CN209989791U - Foundation bearing capacity detection equipment - Google Patents
Foundation bearing capacity detection equipment Download PDFInfo
- Publication number
- CN209989791U CN209989791U CN201920547499.6U CN201920547499U CN209989791U CN 209989791 U CN209989791 U CN 209989791U CN 201920547499 U CN201920547499 U CN 201920547499U CN 209989791 U CN209989791 U CN 209989791U
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- Prior art keywords
- roof
- pulley
- base
- bearing capacity
- rod
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Abstract
The utility model discloses a foundation bearing capacity check out test set, including base, roof and the support of connection between base and roof, the top surface center of base is equipped with the through-hole, the vertical probe rod of having placed in the through-hole, the bottom of probe rod is leveled with the bottom surface of base, the top fixedly connected with hammer stem of probe rod, the bottom of hammer stem has the boss, the cover is equipped with sliding fit's weight with it on the hammer stem, the both sides of weight have the horizontal pole, the cover is equipped with its normal running fit's movable pulley on the horizontal pole, biax synchronous machine is installed to the top surface of roof, each cover is equipped with fixed connection's take-up pulley with it in two pivots of biax synchronous machine, the take-up pulley hanging wall has been wound with the steel cable, the top surface of roof is located the take-up pulley below and still is equipped with the square hole, walk around movable.
Description
Technical Field
The utility model relates to a technical field building technical field specifically is a foundation bearing capacity check out test set.
Background
The bearing capacity of the foundation is the bearing potential exerted along with the increase of the load on the unit area of the foundation soil, and the common unit KPa is a comprehensive word for evaluating the stability of the foundation. It should be noted that the bearing capacity of the foundation is a practical term for foundation design to facilitate evaluation of the strength and stability of the foundation, and is not a basic property index of soil. The shear strength theory of soil is the theoretical basis for researching and determining the bearing capacity of the foundation.
In the general foundation bearing capacity detection process, a probe rod is usually driven into a foundation, the number of hammering times required for driving the probe rod into a certain depth is recorded to embody the bearing capacity of the foundation, the current detection method is to sleeve a heavy hammer on the probe rod and manually lift the heavy hammer, then loosen the heavy hammer and drive a probe into the foundation, and the method needs a person to hold the probe rod and lift the heavy hammer, so that the danger is easily caused by errors; meanwhile, the lifting distance is difficult to grasp when the heavy hammer is lifted manually, so that the hammering force is different every time when the hammer is dropped, and the detection result is inaccurate.
SUMMERY OF THE UTILITY MODEL
The utility model discloses an it is not enough to overcome above-mentioned condition, aims at providing the technical scheme that can solve above-mentioned problem.
The utility model provides a foundation bearing capacity check out test set, including base, roof and the support of connection between base and roof, the top surface center of base is equipped with the through-hole, the vertical probe of having placed in the through-hole, the bottom of probe is leveled with the bottom surface of base, the top fixedly connected with hammer stem of probe, the bottom of hammer stem has the boss, the cover is equipped with sliding fit's weight with it on the hammer stem, the both sides of weight have the horizontal pole, the cover is equipped with running fit's movable pulley with it on the horizontal pole, biax synchronous machine is installed to the top surface of roof, respectively the cover is equipped with fixed connection's take-up pulley with it in two pivots of biax synchronous machine, the take-up pulley hanging wall is around there being the steel cable, the top surface of roof is located the take-up pulley below and still is equipped with the square hole, walk.
Furthermore, a linear bearing is sleeved in the through hole and is tightly matched with the through hole, and the probe rod is placed in the linear bearing and is in sliding fit with the linear bearing.
Furthermore, the top end of the probe rod is in threaded connection with a boss at the bottom end of the hammer rod.
Furthermore, scales are arranged on the side surface of the probe rod.
Furthermore, the top of hammer stem is equipped with the gag lever post, and the bottom of gag lever post is equipped with distance sensor, and distance sensor and biax linear electric motor signal connection.
Compared with the prior art, the utility model discloses the beneficial effect who gains does: the utility model has novel structure, adopts the double-shaft synchronous motor to replace the manual lifting of the heavy hammer, and improves the safety of building construction; meanwhile, the lifting height can be better controlled by adopting a double-shaft synchronous motor, and the accuracy of a detection result is improved.
Additional aspects and advantages of the invention will be set forth in part in the description which follows and, in part, will be obvious from the description, or may be learned by practice of the invention.
Drawings
In order to more clearly illustrate the embodiments of the present invention or the technical solutions in the prior art, the drawings needed to be used in the description of the embodiments or the prior art will be briefly described below, it is obvious that the drawings in the following description are only some embodiments of the present invention, and for those skilled in the art, other drawings can be obtained according to these drawings without inventive exercise.
Fig. 1 is a schematic structural view of a device for detecting bearing capacity of a foundation and a composite foundation according to the present invention;
fig. 2 is another schematic structural diagram of the device for detecting bearing capacity of foundation and composite foundation of the present invention.
Detailed Description
The technical solutions in the embodiments of the present invention will be described clearly and completely below, and it should be understood that the described embodiments are only some embodiments of the present invention, but 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, a foundation bearing capacity detecting apparatus includes a base 1, a top plate 2 and a support 3 connected between the base and the top plate, the top surface center of base 1 is equipped with through-hole 11, vertically in the through-hole 11 placed probe 4, the bottom of probe 4 is leveled with base 1's bottom surface, the top fixedly connected with hammer stem 5 of probe 4, the bottom of hammer stem 5 has boss 51, the cover is equipped with its sliding fit's weight 6 on the hammer stem 5, the both sides of weight 6 have horizontal pole 61, the cover is equipped with its normal running fit's movable pulley 62 on the horizontal pole 61, biax synchronous machine 7 is installed to the top surface of roof 2, respectively the cover is equipped with fixed connection's take-up pulley 71 with it in two pivots of biax synchronous machine 7, the wire rope 8 has been coiled on the take-up pulley 71, the top surface of roof 2 is located the take-up pulley 71 below and still is equipped with square hole 21, walk around movable pulley 62 and with the bottom fixed connection of roof 2 behind the one end.
Furthermore, a linear bearing 12 is sleeved in the through hole 11 and is tightly matched with the through hole, and the probe rod 4 is placed in the linear bearing 12 and is in sliding fit with the linear bearing 12.
Further, the top end of the probe rod 4 is in threaded connection with a boss 51 at the bottom end of the hammer rod 5.
Further, the side surface of the probe rod 4 is provided with a scale.
Furthermore, the top end of the hammer rod 4 is provided with a limiting rod 41, the bottom of the limiting rod 41 is provided with a distance sensor 42, and the distance sensor 42 is in signal connection with the double-shaft linear motor 7.
It is obvious to a person skilled in the art that the invention is not restricted to details of the above-described exemplary embodiments, but that it can be implemented in other specific forms without departing from the spirit or essential characteristics of the invention. The present embodiments are therefore to be considered in all respects as illustrative and not restrictive, the scope of the invention being indicated by the appended claims rather than by the foregoing description, and all changes which come within the meaning and range of equivalency of the claims are therefore intended to be embraced therein. Any reference sign in a claim should not be construed as limiting the claim concerned.
Claims (5)
1. The utility model provides a foundation bearing capacity check out test set, including base, roof and the support of connection between base and roof, a serial communication port, the top surface center of base is equipped with the through-hole, the vertical probe rod of having placed in the through-hole, the bottom of probe rod is leveled with the bottom surface of base, the top fixedly connected with hammer stem of probe rod, the bottom of hammer stem has the boss, the cover is equipped with sliding fit's weight with it on the hammer stem, the both sides of weight have the horizontal pole, the cover is equipped with running pulley with it on the horizontal pole, biax synchronous machine is installed to the top surface of roof, each cover is equipped with fixed connection's take-up pulley with it in two pivots of biax synchronous machine, the wire rope has been coiled on the take-up pulley, the top surface of roof is located the take-up pulley below and still is equipped with the square hole, walk around the running.
2. The apparatus for detecting bearing capacity of a foundation as claimed in claim 1, wherein the through hole is internally sleeved with a linear bearing in close fit therewith, and the probe rod is placed in the linear bearing and slidably engaged therewith.
3. The foundation bearing capacity detecting device as claimed in claim 1, wherein the top end of the probe rod is screwed with the boss at the bottom end of the hammer rod.
4. The apparatus of claim 1, wherein the probe has a scale on a side surface thereof.
5. The foundation bearing capacity detection device as claimed in claim 1, wherein a limiting rod is arranged at the top end of the hammer rod, a distance sensor is arranged at the bottom of the limiting rod, and the distance sensor is in signal connection with the double-shaft linear motor.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201920547499.6U CN209989791U (en) | 2019-04-22 | 2019-04-22 | Foundation bearing capacity detection equipment |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201920547499.6U CN209989791U (en) | 2019-04-22 | 2019-04-22 | Foundation bearing capacity detection equipment |
Publications (1)
Publication Number | Publication Date |
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CN209989791U true CN209989791U (en) | 2020-01-24 |
Family
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Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
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CN201920547499.6U Expired - Fee Related CN209989791U (en) | 2019-04-22 | 2019-04-22 | Foundation bearing capacity detection equipment |
Country Status (1)
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CN (1) | CN209989791U (en) |
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN111576380A (en) * | 2020-05-29 | 2020-08-25 | 杭州市城市建设基础工程有限公司 | Foundation bearing capacity detection method |
-
2019
- 2019-04-22 CN CN201920547499.6U patent/CN209989791U/en not_active Expired - Fee Related
Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN111576380A (en) * | 2020-05-29 | 2020-08-25 | 杭州市城市建设基础工程有限公司 | Foundation bearing capacity detection method |
CN111576380B (en) * | 2020-05-29 | 2022-01-07 | 杭州市城市建设基础工程有限公司 | Foundation bearing capacity detection method |
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Legal Events
Date | Code | Title | Description |
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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: 20200124 |