CN217758901U - A take out fast and fill up device for open caisson construction control differential settlement - Google Patents
A take out fast and fill up device for open caisson construction control differential settlement Download PDFInfo
- Publication number
- CN217758901U CN217758901U CN202221595145.7U CN202221595145U CN217758901U CN 217758901 U CN217758901 U CN 217758901U CN 202221595145 U CN202221595145 U CN 202221595145U CN 217758901 U CN217758901 U CN 217758901U
- Authority
- CN
- China
- Prior art keywords
- cushion cap
- ring connection
- bearing platform
- around
- open caisson
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Active
Links
Images
Landscapes
- Placing Or Removing Of Piles Or Sheet Piles, Or Accessories Thereof (AREA)
Abstract
The utility model relates to a take out pad device fast for uneven settlement of open caisson construction control, including the axle pole setting, the cushion cap is connected to the one-level ring, second grade ring connection cushion cap and cushion cap connecting sleeve, pass through cushion cap connecting sleeve between one-level ring connection cushion cap and the second grade ring connection cushion cap, the cushion cap is connected to the one-level ring, second grade ring connection cushion cap and cushion cap connecting sleeve are arranged with one heart, gliding axle pole setting about installing in the cushion cap connecting sleeve, the jump bit has been cup jointed on axle pole setting upper portion, axle pole setting lower extreme is connected with the bottom cushion cap, the one-level ring connection cushion cap is all around the circumference evenly to install a plurality of sword, a plurality of sword is evenly arranged around the second grade ring connection cushion cap and around the bottom cushion cap, a plurality of pulley has all around and around the bottom cushion cap all evenly arranged of second grade ring connection cushion cap. The utility model discloses can reach and put the pad fast, take out and fill up and rectify, the operating efficiency is higher, labour saving and time saving more, and the work progress is safer.
Description
Technical Field
The utility model relates to a construction auxiliary assembly technical field especially relates to a take out fast and fill up device that is used for uneven settlement of open caisson construction control.
Background
Because in the open caisson work progress, can incline then and take place angular deviation because the uncontrollable nature of cutting earth when the open caisson walling crib sinks, lead to the open caisson walling crib can not sink according to predetermineeing the orbit level, consequently need research how to solve above-mentioned problem.
Disclosure of Invention
The utility model aims to solve the technical problem that a take out fast and fill up device for uneven settlement of open caisson construction control is provided, can reach and put the pad fast, take out the pad and rectify, the operating efficiency is higher, labour saving and time saving more, and the work progress is safer.
The utility model provides a technical scheme that its technical problem adopted is: the utility model provides a take out pad device fast for uneven settlement of open caisson construction control, including axle pole setting, one-level ring connection cushion cap, second grade ring connection cushion cap, bottom cushion cap and cushion cap adapter sleeve, one-level ring connection cushion cap and second grade ring connection cushion cap between through cushion cap adapter sleeve, this one-level ring connection cushion cap, second grade ring connection cushion cap and cushion cap adapter sleeve are arranged with one heart, cushion cap adapter sleeve in install gliding axle pole setting from top to bottom, the upper and lower both ends of this axle pole setting run through one-level ring connection cushion cap and second grade ring connection cushion cap respectively, axle pole setting upper portion cup jointed the jump bit, this axle pole setting lower extreme is connected with the bottom cushion cap, the circumference of surrounding of one-level ring connection cushion cap evenly install a plurality of sword, a plurality of sword along the circumference of second grade ring connection cushion cap and evenly arrange all around the bottom cushion cap, this pulley is used for guiding the sword all around of second grade ring connection cushion cap.
As right technical scheme a supplement, axle pole setting upper end install the lug.
As right technical scheme a supplement, axle pole setting lower extreme be equipped with the scale mark.
As a supplement to the technical scheme of the utility model, sword upper end pass through bolt and one-level ring connection cushion cap and rotate to be connected.
As right technical scheme a supplement, bottom cushion cap middle part seted up the screw interface, this screw interface connects with axle pole setting lower extreme soon.
As a supplement to the technical solution of the present invention, the bottom bearing platform is uniformly arranged with a plurality of inner diameter support rods around the spiral connector.
Has the advantages that: the utility model relates to a quick pad-drawing device for controlling uneven settlement in open caisson construction, which can quickly put, draw and correct the position, has higher operation efficiency, saves more time and labor and is safer in the construction process; the device is beneficial to improving the efficiency of inclination correction of the pipe wall in the open caisson construction process, has stronger novelty and creativity, ensures the construction quality and safety, and improves the construction progress and the advancement of operation.
Drawings
Fig. 1 is a front view of the present invention;
fig. 2 is a top view of the present invention;
fig. 3 is a schematic structural view of the primary circular ring connecting bearing platform, the secondary circular ring connecting bearing platform and the bearing platform connecting sleeve of the present invention;
fig. 4 is a schematic structural view of the bottom platform according to the present invention;
FIG. 5 is a schematic structural view of the present invention before open caisson construction;
fig. 6 is a schematic structural view of the open caisson construction of the present invention.
The figure is as follows: 1. the device comprises a shaft vertical rod, 2, a lifting lug, 3, an impact hammer, 4, a scale mark, 5, a first-stage circular ring connecting bearing platform, 6, a second-stage circular ring connecting bearing platform, 7, a knife edge, 8, a bolt plug, 9, a pulley, 10, a bottom bearing platform, 11, a bearing platform connecting sleeve, 12, an inner diameter supporting rod, 13 and a spiral connector.
Detailed Description
The present invention will be further described with reference to the following specific examples. It should be understood that these examples are for illustrative purposes only and are not intended to limit the scope of the present invention. Furthermore, it should be understood that various changes and modifications of the present invention may be made by those skilled in the art after reading the teachings of the present invention, and these equivalents also fall within the scope of the appended claims.
The utility model discloses an embodiment relates to a take out fast and fill up device for uneven settlement of open caisson construction control, as shown in fig. 1-6, before the open caisson construction, the open caisson sword foot uses the sand cushion, and the sand cushion upper berth is set for the offset wood, is used for protecting open caisson sword foot not destroyed. When the open caisson is kept horizontal under the action of the positioning skids, earth is dug in the middle of the open caisson walling crib to enable the open caisson walling crib to sink. When the open caisson walling crib sinks, due to uncontrollable nature of excavation, the levelness of the open caisson walling crib can be inclined, and therefore the open caisson walling crib cannot reach the design elevation according to the preset levelness. When the distance between the edge foot of the open caisson and the designed elevation is about 10-20cm, the rapid pad pumping device is used.
The quick pad-drawing device comprises a shaft vertical rod 1, an impact hammer 3, a primary ring connecting bearing platform 5, a secondary ring connecting bearing platform 6, a bottom bearing platform 10 and a bearing platform connecting sleeve 11, wherein the lower end of the shaft vertical rod 1 is provided with scale marks 4, the scale marks 4 are used for measuring the sinking depth of the secondary ring connecting bearing platform 6, the bottom of the shaft vertical rod 1 is provided with the bottom bearing platform 10, and the support device ensures the stability of the quick pad-drawing device;
the impact hammer 3 is sleeved in the shaft upright rod 1, the impact hammer 3 hammers the primary circular ring connecting bearing platform 5 under the lifting action of the winch, and motive power is generated and transmitted to the blade knife 7;
a lifting lug 2 is arranged at the upper end of the shaft upright rod 1, and the lifting lug 2 can prevent the impact hammer 3 from falling off from the shaft upright rod 1 in the lifting process of the winch;
a plurality of knife edges 7 are uniformly arranged around the circumference of the first-stage circular ring connecting bearing platform 5, and the knife edges 7 are rotatably connected with the first-stage circular ring connecting bearing platform 5 through bolt bolts 8;
the second-stage circular ring connecting bearing platform 6 is connected with the first-stage circular ring connecting bearing platform 5 through a bearing platform connecting sleeve 11, the second-stage circular ring connecting bearing platform 6 supports the knife edge 7 and can adjust the angle, and the shaft upright rod 1 penetrates through the first-stage circular ring connecting bearing platform 5, the bearing platform connecting sleeve 11 and the second-stage circular ring connecting bearing platform 6;
a spiral connector 13 is arranged in the middle of the bottom bearing platform 10, the spiral connector 13 is connected with the lower end of the shaft upright rod 1 in a rotating mode, and a plurality of inner diameter supporting rods 12 are uniformly arranged on the bottom bearing platform 10 around the spiral connector 13; the knife edge 7 moves on a pulley 9 of the bottom bearing platform 10 under the action of the impact hammer 3 and cuts into the soil body, and the pulley 9 is used for reducing the frictional resistance of the knife edge 7 to the bottom bearing platform 10 when cutting into the soil body;
the bottom bearing platform 10 is integrally hollow, the number and the type of the inner diameter support rods 12 can be designed according to the construction design requirements, and when the sinking well is settled, the bottom bearing platform 10 is directly used as a concrete reinforcement framework at the bottom of the sinking well and integrally poured;
after the second-stage circular ring connecting bearing platform 6 reaches the calculation scale of the scale mark 4, the open caisson sinks, so that the open caisson cutting edge feet fall on the cutting edge 7 of the device, the open caisson cutting edge feet are supported, the open caisson cutting edge feet fall on the designed elevation position under the support of the device and are in a horizontal state, the rotating shaft vertical rod 1 is separated from the bottom bearing platform 10, and the shaft vertical rod 1, the cutting edge 7 and other parts are pulled away from the bottom bearing platform 10 through facilities such as a crane and a rope;
and pouring bottom sealing concrete, wherein the device is used for preventing the phenomenon of inconsistent elevation of the open caisson caused by uneven settlement in the open caisson construction.
In the description of the present invention, it should be understood that the directions or positional relationships indicated by the directional terms such as "front, back, upper, lower, left, right", "horizontal, vertical, horizontal" and "top, bottom", etc. are usually based on the directions or positional relationships shown in the drawings, and are only for convenience of description and simplification of the description, and in the case of not making a contrary explanation, these directional terms do not indicate and imply that the device or element referred to must have a specific direction or be constructed and operated in a specific direction, and therefore, should not be construed as limiting the scope of the present invention; the terms "inner and outer" refer to the inner and outer relative to the profile of the respective component itself.
For ease of description, spatially relative terms such as "over … …", "over … …", "over … …", "over", etc. may be used herein to describe the spatial positional relationship of one device or feature to another device or feature as shown in the figures. It will be understood that the spatially relative terms are intended to encompass different orientations of the device in use or operation in addition to the orientation depicted in the figures. For example, if a device in the figures is turned over, devices described as "above" or "on" other devices or configurations would then be oriented "below" or "under" the other devices or configurations. Thus, the exemplary term "above … …" may include both orientations of "above … …" and "below … …". The device may be otherwise variously oriented (rotated 90 degrees or at other orientations) and the spatially relative descriptors used herein interpreted accordingly.
It should be noted that the terms "first", "second", and the like are used to define the components, and are only used for convenience of distinguishing the corresponding components, and the terms do not have special meanings unless otherwise stated, and therefore, the scope of the present invention should not be construed as being limited.
The above detailed description is given to a rapid pad pumping device for controlling uneven settlement in open caisson construction, and specific examples are applied herein to explain the principle and the implementation of the present application, and the description of the above embodiments is only used to help understand the method and the core idea of the present application; meanwhile, for a person skilled in the art, according to the idea of the present application, there may be variations in the specific embodiments and the application scope, and in summary, the content of the present specification should not be construed as a limitation to the present application.
Claims (6)
1. The utility model provides a take out fast and fill up device that is used for open caisson construction control differential settlement, its characterized in that: including bearing platform (1), one-level ring connection cushion cap (5), second grade ring connection cushion cap (6), bottom cushion cap (10) and cushion cap connecting sleeve (11), one-level ring connect between cushion cap (5) and the second grade ring connection cushion cap (6) through cushion cap connecting sleeve (11), this one-level ring connection cushion cap (5), second grade ring connection cushion cap (6) and cushion cap connecting sleeve (11) are arranged with one heart, cushion cap connecting sleeve (11) in install gliding bearing platform (1) from top to bottom, the upper and lower both ends of this bearing platform (1) run through one-level ring connection cushion cap (5) and second grade ring connection cushion cap (6) respectively, bearing platform (1) upper portion cup jointed impact hammer (3), this bearing platform (1) lower extreme is connected with bottom cushion cap (10), one-level ring connection cushion cap (5) around the circumference evenly install a plurality of sword (7), a plurality of sword (7) are all around the circumference and this bearing platform (6) around even guide sword (10) are arranged, the pulley (9) all around this bearing platform (7) are used for the pulley around the pulley (9) around the one-level ring connection cushion cap (7) all and this pulley (10) are arranged.
2. The rapid pad pumping device for controlling uneven settlement in open caisson construction as claimed in claim 1, wherein: the upper end of the shaft upright rod (1) is provided with a lifting lug (2).
3. The rapid pad pumping device for controlling uneven settlement in open caisson construction according to claim 1, wherein: the lower end of the shaft upright stanchion (1) is provided with scale marks (4).
4. The rapid pad pumping device for controlling uneven settlement in open caisson construction according to claim 1, wherein: the upper end of the knife edge (7) is rotatably connected with the first-stage circular ring connecting bearing platform (5) through a bolt plug (8).
5. The rapid pad pumping device for controlling uneven settlement in open caisson construction according to claim 1, wherein: the middle part of the bottom bearing platform (10) is provided with a spiral connector (13), and the spiral connector (13) is connected with the lower end of the shaft upright rod (1) in a rotating manner.
6. The rapid pad pumping device for controlling uneven settlement in open caisson construction according to claim 5, wherein: the bottom bearing platform (10) is uniformly provided with a plurality of inner diameter supporting rods (12) around the spiral connector (13).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202221595145.7U CN217758901U (en) | 2022-06-24 | 2022-06-24 | A take out fast and fill up device for open caisson construction control differential settlement |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202221595145.7U CN217758901U (en) | 2022-06-24 | 2022-06-24 | A take out fast and fill up device for open caisson construction control differential settlement |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN217758901U true CN217758901U (en) | 2022-11-08 |
Family
ID=83894035
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202221595145.7U Active CN217758901U (en) | 2022-06-24 | 2022-06-24 | A take out fast and fill up device for open caisson construction control differential settlement |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN217758901U (en) |
-
2022
- 2022-06-24 CN CN202221595145.7U patent/CN217758901U/en active Active
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| AU2012204091B2 (en) | Method for providing a foundation for a mass located at height, and a positioning frame for performing the method | |
| CN206646497U (en) | A kind of clad steel casing structure | |
| CN102121251A (en) | Construction method for pouring main tower pier foundation of bridge on deep-water oblique river bed | |
| CN112878330B (en) | Precast pile sinking equipment and construction method thereof | |
| CN106958244A (en) | The installation and locating method of ultra-deep and large diameter steel pipe column | |
| CN210134427U (en) | Composite steel pipe pile rapping fine-adjustment guiding system | |
| CN217758901U (en) | A take out fast and fill up device for open caisson construction control differential settlement | |
| CN111749259A (en) | Equipment and construction method suitable for rock-socketed construction of offshore wind power high-rise pile cap foundation | |
| CN108978742A (en) | One kind cutting stake forced-landing tilt correcting structure, method | |
| CN104088292A (en) | Axis single-pile multi-tripod foundation and construction method thereof | |
| CN116537248A (en) | Transmission line straight-inclined combined tree root-shaped spiral anchor foundation | |
| CN109930624A (en) | A kind of embedding petrographic province blower foundation of offshore wind farm and construction method | |
| CN212506363U (en) | Equipment suitable for rock-socketed construction of offshore wind power high-rise pile cap foundation | |
| CN103132508A (en) | Pile-filling machine | |
| CN214886835U (en) | Drilling device for geotechnical engineering construction | |
| CN214832698U (en) | Precast pile sinking equipment | |
| CN210975799U (en) | Double-spraying double-shaft oblique cement-soil stirring and profile steel inserting integrated equipment | |
| CN2893124Y (en) | Derrick support device | |
| CN208563347U (en) | Soft Soil Area elevator pit supporting construction | |
| CN208152954U (en) | A kind of self-drilling type borehole wall guard system | |
| CN112627731B (en) | Deep water torrent light-weight standing type intelligent circulating drilling machine and using method thereof | |
| CN110847175A (en) | Foundation pile cuts off guide bracket | |
| CN205591211U (en) | Cavity cast member underground tunnelling construction assembly and diaphragm wall | |
| CN219508568U (en) | Deep water stable pile positioning frame | |
| CN215290123U (en) | Static pressure tubular pile core soil removing device |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant |