Cast-in-place pile measuring platform
By designing the skeleton and limit block fixing casing, combined with the design of the support plate and the long measuring hole, the problems of easy deviation and inaccurate measurement of the cast-injected pile construction platform are solved, and the stability of the platform and the accuracy of the measurement data are improved.
Patent Information
- Application Number
- CN202421087139.X
- Authority / Receiving Office
- CN · China
- Patent Type
- Utility models(China)
- Current Assignee / Owner
- Filing Date
- 2024-05-17
- Publication Date
- 2024-12-31
- Estimated Expiration
- 2034-05-17
AI Technical Summary
The existing cast-injected pile construction platform is prone to deviating or sliding down during use, posing safety hazards, and lacking special measurement points, resulting in inaccurate measurement data and affecting construction quality.
A cast-injected pile measurement platform including a skeleton, a support plate and a limit block is designed. The limit block is installed at the bottom of the skeleton to fix the guard. The center of the support plate is equipped with a measuring hole and a cover plate, and the pile core positioning is provided on the cover plate. to ensure platform stability and measurement accuracy.
It improves the stability and safety of the platform, ensures that the measuring instruments are not displaced, and enhances the convenience of operators to find the position of the pile core and the accuracy of measurement data.
Smart Images

Figure CN222275479U_ABST
Abstract
Description
Technical Field
[0001] The utility model relates to the technical field of building construction, in particular to a cast-in-place pile measurement platform. Background Art
[0002] As the most common construction technology in pile foundation construction, bored piles are used very frequently in the industry. The biggest advantage of this type of pile is that it can be applied to various geological conditions. Whether it is soft soil, silt, sand or rock, bored piles can be used for construction. Compared with prestressed high-strength concrete pipe piles, manually dug piles and other pile types that have more stringent geological conditions, bored piles are easy to construct and less affected by geological factors, and have better manual controllability.
[0003] During the bored pile construction process, it is necessary to carry out pile core positioning, casing installation, hole opening acceptance, drilling rig placement, pile hole drilling, rock assessment, hole depth measurement, steel cage production, final hole acceptance, primary hole cleaning, steel cage lowering, secondary hole cleaning, guide tube installation, and underwater concrete pouring. Among them, the hole opening acceptance, hole depth measurement and final hole acceptance all require project-related operators to stand directly above the casing to carry out related measurement work. Usually, an operating platform is set up directly above the casing.
[0004] However, the existing operating platform is a steel mesh made of criss-crossed steel bars welded together. During use, the steel mesh is easy to deviate or slip, and operators are prone to step on air and fall into the pile hole, posing a huge safety hazard. Moreover, the steel mesh does not have a dedicated measuring point, and it is difficult for operators to accurately find the pile core position during hole opening inspection, resulting in distorted measurement data and affecting construction quality. Utility Model Content
[0005] In order to overcome the deficiencies of the prior art, the utility model provides a bored pile measuring platform, which can prevent the platform from shifting, improve the stability and safety of the platform, facilitate operators to accurately locate the pile core and measure the hole depth, ensure that the measuring instrument will not shift, and improve the accuracy of the measurement data.
[0006] The technical solution adopted by the utility model to solve its technical problems is:
[0007] A bored pile measurement platform comprises a frame, a support plate arranged on the frame, a length measuring hole is arranged at the center of the support plate, the length measuring hole is used to accommodate a length measuring rope to be lowered to the bottom of the pile hole, the length measuring hole is covered with a cover plate, a pile core positioning point is arranged at the center of the cover plate, and a plurality of limit blocks are arranged at the bottom of the frame, the limit blocks are used to limit the outer periphery of the casing.
[0008] As a further improvement of the above technical solution, the skeleton includes a cross beam, a longitudinal beam and a circular ring beam, the cross beam and the longitudinal beam are perpendicular to each other, one end of the cross beam and one end of the longitudinal beam are fixedly connected by a connecting piece, the other ends of the cross beam and the longitudinal beam are fixedly connected to the inner side of the circular ring beam, a plurality of limit blocks are arranged at the bottom of the circular ring beam, and the bottom of the circular ring beam abuts against the top of the casing.
[0009] As a further improvement of the above technical solution, the skeleton also includes a plurality of secondary beams, which are distributed in a circular array around the center of the skeleton, one end of the secondary beam is connected to the intersection of the cross beam and the longitudinal beam, and the other end of the secondary beam is connected to the inner side of the circular ring beam.
[0010] As a further improvement of the above technical solution, the connecting member includes a vertical pipe, one end of the vertical pipe passes through the bottom of the frame, the other end of the vertical pipe passes through and protrudes from the support plate, the inner hole of the vertical pipe forms the length measuring hole, and the cover plate is arranged on the top of the vertical pipe.
[0011] As a further improvement of the above technical solution, the cross-sections of the cross beam and the longitudinal beam are both square, the vertical tube is a square tube, and the cross beam and the longitudinal beam are fixedly connected to adjacent two sides of the square tube respectively.
[0012] As a further improvement of the above technical solution, one side of the vertical pipe is connected to one side of the cover plate through a hinge.
[0013] As a further improvement of the above technical solution, the support plate is a metal mesh.
[0014] As a further improvement of the above technical solution, a fence is provided on the circular ring beam.
[0015] As a further improvement of the above technical solution, the fence is provided with an opening section.
[0016] As a further improvement of the above technical solution, the fence includes a plurality of vertical rods and a plurality of arc-shaped rods connected to the plurality of vertical rods, the plurality of vertical rods are vertically fixed on the circular ring beam, the plurality of arc-shaped rods are arranged parallel to each other, and two of the vertical rods are respectively connected to both ends of the arc-shaped rods to form the opening section.
[0017] The beneficial effects of the utility model are as follows: the utility model provides a bored pile measuring platform, which can improve the overall structural strength of the platform by setting a skeleton, and a plurality of limit blocks are set at the bottom of the skeleton. On the one hand, the outer periphery of the casing can be limited to prevent the platform from shifting, thereby improving the stability and safety of the platform; on the other hand, the skeleton and the support plate can be positioned so that the center of the support plate is located at the center of the casing, and the length measuring hole and the cover plate are located at the center of the support plate, thereby aligning the pile core positioning point on the cover plate with the center of the casing; when the operating personnel are inspecting the opening of the hole, the cover plate is set on the length measuring hole, and the operating personnel put the measuring instrument on the pile core positioning point, thereby facilitating the operating personnel to accurately locate the pile core, ensuring that the measuring instrument will not shift, and improving the accuracy of the measuring data; when the operating personnel are measuring the hole depth, the cover plate covered on the length measuring hole is opened, and the operating personnel drop the measuring rope from the length measuring hole to the bottom of the pile hole, thereby facilitating the operating personnel to measure the hole depth and improving convenience. BRIEF DESCRIPTION OF THE DRAWINGS
[0018] The utility model is further described below in conjunction with the accompanying drawings and embodiments.
[0019] Figure 1 It is a structural schematic diagram provided by an example of the utility model;
[0020] Figure 2 It is a cross-sectional view of the utility model;
[0021] Figure 3 yes Figure 1 Schematic diagram of the bottom structure of the middle frame;
[0022] Figure 4 yes Figure 1 Enlarged view of the middle cover.
[0023] Figure numerals: 100 - skeleton, 110 - support plate, 120 - measuring hole, 130 - cover plate, 140 - pile core positioning point, 150 - limit block, 160 - cross beam, 170 - longitudinal beam, 180 - circular ring beam, 190 - secondary beam, 200 - riser, 210 - hinge, 220 - fence, 230 - vertical rod, 240 - arc rod, 250 - casing. DETAILED DESCRIPTION
[0024] The following will clearly and completely describe the concept, specific structure and technical effects of the utility model in combination with the embodiments and drawings, so as to fully understand the purpose, characteristics and effects of the utility model. Obviously, the described embodiments are only part of the embodiments of the utility model, not all of them. Based on the embodiments of the utility model, other embodiments obtained by technicians in this field without creative work are all within the scope of protection of the utility model. In addition, all the connection / connection relationships involved in the patent do not refer to the direct connection of components, but refer to the formation of a better connection structure by adding or reducing connection accessories according to the specific implementation situation. The various technical features in the creation of the utility model can be combined interchangeably without conflicting with each other.
[0025] Reference Figures 1 to 4 An example of the utility model provides a bored pile measurement platform, including a frame 100, a support plate 110 arranged on the frame 100, a length measuring hole 120 is arranged at the center of the support plate 110, the length measuring hole 120 is used to accommodate the length measuring rope to fall to the bottom of the pile hole, the length measuring hole 120 is covered with a cover plate 130, a pile core positioning point 140 is arranged at the center of the cover plate 130, and the pile core positioning point 140 is a concave point. A plurality of limit blocks 150 are arranged at the bottom of the frame 100, and the limit blocks 150 are used to limit the outer periphery of the casing 250.
[0026] It should be noted that, in order to facilitate placing the platform on the casing 250, there is a certain gap between the limit block 150 and the outer side of the casing 250, and a wooden wedge can be inserted into the gap between the limit block 150 and the casing 250 to prevent the platform from shifting.
[0027] By setting the skeleton 100, the skeleton 100 can provide support force for the support plate 110 and increase the overall structural strength of the platform. A plurality of limit blocks 150 are set at the bottom of the skeleton 100. On the one hand, the outer periphery of the casing 250 can be limited to prevent the platform from shifting, thereby improving the stability and safety of the platform. On the other hand, the skeleton 100 and the support plate 110 can be positioned so that the center of the support plate 110 is located at the center of the casing 250, and the length measuring hole 120 and the cover plate 130 are located at the center of the support plate 110, so that the pile core positioning point 140 on the cover plate 130 is aligned with the center of the casing 250.
[0028] When the operator is inspecting the hole opening, the cover plate 130 is placed on the length measuring hole 120, and the operator places the measuring instrument on the pile core positioning point 140, thereby facilitating the operator to accurately locate the pile core, ensuring that the measuring instrument will not shift, and improving the accuracy of the measurement data.
[0029] When measuring the hole depth, the operator opens the cover plate 130 covering the length measuring hole 120, and drops the measuring rope from the length measuring hole 120 to the bottom of the pile hole, thereby facilitating the operator to measure the hole depth and improving convenience.
[0030] In some preferred embodiments, the skeleton 100 includes a cross beam 160, a longitudinal beam 170 and a circular ring beam 180. The cross beam 160 and the longitudinal beam 170 are perpendicular to each other. One end of the cross beam 160 and one end of the longitudinal beam 170 are fixedly connected by a connecting piece. The other ends of the cross beam 160 and the longitudinal beam 170 are fixedly connected to the inner side of the circular ring beam 180. A plurality of limit blocks 150 are arranged at the bottom of the circular ring beam 180. The bottom of the circular ring beam 180 abuts against the top of the casing 250. Thereby, the structural strength of the skeleton 100 can be increased, and the tops of the circular ring beam 180 and the casing 250 are evenly stressed, thereby further improving the stability of the platform.
[0031] Furthermore, the skeleton 100 also includes a plurality of secondary beams 190, which are distributed in a circular array around the center of the skeleton 100, one end of the secondary beam 190 is connected to the intersection of the cross beam 160 and the longitudinal beam 170, and the other end of the secondary beam 190 is connected to the inner side of the circular ring beam 180, thereby further improving the overall strength of the skeleton 100.
[0032] Furthermore, the connecting member includes a vertical pipe 200, one end of which passes through the bottom of the frame 100, and the other end of the vertical pipe 200 passes through and protrudes from the support plate 110. The inner hole of the vertical pipe 200 forms a length measuring hole 120, and the cover plate 130 is covered on the top of the vertical pipe 200. Specifically, the cross-sections of the cross beam 160 and the longitudinal beam 170 are both square, and the vertical pipe 200 is a square tube. The cross beam 160 and the longitudinal beam 170 are respectively fixedly connected to the adjacent two sides of the square tube, thereby facilitating the connection of the cross beam 160 and the longitudinal beam 170.
[0033] Furthermore, one side of the riser 200 is connected to one side of the cover plate 130 via a hinge 210, so that the cover plate 130 can be flipped over for easy operation and to prevent the cover plate 130 from being lost.
[0034] In some preferred embodiments, the support plate 110 is a metal mesh. On the one hand, the metal mesh can prevent water accumulation, and on the other hand, it can increase friction to prevent workers from slipping and improve its safety performance.
[0035] In some preferred embodiments, a fence 220 is provided on the circular ring beam 180, and the fence 220 is provided with an opening section. Workers enter and exit the platform through the opening section. The fence 220 can provide support for the workers and prevent the workers from falling off the platform, thereby further improving the safety performance of the platform.
[0036] Furthermore, the fence 220 includes a plurality of vertical rods 230 and a plurality of arc-shaped rods 240 connected to the plurality of vertical rods 230, the plurality of vertical rods 230 are vertically fixed on the circular ring beam 180, the plurality of arc-shaped rods 240 are arranged parallel to each other, wherein two vertical rods 230 are respectively connected to both ends of the arc-shaped rods 240 to form an opening section, thereby being able to improve the structural strength of the fence 220.
[0037] The above is a specific description of the preferred implementation of the utility model, but the invention of the utility model is not limited to the described embodiments. Technical personnel familiar with the field can also make various equivalent deformations or substitutions without violating the spirit of the utility model. These equivalent deformations or substitutions are all included in the scope defined by the claims of this application.
Claims
1. A bored pile measurement platform, characterized in that: It includes a skeleton and a support plate arranged on the skeleton. A measuring hole is arranged at the center of the support plate. The measuring hole is used to accommodate a measuring rope to fall to the bottom of the pile hole. The measuring hole is covered with a cover plate. A pile core positioning point is arranged at the center of the cover plate. A plurality of limit blocks are arranged at the bottom of the skeleton. The limit blocks are used to limit the outer periphery of the casing.
2. A bored pile measurement platform according to claim 1, characterized in that: The skeleton includes a cross beam, a longitudinal beam and a circular ring beam. The cross beam and the longitudinal beam are perpendicular to each other. One end of the cross beam and one end of the longitudinal beam are fixedly connected by a connecting piece. The other ends of the cross beam and the longitudinal beam are fixedly connected to the inner side of the circular ring beam. A plurality of limit blocks are arranged at the bottom of the circular ring beam, and the bottom of the circular ring beam abuts against the top of the casing.
3. A bored pile measurement platform according to claim 2, characterized in that: The frame also includes a plurality of secondary beams, which are distributed in a circular array around the center of the frame, one end of the secondary beam is connected to the intersection of the cross beam and the longitudinal beam, and the other end of the secondary beam is connected to the inner side of the circular ring beam.
4. A bored pile measurement platform according to claim 2, characterized in that: The connecting member comprises a vertical pipe, one end of which passes through the bottom of the frame, and the other end of which passes through and protrudes from the support plate. The inner hole of the vertical pipe forms the length measuring hole, and the cover plate is arranged on the top of the vertical pipe.
5. A bored pile measurement platform according to claim 4, characterized in that: The cross sections of the cross beam and the longitudinal beam are both square, the vertical tube is a square tube, and the cross beam and the longitudinal beam are respectively fixedly connected to two adjacent sides of the square tube.
6. A bored pile measurement platform according to claim 4, characterized in that: One side of the riser is connected to one side of the cover plate via a hinge.
7. The bored pile measurement platform according to claim 1, characterized in that: The support plate is a metal mesh.
8. The bored pile measurement platform according to claim 2, characterized in that: A fence is arranged on the circular ring beam.
9. A bored pile measurement platform according to claim 8, characterized in that: The fence is provided with an opening section.
10. A bored pile measurement platform according to claim 9, characterized in that: The fence includes a plurality of vertical rods and a plurality of arc-shaped rods connected to the plurality of vertical rods, wherein the plurality of vertical rods are vertically fixed on the circular ring beam, and the plurality of arc-shaped rods are arranged parallel to each other, wherein two of the vertical rods are respectively connected to the two ends of the arc-shaped rods to form the opening section.