CN211663416U - Adjustable floating platform for construction of pier foundation pile head - Google Patents
Adjustable floating platform for construction of pier foundation pile head Download PDFInfo
- Publication number
- CN211663416U CN211663416U CN202020157243.7U CN202020157243U CN211663416U CN 211663416 U CN211663416 U CN 211663416U CN 202020157243 U CN202020157243 U CN 202020157243U CN 211663416 U CN211663416 U CN 211663416U
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- Prior art keywords
- frames
- foundation pile
- frame
- pile head
- floating platform
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- 238000010276 construction Methods 0.000 title claims abstract description 52
- 229920003023 plastic Polymers 0.000 claims abstract description 5
- 239000004033 plastic Substances 0.000 claims abstract description 5
- 239000006260 foam Substances 0.000 claims abstract description 4
- 229910000831 Steel Inorganic materials 0.000 claims description 7
- 239000010959 steel Substances 0.000 claims description 7
- 230000003014 reinforcing effect Effects 0.000 claims description 6
- 235000017166 Bambusa arundinacea Nutrition 0.000 claims description 3
- 235000017491 Bambusa tulda Nutrition 0.000 claims description 3
- 241001330002 Bambuseae Species 0.000 claims description 3
- 235000015334 Phyllostachys viridis Nutrition 0.000 claims description 3
- 239000011425 bamboo Substances 0.000 claims description 3
- 239000011120 plywood Substances 0.000 claims description 2
- 238000003466 welding Methods 0.000 description 6
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 4
- 238000009434 installation Methods 0.000 description 2
- 238000004519 manufacturing process Methods 0.000 description 2
- 230000001174 ascending effect Effects 0.000 description 1
- 230000008878 coupling Effects 0.000 description 1
- 238000010168 coupling process Methods 0.000 description 1
- 238000005859 coupling reaction Methods 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 239000000463 material Substances 0.000 description 1
- 238000000034 method Methods 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 230000008092 positive effect Effects 0.000 description 1
- 230000000750 progressive effect Effects 0.000 description 1
- 230000002787 reinforcement Effects 0.000 description 1
- 238000005728 strengthening Methods 0.000 description 1
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- Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
- Y02—TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
- Y02A—TECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE
- Y02A10/00—TECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE at coastal zones; at river basins
- Y02A10/11—Hard structures, e.g. dams, dykes or breakwaters
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Abstract
The utility model discloses a floating platform with adjustable be used for construction of pier foundation pile head relates to the technical field of high pile pier foundation pile head construction, including frame, railing and flat platen, the quantity of frame is two, the cross section of two framesAre all shown as
The frame is in a character shape, one ends of the two frames are rotatably connected through a hinge, the other ends of the two frames are movably connected through a bolt, a cylindrical hole is formed in the middle after the two frames are connected, and foam plastics are filled in the two frames; the edges of the upper surfaces of the two frames are provided with railings; the upper surfaces of the two frames are respectively paved with a platform plate. The utility model discloses an each subassembly equipment dismantlement convenience of floating platform with adjustable be used for pier foundation pile head construction, the ship machine equipment quantity that needs when reducing foundation pile head construction has reduced construction cost's input, has stronger suitability in the construction of pier foundation pile, can improve the construction work efficiency that foundation pile head chisels out, connects the stake, presss from both sides stake and pile cap template and sets up, improves the safety guarantee degree.
Description
Technical Field
The utility model relates to a technical field of high pile pier foundation pile head construction especially relates to a floating platform with adjustable.
Background
In the construction of foundation piles in the engineering of high-pile wharves, pile head chiseling, pile splicing, pile clamping and pile cap template erection are involved, and conventionally, a small ship is berthed around the foundation pile for construction of workers, ascending and descending of personnel and material transportation and supply.
The small-size boats and ships are in the intensive region of pile foundation, and current difficulty, the efficiency of construction is low, and the safety guarantee is poor, needs many construction ships during multiple spot operation moreover, and ship machine equipment drops into greatly, and construction cost is high, exists and treats the improvement part.
SUMMERY OF THE UTILITY MODEL
To the problem of the aforesaid production, the utility model aims to provide a floating platform with adjustable be used for pier foundation pile head construction for improve work efficiency, reduce ship machine equipment and drop into, reduceed construction cost.
In order to realize the purpose, the utility model discloses the technical scheme who takes does:
an adjustable floating platform for wharf foundation pile head construction comprises frames, wherein the number of the framesTwo, the cross sections of the two frames are both
The frame comprises two frames, wherein one ends of the two frames are rotatably connected through a hinge, the other ends of the two frames are movably connected through a bolt, a cylindrical hole is formed in the middle of the two frames after the two frames are connected, and foam plastics are filled in the two frames; the rails are mounted at the edges of the upper surfaces of the two frames; and the upper surface of the frame is paved with the platform board.
The adjustable floating platform for construction of the pile head of the foundation pile of the wharf is characterized in that the two frames are formed by welding a plurality of angle steels, and the angle steels are equal-edge angle steels.
Preferably, two the frame all is cuboid hollow structure, two the lateral wall of frame all is equipped with semi-cylindrical hole, semi-cylindrical hole certainly the upper surface of frame runs through to the lower surface, two semi-cylindrical hole forms when two the frame is connected cylindrical hole.
Preferably, the length of each of the two frames is 3m, the width of each of the two frames is 1.4m, the height of each of the two frames is 0.6m, and the diameter of the cylindrical hole is 1.4 m.
Foretell floating platform with adjustable be used for pier foundation pile head construction, wherein, each all the welding has many frames to erect the thick stick on the frame outer wall, many the frame erects the thick stick and is in evenly distributed on the outer wall of frame, many the frame erects the thick stick right the frame is consolidated treatment.
The adjustable floating platform for wharf foundation pile head construction is characterized in that reinforcing ribs are arranged on the side walls of the cylindrical holes and used for reinforcing the structural strength of the cylindrical holes.
Foretell floating platform with adjustable be used for pier foundation pile head construction, wherein, two all be provided with the railing on the railing and erect thick stick and railing whippletree, the railing erects the thick stick and welds along vertical direction on the frame, the railing whippletree welds along the horizontal direction the upper portion that the thick stick was erected to the railing, the railing welding is in on the railing whippletree.
According to the adjustable floating platform for wharf foundation pile head construction, the life buoy and the rope are hung on the two railings, and the life buoy and the rope can be used for saving life after people fall into water, so that safety is guaranteed.
The adjustable floating platform for wharf foundation pile head construction is characterized in that the platform plate is a bamboo plywood.
Preferably, the platform plate is detachably connected to the frame by bolts.
According to the adjustable floating platform for wharf foundation pile head construction, the two frames are provided with the bolt holes at the ends far away from the hinge, and the bolt penetrates through the two bolt holes to realize locking.
The utility model discloses owing to adopt above-mentioned technique, make it compare the positive effect that has with prior art and be:
(1) the utility model discloses a floating platform each subassembly equipment dismantlement convenience with adjustable be used for construction of pier foundation pile head reduces the ship machine equipment quantity that needs when the foundation pile head is under construction, has reduced construction cost's input.
(2) The utility model discloses a floating platform with adjustable be used for construction of pier foundation pile head has stronger suitability in the construction of pier foundation pile, and the operation that the middle trompil size through adjusting the platform board adapts to different diameter foundation piles has nimble efficient characteristics, can improve the construction work efficiency that foundation pile head chiseled, connect the stake, press from both sides the stake and pile cap template is set up, improves the safety guarantee degree.
Drawings
Fig. 1 is a top view of the adjustable floating platform for wharf foundation pile head construction.
Fig. 2 is an elevation view of the adjustable floating platform for pier foundation pile head construction.
Fig. 3 is a side view of the adjustable floating platform for pier foundation pile head construction of the present invention.
In the drawings: 1. a frame; 11. a hinge; 12. a pin hole; 13. a cylindrical hole; 14. a frame vertical bar; 2. a railing; 21. a railing vertical bar; 22. a railing horizontal bar; 3. a platform plate; 4. a life buoy; 5. a rope; 6. and (4) a bolt.
Detailed Description
An object of the utility model is to provide a floating platform with adjustable be used for pier foundation pile head construction, this a floating platform with adjustable be used for pier foundation pile head construction structural design is simple, and simple to operate, can improve work efficiency, reduce the ship machine equipment and drop into, reduceed construction cost.
The technical solutions in the embodiments of the present invention will be described clearly and completely below with reference to the accompanying drawings and specific embodiments of the present invention, and it is obvious that the described embodiments are only some embodiments of the present invention, not all embodiments. Based on the embodiments in the present invention, all other embodiments obtained by a person skilled in the art without creative work belong to the protection scope of the present invention.
Referring to fig. 1, 2 and 3, fig. 1 is a top view of an adjustable floating platform for pier foundation pile head construction according to the present invention; fig. 2 is an elevation view of the adjustable floating platform for pier foundation pile head construction of the present invention; fig. 3 is a side view of the adjustable floating platform for pier foundation pile head construction of the present invention.
The embodiment of the utility model provides a floating platform with adjustable be used for pier foundation pile head construction, including frame 1, railing 2, and terrace plate 3.
Wherein, the number of the frames 1 is two, and the cross sections of the two frames 1 are both
The font, two frames 1 all are cuboid hollow structure, all are equipped with semi-cylindrical hole 13 along width direction at two frames 1, and semi-cylindrical hole 13 runs through to the lower surface from the upper surface of frame 1, and two frames 1 set up symmetrically, and hinge 11 rotatable coupling is passed through to the one end of two frames 1, and the other end of two frames 1 passes through bolt 6 swing joint, and two semi-cylindrical hole 13 form the circle when two frames 1 connectThe cylindrical hole 13 is positioned in the middle of the two frames 1, and foam plastics (not shown in the figure) are filled in the two frames 1, so that the two frames 1 can float on the water surface; the edges of the upper surfaces of the two frames 1 are respectively provided with a railing 2, and the railings 2 surround the upper surfaces of the two frames 1 for a circle and are used as handrails; the upper surfaces of the two frames 1 are respectively paved with a platform plate 3, so that the bearing effect is achieved, and personnel can stand to perform construction operation.
It should be noted that, here
The font is only the general shape of the frame 1 and is only for clarity and convenience of describing the technical solution.
It should also be noted that the terms "one end", "the other end" and "the middle" as used herein are defined with reference to the relative positions of the components in the drawings of the present invention, and are only used for the clarity and convenience of the description of the technical solution, and it should be understood that the application of the terms should not be construed as limiting the scope of the present application.
Compared with the prior art, the utility model provides a floating platform with adjustable, when using, set up two frames 1 in the both sides of pier foundation pile, at this moment, two halves cylindrical hole 13 all towards the foundation pile in the middle of, then draw together two frames 1 along width direction, grasp the foundation pile up cylindrical hole 13, it is visible from this, foretell floating platform with adjustable simple structure, the manufacturing of being convenient for, convenient operation during the use, the installation of being convenient for, can improve work efficiency, reduce the ship machine equipment input, reduced construction cost.
Further, two frames 1 all adopt many angle steel welding to form, use the angle steel welding reinforcement on frame 1's the lateral wall, all weld many frames on each frame 1's the outer wall and erect thick stick 14, many frames erect thick stick 14 evenly distributed on frame 1's outer wall, increase frame 1's structural strength, and foamed plastic adopts the cystosepiment, fills inside frame 1.
In addition, because the reinforcing cylindrical hole 13 is subjected to multiple collisions, reinforcing ribs (not shown in the figure) are arranged on the side wall of the cylindrical hole 13, and when the cylindrical hole 13 surrounds the foundation pile, the two frames 1 are floated and shaken by water waves, so that the reinforcing ribs collide with the foundation pile, and the two frames 1 are prevented from deforming and twisting.
Further, all be provided with railing on two railings 2 and erect pole 21 and railing cross bar 22, railing erects pole 21 and welds on frame 1 along vertical direction, and railing cross bar 22 welds the upper portion that the pole 21 was erected to the railing along the horizontal direction, and railing 2 welds on railing cross bar 22, and railing cross bar 22 and railing are erected pole 21 and are used for strengthening railing 2, and is more safe and reliable.
And life saving equipment such as a life buoy 4 and a rope 5 are hung on the two railings 2 and used for guaranteeing personal safety.
Further optimize above-mentioned technical scheme, landing slab 3 is the bamboo offset plate, and landing slab 3 passes through the bolt and can dismantle with frame 1 and be connected to set up middle hole on landing slab 3, make landing slab 3's shape the same with the shape of frame 1's upper surface.
The utility model discloses an in the embodiment, the one end that hinge 11 was kept away from to two frames 1 all is equipped with bolt hole 12, and bolt 6 runs through two bolt holes 12, realizes opening and shutting.
In addition, at least two hinges 11 are arranged, at least two hinges 11 are fixed on the corner points of the frame 1 through welding, and the bolt holes 12 are steel pipes with the diameter of 50 mm.
Besides, in other embodiments, the two frames 1 may be configured to be a semi-cylindrical structure, the two frames 1 form a cylindrical structure when being connected, a cylindrical hole 13 is reserved in the middle of the two frames 1, and correspondingly, the platform plate 3 is configured to be semi-circular.
In order to facilitate the walking of personnel on the landing slab 3, lay the slipmat on the upper surface of landing slab 3, improve personnel's personal safety.
The utility model discloses a theory of operation is: transporting adjustable floating platform to the surface of water of foundation pile one side on, take bolt 6 out from two bolt holes 12, the one end of two frames 1 rotates round hinge 11, wrap up the foundation pile with cylindrical hole 13 enclosure, draw close two frames 1, pin bolt 6, accomplish adjustable floating platform's installation, personnel can be through foundation pile about platform board 3, carry out the pile head of foundation pile and chisel out, each item construction such as pile head's pile that connects, miniature instrument can also be put to platform board 3's upper surface.
The embodiments in the present description are described in a progressive manner, each embodiment focuses on differences from other embodiments, and the same and similar parts among the embodiments are referred to each other.
The previous description of the disclosed embodiments is provided to enable any person skilled in the art to make or use the present invention. Various modifications to these embodiments will be readily apparent to those skilled in the art, and the generic principles defined herein may be applied to other embodiments without departing from the spirit or scope of the invention. Thus, the present invention is not intended to be limited to the embodiments shown herein but is to be accorded the widest scope consistent with the principles and novel features disclosed herein.
Claims (8)
1. An adjustable floating platform for pier foundation pile head construction, comprising:
the frame (1), the quantity of frame (1) is two, two the cross section of frame (1) all is
The frame structure is characterized in that one ends of the two frames (1) are rotatably connected through a hinge (11), the other ends of the two frames (1) are movably connected through a bolt (6), a cylindrical hole (13) is formed in the middle of the two frames (1) after the two frames (1) are connected, and foam plastics are filled in the two frames (1);
the edges of the upper surfaces of the two frames (1) are provided with the railings (2);
the upper surface of the frame (1) is paved with the platform board (3).
2. The adjustable floating platform for pier foundation pile head construction according to claim 1, wherein both frames (1) are welded by a plurality of angle steels.
3. The adjustable floating platform for pier-based pile-head construction according to claim 2, wherein a plurality of frame vertical bars (14) are welded on the outer wall of each frame (1), and the plurality of frame vertical bars (14) are uniformly distributed on the outer wall of the frame (1).
4. The adjustable floating platform for pier-based pile-head construction according to claim 1, wherein the side walls of the cylindrical bore (13) are provided with reinforcing ribs.
5. The adjustable floating platform for wharf foundation pile head construction according to claim 1, wherein a vertical railing rod (21) and a horizontal railing rod (22) are disposed on each of the railings (2), the vertical railing rod (21) is welded to the frame (1) in a vertical direction, the horizontal railing rod (22) is welded to an upper portion of the vertical railing rod (21) in a horizontal direction, and the railings (2) are welded to the horizontal railing rod (22).
6. The adjustable floating platform for pier foundation pile head construction according to claim 1 or 5, wherein life buoys (4) and ropes (5) are hung on both railings (2).
7. The adjustable floating platform for pier foundation pile head construction according to claim 1, wherein the platform plate (3) is a bamboo plywood.
8. The adjustable floating platform for wharf foundation pile head construction according to claim 1, wherein the two frames (1) are provided with a bolt hole (12) at an end far away from the hinge (11), and the bolt (6) penetrates through the two bolt holes (12) to lock the two frames (1).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202020157243.7U CN211663416U (en) | 2020-02-10 | 2020-02-10 | Adjustable floating platform for construction of pier foundation pile head |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202020157243.7U CN211663416U (en) | 2020-02-10 | 2020-02-10 | Adjustable floating platform for construction of pier foundation pile head |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN211663416U true CN211663416U (en) | 2020-10-13 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202020157243.7U Expired - Fee Related CN211663416U (en) | 2020-02-10 | 2020-02-10 | Adjustable floating platform for construction of pier foundation pile head |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN211663416U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN114892698A (en) * | 2022-06-13 | 2022-08-12 | 中交第二航务工程局有限公司 | Assembly type template for asymmetric double-inclined-pile cast-in-place bearing platform and construction method |
-
2020
- 2020-02-10 CN CN202020157243.7U patent/CN211663416U/en not_active Expired - Fee Related
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN114892698A (en) * | 2022-06-13 | 2022-08-12 | 中交第二航务工程局有限公司 | Assembly type template for asymmetric double-inclined-pile cast-in-place bearing platform and construction method |
| CN114892698B (en) * | 2022-06-13 | 2024-05-17 | 中国海洋大学 | Assembled template for asymmetric double-inclined-pile cast-in-situ bearing platform and construction method |
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| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20201013 |