CN216551526U - Telescopic pile for fixing floating bridge - Google Patents

Telescopic pile for fixing floating bridge Download PDF

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Publication number
CN216551526U
CN216551526U CN202123027839.9U CN202123027839U CN216551526U CN 216551526 U CN216551526 U CN 216551526U CN 202123027839 U CN202123027839 U CN 202123027839U CN 216551526 U CN216551526 U CN 216551526U
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pile
wall
movable
fixed
sliding
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CN202123027839.9U
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吴镜华
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Guangdong Lanzheng Navigation Technology Co ltd
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Livart Marine Industry Co ltd
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Abstract

The utility model relates to the technical field of ship equipment, and particularly discloses a telescopic pile for fixing a floating bridge, which comprises a fixed pile fixed with the bottom of a water area and hollow inside and a movable pile inserted into the fixed pile, wherein the top or the side wall of the movable pile is provided with an installation position for fixing the floating bridge; the sliding block mechanism is fixedly arranged on the inner wall of the fixed pile or/and the outer wall of the movable pile, and when the sliding block mechanism is fixedly arranged on the inner wall of the fixed pile, the outer wall of the movable pile is provided with a first sliding groove which extends along the length direction of the movable pile and is in sliding fit with the sliding mechanism; when slider mechanism fixed mounting was in the outer wall of activity stake, the inner wall of spud pile seted up along spud pile length direction extend and with slide mechanism sliding fit's second spout. The movable pile of the telescopic pile can be lifted along with the change of water level, and the floating bridge is always positioned on the water surface, so that the load of the telescopic pile is reduced; the sliding block mechanism reduces the friction force between the movable pile and the fixed pile; the arrangement of the first sliding groove or the second sliding groove can prevent the movable pile from rotating relative to the fixed pile.

Description

Telescopic pile for fixing floating bridge
Technical Field
The utility model relates to the technical field of ship equipment, in particular to a telescopic pile for fixing a floating bridge.
Background
The floating bridge is a bridge which is floated on the water surface of a water area and provided with a treading and standing area by using a ship or a buoyancy tank instead of a pier, and in order to prevent the floating bridge from generating distance deviation under the action of water power and wind power, a pile body is required to be arranged to position the floating bridge so that the floating bridge moves in a small range around the pile body to ensure the effective use of the floating bridge. In the use process of the floating bridge, the floating bridge is often installed at the top of the pile body, the pile body is not located below the water surface, and the floating bridge is supported through the buoyancy of the water body. However, for waters such as ports where the tidal range changes greatly, the water level drops when the tide goes back because the size of the pile body is relatively fixed, so that the floating bridge is easily located above the water surface.
SUMMERY OF THE UTILITY MODEL
Therefore, in order to solve the technical problem that the performance of the pile body is greatly influenced by the tidal range, the utility model provides the telescopic pile for fixing the floating bridge, which can adapt to the tidal range change.
A telescopic pile for fixing a floating bridge comprises a fixed pile with a hollow inner part and a movable pile inserted into the fixed pile, wherein the fixed pile is used for being fixedly connected with the bottom of a water area, and the top or the side wall of the movable pile is provided with an installation position for fixing the floating bridge; the sliding block mechanism is fixedly arranged on the inner wall of the fixed pile or/and the outer wall of the movable pile, and when the sliding block mechanism is fixedly arranged on the inner wall of the fixed pile, the outer wall of the movable pile is provided with a first sliding groove which extends along the length direction of the movable pile and is in sliding fit with the sliding mechanism; when slider mechanism fixed mounting was in the outer wall of activity stake, the inner wall of spud pile was seted up and is followed spud pile length direction and extend and with slide mechanism sliding fit's second spout.
In one embodiment, the difference between the inner diameter of the fixed pile and the outer diameter of the movable pile is greater than or equal to two times the thickness of the sliding block mechanism.
In one embodiment, the slider mechanism is welded to the inner wall of the fixed pile or to the outer wall of the movable pile.
In one embodiment, the slider mechanism is bolted to the inner wall of the fixed pile or to the outer wall of the movable pile.
In one embodiment, the slider mechanism is hinged to the inner wall of the fixed pile or to the outer wall of the movable pile.
In one embodiment, the sliding block mechanism comprises at least one sliding block arranged on the inner wall of the fixed pile or the outer wall of the movable pile, when the number of the sliding blocks is greater than or equal to two, the sliding blocks are uniformly arranged on the circumference of the fixed pile or the circumference of the movable pile, and the number and the positions of the first sliding grooves or the second sliding grooves correspond to the number and the positions of the sliding blocks one to one.
In one embodiment, when the sliding block mechanism is fixedly arranged on the inner wall of the fixed pile and the outer wall of the movable pile, the sliding block mechanism comprises a first sliding block arranged at the top of the inner wall of the fixed pile and a second sliding block arranged at the bottom of the outer wall of the movable pile.
In one embodiment, the movable pile is hollow inside, and an end cover is fixedly arranged at the bottom of the movable pile.
In one embodiment, the top of the movable pile is provided with a pile cover, the cross-sectional area of the pile cover is larger than that of the fixed pile, and the pile cover is welded or in threaded connection with the movable pile.
In one embodiment, the fixed pile is of a cylindrical structure or a hollow polygonal prism structure, and the shape of the outer wall of the movable pile is matched with the shape of the inner wall of the fixed pile.
According to the telescopic pile for fixing the floating bridge, the slide block mechanism is arranged between the fixed pile and the movable pile, when the water level of a water area changes, the movable pile is lifted along with the change of the water level, so that the floating bridge is always positioned on the water surface, the buoyancy of the water body provides support for the floating bridge, the load of the fixed pile and the movable pile is reduced, and the service lives of the telescopic pile and the floating bridge are prolonged; the sliding block mechanism can reduce the friction force between the inner wall of the fixed pile and the outer wall of the movable pile and ensure the reliability of the sliding of the movable pile relative to the fixed pile; in addition, through setting up the first spout or the second spout with slider mechanism complex, limited the circumferential motion of activity stake for the spud pile, can prevent that the activity stake from driving the pontoon bridge and rotate or swing for the spud pile to guarantee the reliability of pontoon bridge location, and promote the security when personnel stand on the pontoon bridge.
Drawings
FIG. 1 is a schematic view of a telescopic pile according to an embodiment of the present invention;
fig. 2 is a schematic structural view of a telescopic pile in another state according to an embodiment of the utility model;
fig. 3 is a schematic view of the connection of the slider mechanism to the spud in one embodiment of the present invention.
Detailed Description
In order to make the aforementioned objects, features and advantages of the present invention comprehensible, embodiments accompanied with figures are described in detail below. In the following description, numerous specific details are set forth in order to provide a thorough understanding of the present invention. This invention may, however, be embodied in many different forms and should not be construed as limited to the embodiments set forth herein.
Referring to fig. 1 and 2, the present invention discloses a telescopic pile 10 for fixing a floating bridge, which is adaptable to tidal range changes, the telescopic pile includes a fixed pile 100 with a hollow interior and a movable pile 200 inserted into the fixed pile 100, the fixed pile 100 is used to be fixedly connected with the bottom of a water area, for example, the fixed pile 100 is fixed on a reef at the bottom of the water area through bolts, or is embedded below a base layer at the bottom of the water area through pouring or embedding, and the fixed pile 100 can be fixed on a precast concrete member through a precast concrete member to achieve the purpose of limiting the position of the fixed pile 100. The top or side wall of the movable pile 200 is provided with an installation position for fixing the floating bridge 20, and the installation position can be a preset threaded hole, or a positioning groove or a positioning hole which is formed so as to limit the connection part of the floating bridge 20 and the movable pile 200. In this embodiment, a shock absorbing pad may be further disposed at the installation position of the movable pile 200 to reduce the impact on the movable pile 200 when the floating bridge 20 rocks under the action of water power or wind power, so as to ensure the stability of installation of the movable pile 200 and the fixed pile 100, and to prolong the service life of the two.
The telescopic pile further comprises a sliding block mechanism 300, the sliding block mechanism 300 is fixedly installed on the inner wall of the fixed pile 100 or/and the outer wall of the movable pile 200, and when the sliding block mechanism 300 is fixedly installed on the inner wall of the fixed pile 100, the outer wall of the movable pile 200 is provided with a first sliding groove 220 which extends along the length direction of the movable pile 200 and is in sliding fit with the sliding mechanism; when the sliding block mechanism 300 is fixedly installed on the outer wall of the movable pile 200, the inner wall of the fixed pile 100 is provided with a second sliding groove 110 extending along the length direction of the fixed pile 100 and slidably engaged with the sliding mechanism. That is, the installation of the slider mechanism 300 of the present invention includes three cases: the slider mechanism 300 is separately installed on the fixed pile 100, the slider mechanism 300 is separately installed on the movable pile 200, and the slider mechanism 300 is separately installed on the fixed pile 100 and the movable pile 200. In this embodiment, by arranging the slider mechanism 300 and the first sliding groove 220 (or the second sliding groove 110) on the spud pile 100 and the movable pile 200, circumferential fixation of the movable pile 200 can be achieved, that is, the movable pile 200 is limited to rotate relative to the spud pile 100 by mutual constraint of the side surface of the slider mechanism 300 and the inner side wall of the first sliding groove 220 or the second sliding groove 110, so that the floating bridge 20 is prevented from rotating or swinging relative to the spud pile 100 under the driving of the movable pile 200, the connection between the floating bridge 20 and the movable pile 200 is prevented from being damaged due to impact, the connection stability between the floating bridge 20 and the movable pile 200 is ensured, and the reliability of the arrangement of the floating bridge 20 is further improved.
In one embodiment, spud 100 is a mechanically strong metal tube, such as corrosion resistant stainless steel tube, or may be a prefabricated cement tube or other mechanically strong tube. It should be noted that, in order to ensure that the movable pile 200 can be lifted and lowered along with the water level all the time to adjust the height of the floating bridge 20, so that the floating bridge 20 is always subjected to the buoyancy of the water body, it is required to ensure that the length of the movable pile 200 is smaller than that of the fixed pile 100, and a water storage area communicated with an external water area is arranged between the bottom of the movable pile 200 and the bottom of the fixed pile 100, that is, it is required to ensure that the inner cavity of the fixed pile 100 is communicated with the water area. In this embodiment, a large amount of holes have been seted up near the spud pile 100 bottom in the side of spud pile 100, these holes are used for providing rivers passageway on the one hand for water in the waters gets into this water storage area, so that activity stake 200 goes up and down under water buoyancy, and in addition, through setting up these holes, can prevent fish or the great stone of size or rubbish etc. in the waters from getting into the inner chamber of spud pile 100, and then activity stake 200 is difficult for the decline problem when the tide that the bottom of jack-up activity stake 200 arouses, in order to guarantee the reliability that activity stake 200 goes up and down.
Further, in the present embodiment, the fixed pile 100 has a cylindrical structure or a hollow polygonal column structure, and the outer wall of the movable pile 200 has a shape corresponding to the inner wall of the fixed pile 100, that is, when the fixed pile 100 has a cylindrical structure, the movable pile 200 has a cylindrical structure or a cylindrical structure; when the fixed pile 100 has a hollow polygonal column structure, the movable pile 200 has a hollow polygonal column structure or a polygonal column structure having edges corresponding to the number of the fixed pile 100. Preferably, the movable pile 200 is hollow, that is, a hollow structure, so as to reduce the overall weight and material consumption of the movable pile 200, thereby reducing the processing cost of the movable pile 200. When the interior of the movable pile 200 is hollow, the bottom of the movable pile 200 is fixedly provided with the end cover 210, so that a closed area is formed in the inner cavity of the movable pile 200, the influence on the buoyancy of the movable pile 200 when a water body enters the inner cavity of the movable pile 200 is avoided, and the reliability of the movable pile 200 when the movable pile is lifted along with the change of the water level is ensured.
In an embodiment, the difference between the inner diameter of the fixed pile 100 and the outer diameter of the movable pile 200 is greater than or equal to twice the thickness of the slider mechanism 300, that is, when the slider mechanism 300 is slidably inserted into the first sliding slot 220 or the second sliding slot 110, a certain gap is formed between the bottom of the first sliding slot 220 or the bottom of the second sliding slot 110 of the slider mechanism 300, so as to avoid the problem that the movable pile 200 and the fixed pile 100 are damaged due to excessive friction force caused by direct contact. In this embodiment, the first sliding groove 220 or the second sliding groove 110 serves to limit the sliding track of the movable pile 200 while preventing the movable pile 200 from rotating relative to the fixed pile 100, and reduce the relative shaking between the movable pile 200 and the fixed pile 100.
The slider mechanism 300 may be mounted on the mobile pile 200 or the fixed pile 100 in a variety of alternative ways. In one embodiment, the slider mechanism 300 is welded to the inner wall of the spud pile 100 or to the outer wall of the spud pile 200. In another embodiment, the slider mechanism 300 is bolted to the inner wall of the fixed pile 100 or to the outer wall of the movable pile 200. In yet another embodiment, the slider mechanism 300 is threadedly coupled to the inner wall of the fixed pile 100 or to the outer wall of the movable pile 200. In yet another embodiment, the slider mechanism 300 is hingedly connected to the inner wall of the fixed pile 100 or to the outer wall of the movable pile 200. Referring to fig. 3, fig. 3 is a schematic view illustrating the hinge connection of the slider mechanism 300 and the inner wall of the spud pile 100, in this case, the slider mechanism 300 is a roller structure whose axial direction is perpendicular to the length direction of the spud pile 100, the roller structure is hinge-connected with the inner wall of the spud pile 100, and when the movable pile 200 slides relative to the spud pile 100, the roller structure rotates relative to the hinge-connection with the spud pile 100, so as to further reduce the friction between the movable pile 200 and the spud pile 100.
In one embodiment, the sliding block mechanism 300 includes at least one sliding block installed on the inner wall of the fixed pile 100 or the outer wall of the movable pile 200, when the number of the sliding blocks is greater than or equal to two, the sliding blocks are uniformly arranged on the circumference of the fixed pile 100 or the circumference of the movable pile 200, and the number and the positions of the first sliding grooves 220 or the second sliding grooves 110 correspond to those of the sliding blocks one by one, so that each sliding block is correspondingly embedded into one first sliding groove 220 or one second sliding groove 110. Through setting up a plurality of sliders and corresponding first spout 220 or second spout 110 of slider, increased the cooperation area of activity stake 200 with spud pile 100, improved the stability of the two connection, alleviateed the volume of rocking when activity stake 200 slides for spud pile 100, guaranteed the reliability that pontoon 20 goes up and down. When the sliding block mechanism 300 is fixedly installed on the inner wall of the fixed pile 100 and the outer wall of the movable pile 200, the sliding block mechanism 300 includes a first sliding block installed on the top of the inner wall of the fixed pile 100 and a second sliding block installed on the bottom of the outer wall of the movable pile 200, so as to further increase the contact area between the movable pile 200 and the fixed pile 100 and improve the stability and reliability of relative sliding between the movable pile 200 and the fixed pile 100. It should be noted that, when the first slider and the second slider are respectively disposed on the fixed pile 100 and the movable pile 200, the first slider and the second slider are disposed at an interval, the movable pile 200 is provided with a first sliding chute 220 engaged with the first slider, and the fixed pile 100 is provided with a second sliding chute 110 engaged with the second slider, so as to improve the stability of the engagement between the fixed pile 100 and the movable pile 200.
Referring to fig. 1 again, in one embodiment, a pile cover 400 is disposed on the top of the movable pile 200, the cross-sectional area of the pile cover 400 is greater than that of the fixed pile 100, and the pile cover 400 is welded or screwed to the movable pile 200. Through setting up stake lid 400, can provide the installation position of pontoon 20 on the one hand, on the other hand, through setting up stake lid 400, when not installing pontoon 20, can avoid crossing low excessively because of the waters water level, the drop distance of activity stake 200 is too big, and then causes activity stake 200 to fall into spud pile 100 completely for pontoon 20 installs the emergence of difficulty problem under low water level, thereby guarantees that flexible stake has good flexible effect.
According to the telescopic pile 10 for fixing the floating bridge, the sliding block mechanism 300 is arranged between the fixed pile 100 and the movable pile 200, when the water level of a water area changes, the movable pile 200 is lifted along with the change of the water level, so that the floating bridge 20 is always positioned on the water surface, the buoyancy of the water body can support the floating bridge 20, the load of the fixed pile 100 and the movable pile 200 is reduced, and the service life of the telescopic pile and the floating bridge 20 can be prolonged; the sliding block mechanism 300 can reduce the friction force between the inner wall of the fixed pile 100 and the outer wall of the movable pile 200, and ensure the reliability of the sliding of the movable pile 200 relative to the fixed pile 100; in addition, through the arrangement of the first sliding groove 220 or the second sliding groove 110 matched with the sliding block mechanism 300, the circumferential movement of the movable pile 200 relative to the fixed pile 100 is limited, and the movable pile 200 can be prevented from driving the floating bridge 20 to rotate or swing relative to the fixed pile 100, so that the positioning reliability of the floating bridge 20 is ensured, and the safety of personnel standing on the floating bridge 20 is improved.
The technical features of the embodiments described above may be arbitrarily combined, and for the sake of brevity, all possible combinations of the technical features in the embodiments described above are not described, but should be considered as being within the scope of the present specification as long as there is no contradiction between the combinations of the technical features.
The above-mentioned embodiments only express several embodiments of the present invention, and the description thereof is more specific and detailed, but not construed as limiting the scope of the utility model. It should be noted that, for a person skilled in the art, several variations and modifications can be made without departing from the inventive concept, which falls within the scope of the present invention. Therefore, the protection scope of the present patent shall be subject to the appended claims.

Claims (10)

1. A telescopic pile for fixing a floating bridge comprises a fixed pile with a hollow inner part and a movable pile inserted in the fixed pile, wherein the fixed pile is used for being fixedly connected with the bottom of a water area,
the top or the side wall of the movable pile is provided with an installation position for fixing the floating bridge;
the sliding block mechanism is fixedly arranged on the inner wall of the fixed pile or/and the outer wall of the movable pile, and when the sliding block mechanism is fixedly arranged on the inner wall of the fixed pile, the outer wall of the movable pile is provided with a first sliding groove which extends along the length direction of the movable pile and is in sliding fit with the sliding mechanism; when slider mechanism fixed mounting was in the outer wall of activity stake, the inner wall of spud pile was seted up and is followed spud pile length direction and extend and with slide mechanism sliding fit's second spout.
2. The telescopic pile according to claim 1, wherein the difference between the inner diameter of the fixed pile and the outer diameter of the movable pile is greater than or equal to twice the thickness of the slider mechanism.
3. A telescopic pile according to claim 2, characterised in that the slider mechanism is welded to the inner wall of the fixed pile or to the outer wall of the mobile pile.
4. A telescopic pile according to claim 2, characterised in that the slider mechanism is bolted to the inner wall of the fixed pile or to the outer wall of the mobile pile.
5. A telescopic pile according to claim 2, characterised in that the slider mechanism is hingedly connected to the inner wall of the fixed pile or to the outer wall of the mobile pile.
6. The telescopic pile according to any one of claims 3 to 5, wherein the sliding block mechanism comprises at least one sliding block mounted on the inner wall of the fixed pile or the outer wall of the movable pile, when the number of the sliding blocks is greater than or equal to two, each sliding block is uniformly arranged on the circumference of the fixed pile or the circumference of the movable pile, and the number and the positions of the first sliding grooves or the second sliding grooves correspond to the number and the positions of the sliding blocks one to one.
7. The telescopic pile according to claim 6, wherein when the slider mechanism is fixedly installed on the inner wall of the fixed pile and the outer wall of the movable pile, the slider mechanism comprises a first slider installed on the top of the inner wall of the fixed pile and a second slider installed on the bottom of the outer wall of the movable pile.
8. The telescopic pile according to claim 7, wherein the movable pile is hollow inside, and an end cover is fixedly installed at the bottom of the movable pile.
9. The telescopic pile according to claim 8, wherein a pile cover is provided on the top of the movable pile, the pile cover having a cross-sectional area larger than that of the fixed pile, and the pile cover is welded or screwed to the movable pile.
10. The telescopic pile of claim 9, wherein the fixed pile is of a cylindrical structure or a hollow polygonal prism structure, and the shape of the outer wall of the movable pile is matched with the shape of the inner wall of the fixed pile.
CN202123027839.9U 2021-12-03 2021-12-03 Telescopic pile for fixing floating bridge Active CN216551526U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN202123027839.9U CN216551526U (en) 2021-12-03 2021-12-03 Telescopic pile for fixing floating bridge

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN202123027839.9U CN216551526U (en) 2021-12-03 2021-12-03 Telescopic pile for fixing floating bridge

Publications (1)

Publication Number Publication Date
CN216551526U true CN216551526U (en) 2022-05-17

Family

ID=81539795

Family Applications (1)

Application Number Title Priority Date Filing Date
CN202123027839.9U Active CN216551526U (en) 2021-12-03 2021-12-03 Telescopic pile for fixing floating bridge

Country Status (1)

Country Link
CN (1) CN216551526U (en)

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Date Code Title Description
GR01 Patent grant
GR01 Patent grant
TR01 Transfer of patent right

Effective date of registration: 20231220

Address after: 517000, 2nd floor, No. 141 Longteng Road, Gaopugang, Yuancheng District, Heyuan City, Guangdong Province

Patentee after: Guangdong Lanzheng Navigation Technology Co.,Ltd.

Address before: 518000 17m-18m, Nanyuan maple leaf building, No. 1088, Nanshan Avenue, Dengliang community, Nanshan street, Nanshan District, Shenzhen, Guangdong

Patentee before: LIVART MARINE INDUSTRY CO.,LTD.

TR01 Transfer of patent right