Underwater pile concrete over-filling height measuring device
By designing an underwater pile concrete over-pouring height measuring device, the problem of accurately measuring the underwater concrete pouring height was solved, enabling accurate control of the pile head over-pouring height, ensuring pile head quality, and saving project costs.
Patent Information
- Authority / Receiving Office
- CN · China
- Patent Type
- Utility models(China)
- Current Assignee / Owner
- Filing Date
- 2025-04-21
- Publication Date
- 2026-03-24
AI Technical Summary
The underwater concrete pouring height is difficult to measure accurately, which can lead to under-pouring or over-pouring of concrete at the top of the pile, increasing construction costs and wasting resources.
An underwater pile concrete over-pouring height measuring device was designed, including an adjusting component, a hopper component, and a fixing component. The length of the hopper component is adjusted by the adjusting component, the hopper component filters underwater concrete slurry, and the fixing component reinforces the hopper component, so as to achieve accurate measurement of the over-pouring height.
Accurately controlling the over-grouting height of the pile head ensures pile head quality and saves project costs.
Smart Images
Figure CN224031769U_ABST
Abstract
Description
TECHNICAL FIELD
[0001] The utility model belongs to the technical field of overfilling height measurement, and particularly relates to an underwater pile concrete overfilling height measuring device. BACKGROUND
[0002] The pouring height control of underwater concrete has been a difficult problem for construction personnel, and in actual projects, the pile top is generally below the ground, and some are as deep as 10 meters, and the overfilling amount can only be controlled at 1-3 meters. For large-scale projects, when the number of pile foundations is large, the overfilled concrete and the post-period pile head chipping and external transport increase the construction cost and cause great resource waste.
[0003] In underwater bored pile construction, the manual measurement of concrete overfilling height with a measuring rope has large errors, is generally affected by factors such as the experience of the operator, the end touch, and the type of counterweight, is not conducive to construction quality control, and is prone to problems such as insufficient pouring of the pile top concrete or excessive overfilling height. UTILITY MODEL CONTENTS
[0004] The utility model aims at providing an underwater pile concrete overfilling height measuring device, and aims to solve the problems in the background art.
[0005] To achieve the above-mentioned purpose, the utility model provides the following technical scheme:
[0006] An underwater pile concrete overfilling height measuring device comprises,
[0007] The measuring mechanism comprises an adjusting component, a hopper component arranged on the surface of the adjusting component, and a fixing component arranged on the adjusting component and used for fixing the hopper component;
[0008] The adjusting component is used for adjusting the use length of the hopper component;
[0009] The hopper component is used for filtering underwater concrete slurry;
[0010] The fixing component is used for reinforcing the hopper component.
[0011] As a preferred scheme of the utility model, the adjusting component comprises a fixed measuring scale rod, and a butt joint measuring scale rod screw-mounted at the end of the fixed measuring scale rod.
[0012] As a preferred scheme of the utility model, the end of the butt joint measuring scale rod close to the fixed measuring scale rod is fixedly installed with an internal thread pipe, and the inner wall of the fixed measuring scale rod is provided with a thread groove for splicing the fixed measuring scale rod and the butt joint measuring scale rod.
[0013] As a preferred scheme of the utility model, the hopper component comprises a stainless steel hopper, drainage holes respectively arranged at the bottom and the side wall of the stainless steel hopper and used for draining water, and mounting holes arranged on the surface of the stainless steel hopper and used for mounting the fixing component.
[0014] As a preferred scheme of the utility model, the hopper component further comprises positioning blocks fixedly mounted on the surface of the stainless steel hopper and used for positioning and mounting the stainless steel hopper, wherein the surface of the positioning block is arranged in an arc surface, and the arc surface is matched with the surface of the fixed measuring scale rod.
[0015] As a preferred scheme of the utility model, the fixing component comprises two stainless steel buckle clamps clamped on the surface of the fixed measuring scale rod, two mounting bolts arranged on the surface of the stainless steel buckle clamp and used in cooperation with the mounting holes, and fixing nuts screw-mounted on the surface of the mounting bolts and used for fixedly mounting the stainless steel hopper.
[0016] As a preferred scheme of the utility model, the fixing component further comprises two rubber strips respectively arranged on the inner side of the stainless steel buckle clamp, and the rubber strips are used for increasing the friction force between the stainless steel buckle clamp and the fixed measuring scale rod.
[0017] Compared with the prior art, the utility model has the beneficial effects that: through cooperation between the adjusting component, the hopper component and the fixing component, the super-filling height can be accurately measured, the problem that the super-filling height cannot be accurately measured by the traditional measuring device is solved, the effect of accurately controlling the reasonable super-filling height of the pile head is achieved, the quality of the pile head is ensured, and the engineering cost can be saved. BRIEF DESCRIPTION OF DRAWINGS
[0018] In order to more clearly illustrate the technical scheme of the embodiments of the utility model, the following will briefly introduce the drawings needed to be used in the embodiment description, and obviously, the drawings in the following description are only some embodiments of the utility model, and for those skilled in the art, other drawings can also be obtained according to these drawings without paying the creative labor. Among them:
[0019] Figure 1 It is the whole structure schematic view of the utility model;
[0020] Figure 2 It is the measuring mechanism structure schematic view of the utility model;
[0021] Figure 3 It is the adjusting component structure schematic view of the utility model;
[0022] Figure 4 It is the hopper component structure schematic view of the utility model;
[0023] Figure 5The utility model discloses a fixed component structure schematic view.
[0024] In the drawing: 100, measuring mechanism;110, adjusting part;111, fixed measuring scale rod;112, butt joint measuring scale rod;113, internal thread pipe;120, hopper part;121, stainless steel hopper;122, drain hole;123, mounting hole;124, locating block;130, fixed component;131, stainless steel buckle clamp;132, mounting bolt;133, fixed nut;134, rubber strip. DETAILED DESCRIPTION
[0025] In order to make the above-mentioned purpose, features and advantages of the utility model more apparent, easy to understand, the specific implementation of the utility model is explained in detail below with the drawings of the specification.
[0026] In the following description, a lot of specific details are set forth in order to facilitate a full understanding of the utility model, but the utility model can also be implemented in other ways different from the description, and those skilled in the art can make similar generalization without departing from the connotation of the utility model, therefore the utility model is not limited by the specific embodiments disclosed below.
[0027] Secondly, the "one embodiment" or "embodiment" referred to here means that specific features, structures or characteristics can be included in at least one implementation of the utility model. In this specification, "in one embodiment" does not mean the same embodiment, nor is it an independent or alternative embodiment that excludes other embodiments.
[0028] EMBODIMENT
[0029] REFERENCE Figures 1-5 For the embodiment of the utility model, the embodiment provides a kind of underwater pile concrete overfill height measuring device, including,
[0030] Measuring mechanism 100, it includes adjusting part 110, hopper part 120 being arranged on the surface of adjusting part 110 and fixed component 130 being arranged on adjusting part 110 for the fixing of hopper part 120;
[0031] Adjusting part 110 is used to adjust the use length of hopper part 120;
[0032] Hopper part 120 is used to filter underwater concrete slurry;
[0033] Fixed component 130 is used to reinforce hopper part 120.
[0034] The cooperation between the adjusting part 110, the hopper part 120 and the fixing part 130 can be used for accurately measuring the over-filling height, solves the problem that the traditional measuring device cannot accurately measure the over-filling height, and achieves the effect of accurately controlling the reasonable over-filling height of the pile head, which guarantees the quality of the pile head and saves the engineering cost.
[0035] Specifically, the adjusting part 110 comprises a fixed measuring scale rod 111 and a butt joint measuring scale rod 112 which is screw-mounted at the end of the fixed measuring scale rod 111.
[0036] The adjusting part 110 and the fixed measuring scale rod 111 are made of aluminum, one meter in standard section, and can be extended according to the depth of the pile foundation, and the aluminum material is light and convenient to carry.
[0037] It should be noted that the scales on the surfaces of the adjusting part 110 and the fixed measuring scale rod 111 are clear and easy to read data, the adjusting part 110 and the fixed measuring scale rod 111 are designed to be hollow, the wall thickness is five millimeters, the aluminum material density is close to the mud density, and in the process of measuring the pile foundation with mud protection wall, the suspension state close to the buoyancy balance, the change of the bottom floating force is obvious.
[0038] Further, the butt joint measuring scale rod 112 is fixedly installed with an internal thread pipe 113 close to the end of the fixed measuring scale rod 111, and the inner wall of the fixed measuring scale rod 111 is provided with a thread groove for splicing the fixed measuring scale rod 111 and the butt joint measuring scale rod 112.
[0039] The cooperation between the fixed nut 133 and the thread groove can quickly install and dismount the adjusting part 110 and the fixed measuring scale rod 111, and further facilitate the adjustment of the length.
[0040] Preferably, the hopper part 120 comprises a stainless steel hopper 121, a drainage hole 122 provided in the bottom and the side wall of the stainless steel hopper 121 respectively and used for draining water, and a mounting hole 123 provided on the surface of the stainless steel hopper 121 and matched with the fixing part 130 for installation.
[0041] The cooperation between the stainless steel hopper 121 and the drainage hole 122 is used for collecting the concrete coarse aggregate and discharging the concrete mud, the stainless steel cup is used for modification as the stainless steel hopper 121, the test result can realize filtering the underwater concrete mud, the diameter of the drainage hole 122 is ten millimeters, the drainage is fast and the concrete coarse aggregate is retained at the same time.
[0042] It should be noted that the stainless steel hopper 121 has large capacity and the concrete aggregate fished up is uniform, which can well reflect the quality of the concrete at the interface of the pile top.
[0043] Further, the hopper component 120 further comprises a positioning block 124 fixedly installed on the surface of the stainless steel hopper 121 and used for positioning installation of the stainless steel hopper 121, and the surface of the positioning block 124 is arranged in an arc surface matched with the surface of the fixed measuring scale rod 111.
[0044] The positioning block 124 is used for positioning installation of the stainless steel hopper 121, so as to prevent the stainless steel hopper 121 from being offset when being fixed on the fixed measuring scale rod 111, and affecting the installation stability of the stainless steel hopper 121.
[0045] Specifically, the fixing component 130 comprises two stainless steel buckle clamps 131 clamped on the surface of the fixed measuring scale rod 111, two installation bolts 132 arranged on the surface of the stainless steel buckle clamp 131 and used in cooperation with the installation hole 123, and a fixing nut 133 threadedly installed on the surface of the installation bolt 132 and used for fixed installation of the stainless steel hopper 121.
[0046] The stainless steel buckle clamp 131, the installation bolt 132 and the fixing nut 133 are cooperated to fixedly install the stainless steel hopper 121 on the surface of the fixed measuring scale rod 111, so as to improve the stability of the stainless steel hopper 121 in use, and the double-bolt connection is adopted to ensure reliable connection.
[0047] Further, the fixing component 130 further comprises two rubber strips 134 arranged on the inner side of the stainless steel buckle clamp 131 respectively, and the rubber strips 134 are used for increasing the friction between the stainless steel buckle clamp 131 and the fixed measuring scale rod 111.
[0048] The rubber strips 134 have the anti-skid effect, so as to improve the stability of the stainless steel buckle clamp 131 installed on the fixed measuring scale rod 111.
[0049] In use, the adjusting component 110 and the fixed measuring scale rod 111 are made of aluminum, one meter in standard section, and can be extended according to the depth of the pile foundation. The stainless steel hopper 121 and the drainage hole 122 are cooperated to collect the concrete coarse aggregate and discharge the concrete mud. The stainless steel cup is used for modification as the stainless steel hopper 121. The test result can realize filtering of the underwater concrete mud. The diameter of the drainage hole 122 is ten millimeters. The concrete coarse aggregate is retained while the water is drained quickly. The stainless steel buckle clamp 131, the installation bolt 132 and the fixing nut 133 are cooperated to fixedly install the stainless steel hopper 121 on the surface of the fixed measuring scale rod 111, so as to improve the stability of the stainless steel hopper 121 in use.
[0050] In summary, by adjusting the cooperation among the adjusting component 110, the hopper component 120 and the fixing component 130, the accurate measurement of the overfilling height can be achieved, the problem that the conventional measuring device cannot accurately measure the overfilling height is solved, the effect of accurately controlling the reasonable overfilling height of the pile head is achieved, the quality of the pile head is ensured, and the engineering cost can be saved.
[0051] Importantly, it should be noted that the constructions and arrangements of the present application shown in the various exemplary embodiments are merely illustrative. Although only a few embodiments have been described in detail in this disclosure, those skilled in the art who review this disclosure will readily appreciate that many modifications are possible (e.g., variations in sizes, dimensions, structures, shapes and proportions of the various elements, values of parameters, mounting arrangements, use of materials, colors, orientations, etc.) without materially departing from the novel teachings and advantages of the subject matter described in the application. For example, elements shown as integrally formed can be constructed of multiple parts or elements, the position of elements can be reversed or otherwise varied, and the nature or number of elements or positions can be altered or varied. Accordingly, all such modifications are intended to be included within the scope of the present application. The order or sequence of any process or method steps can be varied or re-sequenced without materially affecting the application. Any "means plus function" clauses are intended to cover the structures described herein as performing the recited functions and not only structural equivalents but also equivalent structures. Other substitutions, modifications, changes, and omissions can be made in the design, operating conditions, and arrangement of the exemplary embodiments without departing from the scope of the present application. Accordingly, the present application is not limited to the particular embodiments described and illustrated herein, but extends to equivalents of which the foregoing describes are intended to cover.
[0052] Furthermore, in an effort to provide a concise description of exemplary embodiments, all features of an actual implementation can not be described (i.e., those unrelated to the presently contemplated best mode of carrying out the present application, or those unrelated to enabling the claimed application).
[0053] It should be appreciated that in the development of any actual implementation, as in any engineering or design project, numerous implementation-specific decisions can be made. Such development efforts might be complex and time-consuming, but would nevertheless be a routine undertaking of design, fabrication, and manufacture for those of ordinary skill having the benefit of this disclosure.
[0054] It should be noted that the above embodiments are only used to illustrate the technical solutions of the present application and are not limiting. Although the present application has been described in detail with reference to the preferred embodiments, it should be understood by those skilled in the art that the technical solutions of the present application can be modified or replaced equivalently without departing from the spirit and scope of the technical solutions of the present application, and they should be covered in the scope of the claims of the present application.
Claims
1. An underwater pile concrete overfill height measuring device, characterized by: Including, The measuring mechanism (100) comprises an adjusting part (110), a hopper part (120) arranged on the surface of the adjusting part (110), and a fixing part (130) arranged on the adjusting part (110) for fixing the hopper part (120); The adjusting part (110) is used for adjusting the use length of the hopper part (120); The hopper part (120) is used for filtering underwater concrete slurry; The fixing part (130) is used for reinforcing the hopper part (120).
2. The device for measuring the overfill height of underwater pile concrete according to claim 1, characterized in that: The adjusting part (110) comprises a fixed measuring scale rod (111) and a butt joint measuring scale rod (112) threadedly installed at the end of the fixed measuring scale rod (111).
3. The device for measuring the overfill height of underwater pile concrete according to claim 2, characterized in that: The butt joint measuring scale rod (112) is fixedly installed with an internally threaded pipe (113) near the end of the fixed measuring scale rod (111), and the inner wall of the fixed measuring scale rod (111) is provided with a threaded groove for splicing the fixed measuring scale rod (111) and the butt joint measuring scale rod (112).
4. The device for measuring the overfill height of underwater pile concrete according to claim 3, characterized in that: The hopper part (120) comprises a stainless steel hopper (121), a drain hole (122) arranged on the bottom and the side wall of the stainless steel hopper (121) respectively and used for draining water, and a mounting hole (123) arranged on the surface of the stainless steel hopper (121) and matched with the fixing part (130) for installation.
5. The device for measuring the overfill height of underwater pile concrete according to claim 4, characterized in that: The hopper part (120) further comprises a positioning block (124) fixedly installed on the surface of the stainless steel hopper (121) and used for positioning installation of the stainless steel hopper (121), and the surface of the positioning block (124) is arranged as an arc surface matched with the surface of the fixed measuring scale rod (111).
6. The device for measuring the overfill height of underwater pile concrete according to claim 5, characterized in that: The fixing part (130) comprises two stainless steel buckle clamps (131) clamped on the surface of the fixed measuring scale rod (111), two mounting bolts (132) arranged on the surface of the stainless steel buckle clamp (131) and matched with the mounting hole (123) for use, and a fixing nut (133) threadedly installed on the surface of the mounting bolt (132) and used for fixed installation of the stainless steel hopper (121).
7. The device for measuring the overfill height of underwater pile concrete according to claim 6, characterized in that: The fixing part (130) further comprises two rubber strips (134) arranged on the inner side of the stainless steel buckle clamp (131) respectively, and the rubber strips (134) are used for increasing the friction between the stainless steel buckle clamp (131) and the fixed measuring scale rod (111).