adjacent groups of U-shaped steel sheet piles face to the same side.
9. The U-shaped steel sheet pile of a vortex structure padlock of claim 1, characterized in that: the thickness of the lock catch is consistent with that of the rib plate and the two side wing plates.
10. The U-shaped steel sheet pile of a vortex structure padlock of claim 1, characterized in that: the water stop strip is a water-swelling rubber water stop strip.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202122408849.0U CN216275617U (en) | 2021-09-30 | 2021-09-30 | U-shaped steel sheet pile of vortex structure padlock |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202122408849.0U CN216275617U (en) | 2021-09-30 | 2021-09-30 | U-shaped steel sheet pile of vortex structure padlock |
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| Publication Number | Publication Date |
|---|---|
| CN216275617U true CN216275617U (en) | 2022-04-12 |
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| Application Number | Title | Priority Date | Filing Date |
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| CN202122408849.0U Expired - Fee Related CN216275617U (en) | 2021-09-30 | 2021-09-30 | U-shaped steel sheet pile of vortex structure padlock |
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| CN (1) | CN216275617U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN114486566A (en) * | 2022-02-15 | 2022-05-13 | 中国矿业大学 | Rock structural surface dynamic bidirectional shearing-seepage visual experiment system |
-
2021
- 2021-09-30 CN CN202122408849.0U patent/CN216275617U/en not_active Expired - Fee Related
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN114486566A (en) * | 2022-02-15 | 2022-05-13 | 中国矿业大学 | Rock structural surface dynamic bidirectional shearing-seepage visual experiment system |
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| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20220412 |