CN219471037U - Pile foundation static load bearing detection structure - Google Patents

Pile foundation static load bearing detection structure Download PDF

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Publication number
CN219471037U
CN219471037U CN202320576676.XU CN202320576676U CN219471037U CN 219471037 U CN219471037 U CN 219471037U CN 202320576676 U CN202320576676 U CN 202320576676U CN 219471037 U CN219471037 U CN 219471037U
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peripheral
central
center
pile foundation
plate
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CN202320576676.XU
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张帆
张红卫
王惠东
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Henan Fengji Engineering Testing Co ltd
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Henan Fengji Engineering Testing Co ltd
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    • YGENERAL 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
    • Y02TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
    • Y02EREDUCTION OF GREENHOUSE GAS [GHG] EMISSIONS, RELATED TO ENERGY GENERATION, TRANSMISSION OR DISTRIBUTION
    • Y02E10/00Energy generation through renewable energy sources
    • Y02E10/50Photovoltaic [PV] energy

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Abstract

The utility model relates to the technical field of pile foundation detection, in particular to a pile foundation static load bearing detection structure, which comprises a stand column, wherein a jack is arranged between the stand column and a pile foundation, the stand column is fixed on the ground, the upper end surface of the stand column is provided with a central supporting plate, the central supporting plate is provided with a crossed top supporting plate A and a crossed top supporting plate B, the periphery of the central supporting plate is connected with a central fixing mechanism through a central supporting rod, the central fixing mechanism is fixed on the ground, the central fixing mechanism is connected with an annular bottom plate, the top supporting plate A and the top supporting plate B are connected with a peripheral fixing mechanism through a peripheral supporting rod, the peripheral fixing mechanism is fixed on the ground, the number of the central fixing mechanism and the peripheral fixing mechanism can be adjusted according to the required counterforce, and the central supporting plate A and the top supporting plate B are arranged into a detachable structure, and the use effect is good.

Description

Pile foundation static load bearing detection structure
Technical Field
The utility model relates to the technical field of pile foundation detection, in particular to a pile foundation static load bearing detection structure.
Background
After the pile foundation is installed, the ultimate bearing capacity needs to be determined through detection, under the static load condition, a pile load counterforce structure and an anchor pile counterforce structure are commonly used, the pile load counterforce structure usually needs a large amount of heavy objects to be placed, workers are required to carry, the operation is very complicated, the uneven pile load condition is easy to occur, the detection effect is influenced, the anchor pile counterforce structure is usually arranged as an integral structure for ensuring the stability, the disassembly and the assembly are inconvenient, and the use effect is poor, so that the problems of the prior art and defects are mainly solved.
Disclosure of Invention
The utility model aims to overcome the defects described in the background art, thereby realizing the pile foundation static load bearing detection structure which is time-saving and labor-saving, can adjust a counterforce structure according to the magnitude of the needed counterforce, is convenient to assemble and disassemble and has good use effect.
In order to achieve the above purpose, the technical scheme of the utility model is as follows: the utility model provides a pile foundation static load bearing detects structure, includes the stand, be provided with the jack between stand and the pile foundation, the stand is fixed subaerial, the up end of stand is provided with central backup pad, be provided with crisscross top backup pad A and top backup pad B in the central backup pad, the central backup pad periphery is connected with central fixed establishment through the central bracing piece, central fixed establishment fixes subaerial, and central fixed establishment passes through annular bottom plate and connects, top backup pad A and top backup pad B are connected with peripheral fixed establishment through peripheral bracing piece, peripheral fixed establishment is subaerial.
Further, the center fixed establishment includes the center fixed plate, center mounting groove B has been seted up to the center department of center fixed plate up end, and center mounting hole has been seted up to the center fixed plate up end of center mounting groove B both sides, center ground anchor is installed to center mounting hole department, the upper portion of center ground anchor is provided with the center nut, and the quantity of center fixed plate can set up a plurality ofly, and the installation is measured according to the size of required counter-force, passes center mounting hole through the center ground anchor and installs the center fixed plate subaerial, and the quantity that the middle fixed plate set up increases, and the quantity of center ground anchor also increases thereupon to its counter-force that provides for the pile foundation also increases thereupon.
Further, a central mounting groove A is formed in the central supporting plate, central hinging pieces are arranged at the positions of the central mounting groove A and the central mounting groove B, the upper and lower corresponding two central hinging pieces are connected with the same central supporting rod, the central supporting rod is obliquely arranged, and the central supporting plate arranged on the ground is arranged on an annular plane.
Further, the up end of cyclic annular bottom plate has seted up and has born the weight of groove, and the tip of cyclic annular bottom plate is provided with the connecting piece, and demountable installation is in the side of center fixed plate, when the counter-force that the earth anchor provided is insufficient to provide, can exert the heavy object in bearing the weight of inslot and supplement.
Further, the annular bottom plate and the central fixing plate are connected to form an annular shape, and the annular bottom plate is used for fixing the two adjacent central fixing plates together, so that the counterforces provided by the ground anchors are combined together, and the acting force of the ground anchors is improved.
Further, the peripheral fixing mechanism comprises a peripheral fixing plate, peripheral mounting grooves B are arranged in the middle of the peripheral fixing plate, peripheral mounting holes are formed in the peripheral fixing plates on two sides of the peripheral mounting grooves B, peripheral ground anchors are mounted at the peripheral mounting holes, peripheral nuts are arranged on the upper portions of the peripheral ground anchors, and the peripheral ground anchors penetrate through the mounting holes to mount the peripheral fixing plate on the ground.
Further, the top support plate a or the top support plate B, or the combined side of the top support plate a and the top support plate a, is provided with an arranged peripheral mounting groove a, and the peripheral mounting groove a and the peripheral mounting groove B are respectively provided with a peripheral hinged connector, and the two corresponding peripheral hinged connectors and the same peripheral support rod are connected together, so that the peripheral fixing plates are usually symmetrically arranged at two sides of the lower part of the symmetrical top support plate a, or at two sides of the lower part of the symmetrical top support plate B, or at both sides of the top support plate a and the top support plate B, thereby being balanced.
Further, the fixing depth of the central ground anchor and the peripheral ground anchor is 0.8 m-1.2 m so as to ensure the fixing effect of the central ground anchor and the peripheral ground anchor.
The pile foundation static load bearing detection structure has the beneficial effects that: time-saving and labor-saving, can adjust the counterforce structure according to the magnitude of the needed counterforce, is convenient to assemble and disassemble and has good use effect
According to the pile foundation static load bearing detection structure, the whole structure is installed on a pile foundation, then the pile foundation static load bearing detection structure is fixed on the ground through the central supporting rod and the central fixing mechanisms, and then the central fixing mechanisms are connected together through the annular bottom plate, so that the counterforces provided by the ground anchors are combined together, and the acting force of the pile foundation static load bearing detection structure is improved.
According to the pile foundation static load bearing detection structure, the number of the central fixing plates can be multiple, the installation is measured according to the magnitude of the required counterforce, the number of the middle fixing plates is increased, the number of the central ground anchors is also increased, the counterforce provided for the pile foundation is also increased, the peripheral fixing plates are generally symmetrically arranged on two sides of the lower part of the symmetrical top support plate A, or on two sides of the lower part of the symmetrical top support plate B, or on both sides of the top support plate A and the top support plate B, and the counterforce structure is adjusted according to the magnitude of the required counterforce.
According to the pile foundation static load bearing detection structure, the central supporting rod and the auxiliary supporting rod are respectively connected through the central hinged connecting piece and the peripheral hinged connecting piece, the central hinged connecting piece and the peripheral hinged connecting piece are detachable, the central fixing plate and the peripheral fixing plate are fixed on the ground through the central ground anchor and the peripheral ground anchor, and the central nut and the peripheral nut are arranged on the upper portion, so that the pile foundation static load bearing detection structure is convenient to disassemble and assemble when in use and disassemble, and good in use effect.
Drawings
FIG. 1 is a schematic perspective view of a pile foundation static load bearing detection structure of the present utility model;
FIG. 2 is an enlarged schematic view of the structure of FIG. 1A;
FIG. 3 is an enlarged schematic view of the structure of B in FIG. 1;
fig. 4 is a schematic view of the front view of the pile foundation static load bearing detection structure of the present utility model.
In the figure: 1-center support plates, 11-center mounting grooves A, 21-top support plates A, 22-top support plates B, 23-peripheral mounting grooves A, 3-upright columns, 4-center support rods, 5-annular bottom plates, 51-bearing grooves and 52-connecting pieces;
6-center fixing mechanism, 61-center fixing plate, 62-center mounting groove B, 63-center hinge connector, 64-center ground anchor, 65-center mounting hole, 66-center nut;
7-peripheral fixing mechanisms, 71-peripheral fixing plates, 72-peripheral mounting grooves B, 73-peripheral hinged connectors, 74-peripheral ground anchors, 75-peripheral nuts and 76-peripheral mounting holes;
8-peripheral support rods and 9-jacks.
Detailed Description
The pile foundation static load bearing detection structure of the present utility model is described in more detail below with reference to the accompanying drawings and by way of specific embodiments.
In the description of the present utility model, it should be understood that the terms "upper," "lower," "front," "rear," "left," "right," "top," "bottom," "inner," "outer," and the like indicate or are based on the orientation or positional relationship shown in the drawings, merely to facilitate description of the present utility model and to simplify the description, and do not indicate or imply that the devices or elements referred to must have a specific orientation, be configured and operated in a specific orientation, and thus should not be construed as limiting the present utility model.
Referring to fig. 1-4, the pile foundation static load bearing detection structure of the embodiment achieves the technical effects of time saving and labor saving, being capable of adjusting a counterforce structure according to the required counterforce and being convenient to disassemble and assemble on the basis of good use effect, the structure of the embodiment comprises a stand column 3, a jack 9 is arranged between the stand column 3 and a pile foundation, the stand column 3 is fixed on the ground, a central support plate 1 is arranged on the upper end surface of the stand column 3, a central mounting groove A11 is formed in the central support plate 1, a top support plate A21 and a top support plate B22 which are intersected are arranged on the central support plate 1, a central fixing plate 61 is connected to the periphery of the central support plate 1 through a central support rod 4, a central mounting groove B62 is formed in the center of the upper end surface of the central fixing plate 61, central hinging pieces are arranged at the positions of the central mounting groove A11 and the central mounting groove B62, the two central hinging pieces which correspond up and down are connected with the same central support rod 4, and the central support plate 4 is obliquely arranged on the ground is arranged on an annular plane; the center mounting hole 65 has been seted up to the center fixed plate 61 up end of center mounting groove B62 both sides, center mounting hole 65 department installs central earth anchor 64, the upper portion of center earth anchor 64 is provided with center nut 66, and the quantity of center fixed plate 61 can set up a plurality ofly, and the installation is measured according to the size of required counter-force, passes center mounting hole 65 through center earth anchor 64 and installs center fixed plate 61 subaerial, and the quantity that middle fixed plate set up increases, and the quantity of center earth anchor 64 also increases thereupon to its counter-force that provides for the pile foundation also increases thereupon.
Referring to fig. 1, 2 and 4, the center support plate 1 of the present embodiment is connected by an annular bottom plate 5, the upper end surface of the annular bottom plate 5 is provided with a bearing groove 51, the end of the annular bottom plate 5 is provided with a connecting piece 52, and the connecting piece is detachably mounted on the side surface of the center fixing plate 61, and when the counterforce provided by the ground anchor is insufficient, a weight can be applied in the bearing groove 51 to supplement the counterforce; the connection of the annular bottom plate 5 and the central fixing plate 61 forms an annular shape, and the annular bottom plate 5 fixes two adjacent central fixing plates 61 together, so that the counterforces provided by the ground anchors are combined together to promote the acting force of the ground anchors.
Referring to fig. 1, 3 and 4, the top support plate a21 and the top support plate B22 of the present embodiment are connected with a peripheral fixing plate 71 through a peripheral support bar 8, peripheral mounting grooves B72 are arranged in the middle of the peripheral fixing plate 71, peripheral mounting holes 76 are formed in the peripheral fixing plates 71 on both sides of the peripheral mounting grooves B72, peripheral ground anchors 74 are mounted at the peripheral mounting holes 76, peripheral nuts 75 are arranged at the upper parts of the peripheral ground anchors 74, and the peripheral ground anchors 74 penetrate through the mounting holes to mount the peripheral fixing plates 71 on the ground; the top support plate a21 or the top support plate B22, or the combined side of the top support plate a21 and the top support plate a21, is provided with an array of peripheral mounting grooves a23, and peripheral hinged connectors 73 are respectively mounted on the peripheral mounting grooves a23 and the peripheral mounting grooves B72, and the two corresponding peripheral hinged connectors 73 are connected with the same peripheral support rod 8, so that the peripheral fixing plates 71 are symmetrically arranged on two sides of the lower part of the symmetrical top support plate a21, two sides of the lower part of the symmetrical top support plate B22, or both the top support plate a21 and the top support plate B22, thereby being balanced.
The fixing depth of the central ground anchor 64 and the peripheral ground anchor 74 in this embodiment is 0.8m to 1.2m to ensure the fixing effect of the central ground anchor 64 and the peripheral ground anchor 74.
The application principle and the application method of the embodiment are as follows: the whole structure is installed on a pile foundation, the jack 9 is installed between the pile foundation and the upright post 3, then the central supporting rod 4 is installed on the central supporting plate 1 and the central fixing plate 61 through the central hinged connecting piece 63, then the central fixing plate 61 is installed on the ground through the central installation hole 65 by using the central ground anchor 64, the annular bottom plates 5 are detachably installed between two adjacent central fixing plates 61, so that all the annular bottom plates 5 and the central fixing plates 61 are connected to form an annular shape, the counterforces provided by all the ground anchors are combined together, and the acting force of the annular bottom plates is improved;
removably mounting the peripheral support rods 8 on the peripheral mounting groove a23 on the top support plate a21 or the top support plate B22 or on the combined side of the top support plate a21 and the top support plate a21 by means of the peripheral hinge connection members 73, the other ends of the peripheral support rods 8 being hinged to the corresponding peripheral fixing plates 71, and then mounting the peripheral fixing plates 71 on the ground by passing the peripheral ground anchors 74 through the mounting holes; after use, the entire structure is disassembled for the next use.
Unless defined otherwise, technical or scientific terms used herein should be given the ordinary meaning as understood by one of ordinary skill in the art to which this utility model belongs. The use of the terms "a" or "an" and the like in the description and in the claims do not necessarily imply a limitation on the amount. The word "comprising" or "comprises", and the like, means that elements or items preceding the word are included in the element or item listed after the word and equivalents thereof, but does not exclude other elements or items. "connected" or "connected" and the like are not limited to physical or mechanical connections, but may include electrical connections, whether direct or indirect.
While the exemplary embodiments of the present utility model have been described in detail with reference to the preferred embodiments, those skilled in the art will appreciate that many changes and modifications can be made to the specific embodiments described above without departing from the spirit of the utility model, and that many combinations of technical features and structures can be made without departing from the scope of the utility model.

Claims (8)

1. The utility model provides a pile foundation static load bearing detects structure, includes the stand, be provided with the jack between stand and the pile foundation, the stand is fixed subaerial, its characterized in that: the upper end face of the stand column is provided with a central supporting plate, a top supporting plate A and a top supporting plate B which are crossed are arranged on the central supporting plate, a central fixing mechanism is connected to the periphery of the central supporting plate through a central supporting rod, the central fixing mechanism is fixed on the ground and connected through an annular bottom plate, a peripheral fixing mechanism is connected to the top supporting plate A and the top supporting plate B through peripheral supporting rods, and the peripheral fixing mechanism is fixed on the ground.
2. The pile foundation static load bearing detection structure of claim 1, wherein: the center fixing mechanism comprises a center fixing plate, a center mounting groove B is formed in the center of the upper end face of the center fixing plate, center mounting holes are formed in the upper end faces of the center fixing plates on two sides of the center mounting groove B, a center ground anchor is mounted at the center mounting holes, and a center nut is arranged on the upper portion of the center ground anchor.
3. The pile foundation static load bearing detection structure of claim 2, wherein: the central support plate is provided with a central mounting groove A, central hinging pieces are arranged at the positions of the central mounting groove A and the central mounting groove B, and the two upper and lower corresponding central hinging pieces are connected with the same central support rod.
4. The pile foundation static load bearing detection structure of claim 2, wherein: the upper end face of the annular bottom plate is provided with a bearing groove, the end part of the annular bottom plate is provided with a connecting piece, and the connecting piece is detachably arranged on the side face of the central fixing plate.
5. The pile foundation static load bearing detection structure of claim 4, wherein: the connection of the annular bottom plate and the central fixing plate forms an annular shape.
6. The pile foundation static load bearing detection structure of claim 2, wherein: the peripheral fixing mechanism comprises a peripheral fixing plate, peripheral mounting grooves B are formed in the middle of the peripheral fixing plate in an arrangement mode, peripheral mounting holes are formed in the peripheral fixing plates on two sides of the peripheral mounting grooves B, peripheral ground anchors are mounted at the peripheral mounting holes, and peripheral nuts are arranged on the upper portions of the peripheral ground anchors.
7. The pile foundation static load bearing detection structure of claim 6, wherein: the top support plate A or the top support plate B or the combined side surface of the top support plate A and the top support plate A is provided with peripheral mounting grooves A which are arranged, peripheral hinged connectors are respectively arranged on the peripheral mounting grooves A and the peripheral mounting grooves B, and two upper and lower corresponding peripheral hinged connectors are connected with the same peripheral support rod.
8. The pile foundation static load bearing detection structure of claim 6, wherein: the fixed depth of the central ground anchor and the peripheral ground anchor is 0.8 m-1.2 m.
CN202320576676.XU 2023-03-22 2023-03-22 Pile foundation static load bearing detection structure Active CN219471037U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN202320576676.XU CN219471037U (en) 2023-03-22 2023-03-22 Pile foundation static load bearing detection structure

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN202320576676.XU CN219471037U (en) 2023-03-22 2023-03-22 Pile foundation static load bearing detection structure

Publications (1)

Publication Number Publication Date
CN219471037U true CN219471037U (en) 2023-08-04

Family

ID=87468165

Family Applications (1)

Application Number Title Priority Date Filing Date
CN202320576676.XU Active CN219471037U (en) 2023-03-22 2023-03-22 Pile foundation static load bearing detection structure

Country Status (1)

Country Link
CN (1) CN219471037U (en)

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