Linear control mounting structure of jetty wharf berthing piece
By adopting a linear control installation structure of horizontal support, hoisting parts, connectors and carriers on the dike dock, the problem of cumbersome height adjustment in the prior art is solved, and the height fine adjustment and work efficiency are improved.
Patent Information
- Application Number
- CN202421555102.5
- Authority / Receiving Office
- CN · China
- Patent Type
- Utility models(China)
- Current Assignee / Owner
- Filing Date
- 2024-07-02
- Publication Date
- 2025-04-22
- Estimated Expiration
- 2034-07-02
AI Technical Summary
The existing dike wharf is cumbersome to adjust the height of the ship parts, resulting in low working efficiency.
A linear controlled installation structure including horizontal support, hoisting member, connecting member and carrier is adopted. The height adjustment of the vessel is achieved through the hoisting screw and the hoisting seat, and the distance between the horizontal support is adjusted through the connecting sleeve and the connecting screw.
The height adjustment process of ship parts is simplified, the working efficiency is improved, and it is suitable for cast-injected piles of different pipe diameters, enhancing the applicability.
Smart Images

Figure CN222782020U_ABST
Abstract
Description
Technical Field
[0001] The present application relates to the field of piers, and in particular to a linear control installation structure for pier berthing parts. Background Art
[0002] A pier is a special type of pier built in a river or other body of water. Its main feature is a peninsula-like platform protruding from the shore. Figure 1 The pier type wharf structure usually includes cast-in-place piles 18, cap beams 19, dock platforms 20 and mooring parts 21, wherein the cast-in-place piles 18 are usually horizontally distributed in multiple groups along the x-axis direction, and each group of cast-in-place piles 18 is distributed in multiple groups along the y-axis direction. Two mooring parts 21 are arranged in each group of cast-in-place piles 18, and the two mooring parts 21 are respectively located on both sides of each group of cast-in-place piles 18 in the y-axis direction. The cap beams 19 are horizontally arranged on the top of each group of cast-in-place piles 18 and the two mooring parts 21 along the y-axis direction, and the dock platform 20 is horizontally arranged on the top of each cap beam 19.
[0003] The mooring parts 21 in the prior art are usually prefabricated parts. After the bored piles 18 are cast and formed, a ground-based support is usually set up to provide temporary and stable support for the mooring parts 21 on both sides of the bored piles 18 in the y-axis direction. Subsequently, a formwork is set up on the top of the bored piles 18 and the mooring parts 21, and a cap beam 19 is formed after casting into the formwork. Finally, a dock platform 20 is formed on the top of the cap beam 19.
[0004] With regard to the above-mentioned prior art, during the cap beam casting process, it is necessary to ensure the consistency of the heights of the ship-supporting parts on both sides of each group of bored piles in the y-axis direction. The method of temporarily and stably supporting the ship-supporting parts by setting up floor-standing brackets makes the operation of adjusting the height position of the ship-supporting parts cumbersome and the work efficiency is low. Utility Model Content
[0005] In order to facilitate the temporary stable support of the mooring parts and to facilitate the adjustment of the height position of the mooring parts to improve work efficiency, the present application provides a linear control installation structure for the mooring parts of a pier.
[0006] The present application provides a linear control installation structure for a pier berthing device, which adopts the following technical solution:
[0007] A linear control installation structure for a pier berthing part comprises a horizontal support part, a lifting part, a connecting part and a bearing part, wherein two horizontal support parts are arranged in parallel and are respectively located on both sides of the x-axis direction of a cast-in-place pile, and the connecting part is used to connect the two horizontal support parts; a plurality of lifting parts are arranged and correspond one to one with the cast-in-place piles, and each of the lifting parts is fixedly installed on each cast-in-place pile, and the lifting part has two groups of vertically arranged lifting screws, and the two groups of lifting screws correspond to the two horizontal support parts respectively, and the horizontal support part is provided with a through hole for the lifting screw to pass through, and the lifting screw is penetrated in the through hole and threadedly matched with a lifting seat; the bearing part is penetrated in the berthing part, and the two horizontal support parts are used to support the bearing part.
[0008] By adopting the above technical scheme, the two horizontal support members are installed on both sides of the cast-in-place pile in the x-axis direction through the lifting members, and the bearing member penetrating the ship-supporting member is moved to the top of the two horizontal support members so that the two horizontal support members support the bearing member to achieve temporary stable support for the ship-supporting member; and when it is necessary to fine-tune the height position of the ship-supporting member in order to ensure the height consistency of the two adjacent ship-supporting members, the lifting seat can be rotated to achieve stable support for the horizontal support member at different height positions, which is convenient and fast, and is conducive to improving the work efficiency of the staff when installing the ship-supporting member to the required height position.
[0009] Optionally, the connecting member includes a connecting sleeve and a connecting screw, the connecting sleeve is rotatably mounted on one of the horizontal support members, the connecting screw is fixedly mounted on the other horizontal support member, and the connecting screw is threadably engaged in the connecting sleeve.
[0010] By adopting the above technical solution, when the connecting sleeve is rotated, the connecting screw drives one of the horizontal support members to move towards the direction close to the other horizontal support member, thereby facilitating the adjustment of the distance between two adjacent horizontal support members, facilitating adaptation to cast-in-place piles of different diameters, and having strong applicability.
[0011] Optionally, the connecting sleeve includes a fixing portion and a sleeve portion, the sleeve portion is rotatably mounted on one end of the fixing portion, the connecting screw is threadedly engaged with the sleeve portion, and a fixing screw is fixedly mounted on one end of the fixing portion away from the sleeve portion, the fixing screw is passed through one of the horizontal support members and is threadedly engaged with a fixing nut.
[0012] By adopting the above technical solution, the cooperation between the fixing screw and the fixing nut makes the fixing structure of the connecting sleeve and the horizontal support member simple and convenient for disassembly and assembly.
[0013] Optionally, a positioning rod for positioning the berthing member is installed on the top of the horizontal support member.
[0014] By adopting the above technical solution, the setting of the positioning rod makes it easy for the staff to quickly install the berthing part to the required designated position.
[0015] Optionally, the horizontal support member is provided with an adjustment hole extending along the length direction thereof, and the positioning rod is fixed to the horizontal support member by an adjustment bolt passing through the adjustment hole.
[0016] By adopting the above technical solution, the setting of the adjusting bolt makes the operation of fixing the positioning rod and the horizontal support member convenient and quick. At the same time, the setting of the adjusting hole facilitates the rapid adjustment of the position of the positioning rod, thereby positioning the berthing part at different positions, and has strong applicability.
[0017] Optionally, the horizontal support member is provided with a pressure assembly, which includes a pressure screw and a pressure plate. The pressure screw is horizontally penetrated through the horizontal support member and is threadedly engaged with the horizontal support member, and the pressure plate is fixedly connected to one end of the pressure screw close to the ship-carrying member.
[0018] By adopting the above technical scheme, when the anchoring member is located between two horizontal support members and the pressure plate is located on one side of the anchoring member, the pressure screw is rotated, and the pressure screw drives the pressure plate to move together, thereby facilitating the micro-adjustment of the horizontal direction of the anchoring member through the pressure of the pressure plate on the anchoring member, and the applicability is strong.
[0019] Optionally, it also includes an oblique support member, one end of which is plugged into the ground and the other end is fixedly installed on the horizontal support member.
[0020] By adopting the above technical solution, the provision of the diagonal bracing members is conducive to further achieving stable support for the horizontal supporting members, thereby fully ensuring the stability of the position of the horizontal supporting members when supporting the berthing members.
[0021] Optionally, the diagonal support member includes a first diagonal support rod, a second diagonal support rod and a diagonal support plate, a movable groove is opened at one end of the first diagonal support rod, the second diagonal support rod is slidably engaged in the movable groove, the second diagonal support rod is fixed to the first diagonal support rod by bolts, the diagonal support plate is rotatably installed on the end of the second diagonal support rod away from the first diagonal support rod, and the diagonal support plate is fixed to the bottom of the horizontal support member by bolts.
[0022] By adopting the above technical solution, the arrangement of the first diagonal brace rod and the second diagonal brace rod facilitates the adjustment of the length of the diagonal brace member, thereby facilitating the diagonal brace member to provide stable support to the horizontal support member at different positions, and has strong applicability.
[0023] In summary, the present application includes at least one of the following beneficial technical effects:
[0024] 1. When it is necessary to fine-tune the height position of the anchoring parts in order to ensure the consistency of the heights of the two adjacent anchoring parts, the lifting seat can be rotated to achieve stable support for the horizontal support members at different heights. This is convenient and fast, and is conducive to improving the work efficiency of the staff when installing the anchoring parts to the required height position.
[0025] 2. When the connecting sleeve is rotated, the connecting screw drives one of the horizontal supports to move toward the other horizontal support, thereby facilitating the adjustment of the distance between two adjacent horizontal supports and facilitating the adaptation to cast-in-place piles of different diameters, with strong applicability.
[0026] 3. When the anchoring member is located between two horizontal support members and the pressure plate is located on one side of the anchoring member, the pressure screw is rotated, and the pressure screw drives the pressure plate to move together, so that it is easy to achieve micro-adjustment of the horizontal direction of the anchoring member through the pressure of the pressure plate on the anchoring member, and the applicability is strong. BRIEF DESCRIPTION OF THE DRAWINGS
[0027] Figure 1 It is a structural schematic diagram of a pier in the background technology.
[0028] Figure 2 It is a schematic diagram of the overall structure of an embodiment of the present application.
[0029] Figure 3 yes Figure 2 A partial enlarged schematic diagram of part A.
[0030] Figure 4 It is a partial cross-sectional schematic diagram of the horizontal support member in the embodiment of the present application.
[0031] Figure 5 yes Figure 4 A partial enlarged schematic diagram of part B.
[0032] Description of reference numerals:
[0033] 1. Horizontal support member; 2. Lifting member; 201. Lifting screw; 202. Lifting seat; 3. Bearing member; 4. Through hole; 5. Connecting sleeve; 501. Fixing part; 502. Sleeve part; 6. Connecting screw; 7. Fixing screw; 8. Fixing nut; 9. Positioning rod; 10. Adjusting hole; 11. Pressure screw; 12. Pressure plate; 13. Rotating handle; 14. First diagonal support rod; 15. Second diagonal support rod; 16. Diagonal support plate; 17. Movable groove; 18. Cast-in-place pile; 19. Cap beam; 20. Wharf platform; 21. Mooring member. DETAILED DESCRIPTION
[0034] The following is combined with Figure 1-5 This application is described in further detail.
[0035] The present application discloses a linear control installation structure for a pier berthing member. Figure 1 and Figure 2 The linear control installation structure of the pier berthing parts includes a horizontal support member 1, a hoisting member 2, a connecting member, a diagonal support member and a bearing member 3. In the embodiment of the present application, each group of cast-in-place piles 18 of the pier are distributed along the y-axis direction. Two horizontal support members 1 are arranged in parallel and are respectively located on both sides of the cast-in-place piles 18 in the x-axis direction. The horizontal support member 1 extends along the y-axis direction.
[0036] Reference Figure 2 and Figure 3 In the embodiment of the present application, the horizontal support member 1 is selected as an I-beam to fully ensure the structural strength of the horizontal support member 1. A plurality of lifting members 2 are provided and are arranged one by one with the cast-in-place piles 18. Each lifting member 2 is fixedly installed on the top of each cast-in-place pile 18. Each lifting member 2 has two sets of vertically arranged lifting screws 201, and the two sets of lifting screws 201 correspond to the two I-beams respectively. Each set of lifting screws 201 is distributed with two along the y-axis direction. The I-beam is provided with a vertically penetrating through hole 4. There are multiple through holes 4 corresponding to the lifting screws 201 one by one, so as to allow each lifting screw 201 to pass through. The lifting screw 201 is penetrated into the I-beam through the through hole 4, and one end of the lifting screw 201 penetrated into the I-beam is threadedly matched with a lifting seat 202 to achieve stable bearing on the I-beam through the lifting seat 202. In addition, by rotating the lifting seat 202, the lifting seat 202 can be fixed at different heights to facilitate the synchronous fine-tuning of the height position of the I-beam, which is convenient and quick.
[0037] Reference Figure 3 and Figure 4 In the embodiment of the present application, the bearing member 3 is selected as a bearing steel pipe, so as to realize stable bearing of the berthing member 21. The bearing steel pipe is horizontally arranged in the berthing member 21 along the x-axis direction, and there are two bearing steel pipes distributed along the y-axis direction, and the two ends of the bearing steel pipe are respectively located at the top of the two I-beams, so that the two I-beams, i.e., the two horizontal support members 1, can realize stable support of the berthing member 21 through the bearing steel pipe.
[0038] Reference Figure 3 and Figure 5 The connecting piece includes a connecting sleeve 5 and a connecting screw 6, wherein the connecting sleeve 5 includes a fixing portion 501 and a sleeve portion 502, the sleeve portion 502 is rotatably mounted on one end of the fixing portion 501, and a fixing screw 7 is fixedly mounted on one end of the fixing portion 501 away from the sleeve portion 502. The fixing screw 7 is passed through the web of one of the I-beams and is threadedly fitted with a fixing nut 8, so that the fixing screw 7 and the fixing nut 8 can be matched to achieve a stable installation between the connecting sleeve 5 and the I-beam.
[0039] In the embodiment of the present application, one end of the connecting screw 6 is fixedly connected to the web of another I-beam by welding, and the other end is threadedly engaged with the sleeve portion 502 to further ensure the connection stability between the two I-beams. When the sleeve portion 502 is rotated, the connecting screw 6 drives one I-beam to move toward or away from the other I-beam, which is convenient for achieving overall adjustment and local micro-adjustment of the distance between the two I-beams, and is conducive to achieving adaptive installation of cast-in-place piles 18 of different diameters, and has strong applicability.
[0040] Continue to refer to Figure 3 and Figure 5 In order to facilitate the rapid installation of the berthing member 21 to the required designated position on the top of the two I-beams, positioning rods 9 are provided on the top of the two I-beams. Specifically, the wing plates on the top of the two I-beams are provided with adjustment holes 10 that penetrate through and extend along their own length direction. The positioning rod 9 is tightly fixed to the two I-beams by two adjusting bolts that are sequentially penetrated through the two adjusting holes 10. The setting of the adjusting bolts makes it convenient and quick to fix the positioning rod 9 to the horizontal support member 1. At the same time, the setting of the adjusting hole 10 facilitates the rapid adjustment of the y-axis position of the positioning rod 9 by screwing the fixing bolts, thereby facilitating the positioning of the berthing member 21 at different y-axis positions, and has strong applicability.
[0041] In order to facilitate the micro-adjustment of the anchoring member 21 in the x-axis direction, the two I-beams are provided with a pressing assembly, which includes a pressing screw 11 and a pressing plate 12. When the anchoring member 21 is fixed to the top of the two I-beams through the load-bearing steel pipe, the pressing plates 12 of the two I-beams are respectively located on both sides of the anchoring member 21 in the x-axis direction. The pressing plate 12 is fixedly installed on one end of the pressing screw 11. The end of the pressing screw 11 away from the pressing plate 12 is horizontally penetrated through the web of the I-beam along the x-axis direction and cooperates with the web thread of the I-beam, so that when the pressing screw 11 rotates, the pressing screw 11 drives the pressing plate 12 to move together, so that the pressing of the anchoring member 21 by the pressing of the pressing plate 12 can be easily adjusted in the horizontal direction, and the applicability is strong. In order to facilitate the application of force to realize the rotation of the pressing screw 11, the end of the pressing screw 11 away from the pressing plate 12 is fixedly connected with a rotating handle 13.
[0042] Reference Figure 3The diagonal brace member includes a first diagonal brace rod 14, a second diagonal brace rod 15 and a diagonal brace plate 16, wherein one end of the first diagonal brace rod 14 is plugged into the ground, and the other end is provided with a movable groove 17 extending along its length direction, the second diagonal brace rod 15 is slidably fitted in the movable groove 17, and the second diagonal brace rod 15 is fixed in the movable groove 17 by a bolt threadedly fitted in the first diagonal brace rod 14, that is, the second diagonal brace rod 15 is fixed to the first diagonal brace rod 14 by a bolt. The diagonal brace plate 16 is rotatably mounted on one end of the second diagonal brace rod 15 away from the first diagonal brace rod 14, and the diagonal brace plate 16 is fixed to the wing plate at the bottom of the I-beam by bolts. The setting of the diagonal brace member is conducive to further realizing the stable support of the horizontal support member 1, and the further setting of the first diagonal brace rod 14 and the second diagonal brace rod 15 facilitates the adjustment of the length of the diagonal brace member, thereby facilitating the diagonal brace member to realize the stable support of the horizontal support member 1 at different heights and horizontal positions, and has strong applicability.
[0043] The implementation principle of the linear control installation structure of the pier dock ship mooring member in the embodiment of the present application is: two I-beams are fixedly installed on both sides of the cast-in-place pile 18x axis direction through the lifting screw 201 of the lifting member 2, and the load-bearing steel pipe passing through the mooring member 21 is moved to the top of the two I-beams so that the wing plates on the top of the two I-beams support the load-bearing steel pipe to achieve temporary stable support for the mooring member 21; when it is necessary to fine-tune the height position of the mooring member 21 to ensure the height consistency of the two adjacent mooring members 21, the height position of the mooring member 21 can be adjusted synchronously by rotating the lifting seat 202 so that the lifting seat 202 can achieve stable support for the I-beam at different height positions, which is convenient and fast, and is conducive to improving the work efficiency of the staff when installing the mooring member 21 to the required height position.
[0044] In addition, the provision of the diagonal bracing members is conducive to further achieving stable support for the I-beams, the provision of the positioning rod 9 is convenient for positioning the docking member 21 and quickly installing the docking member 21 to the required specified position, and the pressure plate 12 of the pressure assembly is convenient for achieving micro-adjustment of the docking member 21 in the x-axis direction, and has strong applicability.
[0045] The above are all preferred embodiments of the present application, and the protection scope of the present application is not limited thereto. Therefore, any equivalent changes made according to the structure, shape, and principle of the present application should be included in the protection scope of the present application.
Claims
1. A linear control installation structure for a pier dock, characterized in that: The invention comprises a horizontal support member (1), a lifting member (2), a connecting member and a bearing member (3), wherein two horizontal support members (1) are arranged in parallel and are respectively located on both sides of the cast-in-place pile (18) in the x-axis direction, and the connecting member is used to connect the two horizontal support members (1); a plurality of lifting members (2) are arranged and correspond to the cast-in-place piles (18) one by one, and each lifting member (2) is respectively fixedly installed on each cast-in-place pile (18); the lifting member (2) has two groups of vertically arranged lifting screws (201), and the two groups of lifting screws (201) correspond to the two horizontal support members (1), respectively; the horizontal support member (1) is provided with a through hole (4) for the lifting screw (201) to pass through, and the lifting screw (201) is inserted into the through hole (4) and is threadedly matched with a lifting seat (202); the bearing member (3) is inserted into the mooring member (21), and the two horizontal support members (1) are used to support the bearing member (3).
2. A linear control installation structure for a pier berthing member according to claim 1, characterized in that: The connecting member comprises a connecting sleeve (5) and a connecting screw (6); the connecting sleeve (5) is rotatably mounted on one of the horizontal supporting members (1); the connecting screw (6) is fixedly mounted on the other horizontal supporting member (1); and the connecting screw (6) is threadedly engaged in the connecting sleeve (5).
3. A linear control installation structure for a pier berthing member according to claim 2, characterized in that: The connecting sleeve (5) comprises a fixing portion (501) and a sleeve portion (502), wherein the sleeve portion (502) is rotatably mounted on one end of the fixing portion (501), the connecting screw (6) is threadedly engaged with the sleeve portion (502), and a fixing screw (7) is fixedly mounted on one end of the fixing portion (501) away from the sleeve portion (502), wherein the fixing screw (7) is passed through one of the horizontal supporting members (1) and is threadedly engaged with a fixing nut (8).
4. The linear control installation structure for a pier berthing member according to claim 1, characterized in that: A positioning rod (9) for positioning the berthing member (21) is installed on the top of the horizontal support member (1).
5. A linear control installation structure for a pier berthing member according to claim 4, characterized in that: The horizontal support member (1) is provided with an adjustment hole (10) extending along its length direction, and the positioning rod (9) is tightly fixed to the horizontal support member (1) by means of an adjustment bolt passing through the adjustment hole (10).
6. The linear control installation structure for a pier berthing member according to claim 1, characterized in that: The horizontal support member (1) is provided with a pressure component, which comprises a pressure screw (11) and a pressure plate (12). The pressure screw (11) is horizontally penetrated through the horizontal support member (1) and is threadedly engaged with the horizontal support member (1). The pressure plate (12) is fixedly connected to one end of the pressure screw (11) close to the berthing member (21).
7. The linear control installation structure for a pier berthing member according to claim 1, characterized in that: It also comprises an oblique support member, one end of which is plugged into the ground and the other end of which is fixedly mounted on the horizontal support member (1).
8. The linear control installation structure for a pier berthing member according to claim 7, characterized in that: The diagonal brace member comprises a first diagonal brace rod (14), a second diagonal brace rod (15) and a diagonal brace plate (16); a movable groove (17) is provided at one end of the first diagonal brace rod (14); the second diagonal brace rod (15) is slidably fitted in the movable groove (17); the second diagonal brace rod (15) is fixed to the first diagonal brace rod (14) by bolts; the diagonal brace plate (16) is rotatably mounted on one end of the second diagonal brace rod (15) away from the first diagonal brace rod (14); and the diagonal brace plate (16) is fixed to the bottom of the horizontal support member (1) by bolts.