CN212983961U - Foundation detects uses bearing plate - Google Patents
Foundation detects uses bearing plate Download PDFInfo
- Publication number
- CN212983961U CN212983961U CN202020506783.1U CN202020506783U CN212983961U CN 212983961 U CN212983961 U CN 212983961U CN 202020506783 U CN202020506783 U CN 202020506783U CN 212983961 U CN212983961 U CN 212983961U
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- bearing plate
- foundation
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Abstract
The utility model discloses a foundation detects uses bearing plate, including pushing down structure and bearing structure, pushing down the structure and including diaphragm and air cylinder down, and the vertical decurrent air cylinder that is fixed with in bottom surface middle part of diaphragm, and the bearing structure is installed to the bottom of air cylinder down, bearing structure is including inserting a section of thick bamboo, support arm and double-screw bolt, and the vertical graduated flask that is provided with under the bearing structure, insert the vertical double-screw bolt that is provided with under a section of thick bamboo, and insert between the top surface of a bottom surface and double-screw bolt even vertical support arm that is provided with, and the both ends of support arm weld respectively on the top surface of inserting a bottom surface and double-screw bolt. The utility model discloses can disperse bearing capacity to the loading board on to cause the face oppression to the ground, and then make the ground atress more even, measurement accuracy is higher.
Description
Technical Field
The utility model relates to a foundation detection equipment technical field especially relates to a foundation detects uses bearing plate.
Background
The foundation engineering detection comprises physical properties and engineering classification of soil, shear strength of the soil, foundation bearing capacity, foundation treatment, types and characteristics of piles, foundation pile dynamic measurement fluctuation theoretical foundation, foundation and composite foundation bearing capacity static load test, pile bearing capacity detection, pile body integrity detection, anchor rod locking capacity detection and the like.
Therefore, a bearing plate for foundation detection is needed, which can disperse bearing pressure to a bearing plate, so as to cause surface compression to the foundation, further make the stress of the foundation more uniform, and make the measurement precision higher.
SUMMERY OF THE UTILITY MODEL
An object of the utility model is to provide a foundation detects uses bearing plate aims at improving current bearing plate when bearing the pressure of transmission jack transmission, because pressure effect is in one point of loading board, results in other positions atresss inhomogeneous, causes some oppression not the face oppression to the ground, can make the bearing plate take place to buckle when pressure is too big, leads to the not accurate problem of bearing the dynamics detection to the ground.
The utility model discloses a realize like this:
the utility model provides a foundation detects uses bearing plate, including pushing down structure and bearing structure, the structure of pushing down includes diaphragm and air cylinder down, and the vertical downward air cylinder that is fixed with in bottom surface middle part of diaphragm, and the bearing structure is installed to the bottom of air cylinder down, bearing structure is including inserting a section of thick bamboo, support arm and double-screw bolt, and the vertical graduated flask that is provided with under the bearing structure, the vertical double-screw bolt that is provided with under inserting a section of thick bamboo, and evenly vertically be provided with the support arm between the top surface of inserting a bottom surface and double-screw bolt, and the both ends of support arm weld respectively on the top surface of inserting a bottom surface and double-screw bolt.
Furthermore, the bottom welding of push down the cylinder has the columniform inserted block, and the screw has been seted up to the outer circumference of inserted block level.
And then the bottom welding through the air cylinder that pushes down has the columniform inserted block, and the screw has been seted up to the outer circumference of inserted block level, is convenient for make things convenient for the later stage to disassemble fast and install down and push down structure and pressure-bearing structure.
Furthermore, the inserting cylinder is matched with the inserting block in an inserting mode, a locking screw rod is horizontally arranged on the outer circumference of the inserting cylinder in a penetrating mode through threads, and the locking screw rod is matched with the screw hole in the inserting block in a threaded mode.
And then through the inserted block in pushing down structure and the pressure-bearing structure with insert a section of thick bamboo grafting cooperation, and insert the outer circumference of a section of thick bamboo and go up the level and run through the screw thread and install locking screw, and locking screw and the screw thread fit on the inserted block to convenient later stage is disassembled fast and is installed pushing down structure and pressure-bearing structure.
Furthermore, the bottom end of the stud is provided with a pressing sleeve, and the inner circumference of the pressing sleeve is provided with an internal thread matched with the stud in a threaded manner.
And then through the threaded connection pressure sleeve in the bottom of double-screw bolt, install the pressure sensor that the model is PT124G-111 on pressing the cover, start to push down the air cylinder and promote the pressure-bearing structure and extrude the sample of graduated flask, install pressure sensor record transmission pressure numerical value on the display according to pressing the cover to according to pressure numerical value and the sample height after pressing the back slump, measure the ground atress condition.
Furthermore, a plurality of support plates are vertically welded on the top surface of the transverse plate, and fixing holes are formed in the top ends of the support plates.
And then vertically weld on the top surface through the diaphragm has a plurality of extension boards, and the top of extension board has seted up the fixed orifices to be used for supporting fixed diaphragm.
Furthermore, scales are evenly arranged on the inner circumference of the measuring cylinder along the vertical direction.
And then evenly seted up the scale along vertical direction on the interior circumference through the graduated flask, the inside reading of graduated flask is read to the height of sample to with press behind the back slump height and make the contrast, be convenient for show the influence that pressure caused the ground directly perceived.
Compared with the prior art, the beneficial effects of the utility model are that: when the bearing plate for foundation detection is used for detecting the foundation, the sample sampled by the foundation is filled in the measuring cylinder, the reading in the measuring cylinder is read according to the height of the sample, so as to compare with the height after collapse after being pressed, so that the influence of pressure on the foundation is conveniently and visually displayed, then the inserting block in the downward pressing structure and the bearing structure is in inserting fit with the inserting cylinder, a locking screw is horizontally arranged on the outer circumference of the inserting cylinder through a thread, and the locking screw is in threaded fit with a screw hole on the inserting block, so that the downward pressing structure and the bearing structure can be conveniently disassembled and installed at the later stage, meanwhile, the bottom surface of the inserting cylinder is connected with the top surface of the stud through a support arm, the pressure is prevented from acting on one point of the bearing plate, so that the stress of other parts is not plane compression, and then the pressing sleeve is in threaded connection with the bottom end of the stud, install pressure sensor on the pressure sleeve, start to push down the cylinder and promote the bearing structure and extrude the sample of graduated flask, install pressure sensor record transmission pressure numerical value to the display on pressing the cover to according to pressure numerical value and sample press the height after the back slump, measure the ground atress condition, thereby enough disperse bearing capacity to the loading board on, thereby cause the face oppression to the ground, and then make the ground atress more even, measurement accuracy is higher.
Drawings
In order to more clearly illustrate the technical solutions of the embodiments of the present invention, the drawings that are required to be used in the embodiments will be briefly described below, it should be understood that the following drawings only illustrate some embodiments of the present invention, and therefore should not be considered as limiting the scope, and for those skilled in the art, other related drawings can be obtained according to the drawings without inventive efforts.
Fig. 1 is a schematic view of the overall structure of the present invention;
FIG. 2 is a schematic view of the exploded structure of the present invention;
fig. 3 is a schematic view of a connection structure of a pressing structure and a bearing structure in an embodiment of the present invention;
fig. 4 is a schematic view of a connection structure of a bearing structure in an embodiment of the present invention.
In the figure: 1. a press-down structure; 11. a transverse plate; 12. pressing down the air cylinder; 13. a support plate; 121. inserting a block; 2. a pressure-bearing structure; 21. inserting a cylinder; 211. locking the screw rod; 22. a support arm; 23. a stud; 24. pressing the sleeve; 3. a measuring cylinder.
Detailed Description
To make the objects, technical solutions and advantages of the embodiments of the present invention clearer, the drawings of the embodiments of the present invention are combined to clearly and completely describe the technical solutions of the embodiments of the present invention, and obviously, the described embodiments are some embodiments of the present invention, 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. Thus, the following detailed description of the embodiments of the present invention, presented in the accompanying drawings, is not intended to limit the scope of the invention, as claimed, but is merely representative of selected embodiments of the invention. 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, 3 and 4, a bearing plate for foundation detection includes a pressing structure 1 and a bearing structure 2, the pressing structure 1 includes a transverse plate 11 and a pressing cylinder 12, the pressing cylinder 12 is vertically fixed downward in the middle of the bottom surface of the transverse plate 11, the bearing structure 2 is installed at the bottom end of the pressing cylinder 12, the bearing structure 2 includes an insert cylinder 21, a support arm 22 and a stud 23, a measuring cylinder 3 is vertically arranged right below the bearing structure 2, the stud 23 is vertically arranged right below the insert cylinder 21, the support arm 22 is uniformly and vertically arranged between the bottom surface of the insert cylinder 21 and the top surface of the stud 23, and two ends of the support arm 22 are respectively welded on the bottom surface of the insert cylinder 21 and the top surface of the stud 23.
When the bearing plate for foundation detection is used for detecting a foundation, firstly, a sample sampled from the foundation is filled in the measuring cylinder 3, the reading in the measuring cylinder 3 is read according to the height of the sample, so that the height after collapse after pressing is compared, the influence of pressure on the foundation is conveniently and visually shown, then the inserting block 121 in the downward pressing structure 1 and the bearing structure 2 is in inserting fit with the inserting cylinder 21, the locking screw 211 horizontally penetrates through the outer circumference of the inserting cylinder 21 and is in threaded fit with the screw hole on the inserting block 121, so that the downward pressing structure 1 and the bearing structure 2 are conveniently and rapidly disassembled and installed in the later period, meanwhile, the bottom surface of the inserting cylinder 21 is connected with the top surface of the stud 23 through the support arm 22, the pressure is prevented from acting on one point of the bearing plate, the stress on other parts is not uniform, the point compression is not plane compression on the foundation, and then the bottom end of the stud 23 is in threaded connection with the pressing sleeve 24, install pressure sensor on the pressure sleeve 24, start and push down cylinder 12 and promote pressure-bearing structure 2 and extrude the sample of graduated flask 3, install pressure sensor record transmission pressure numerical value to the display on the pressure sleeve 24, thereby press the height behind the back slump according to pressure numerical value and sample, measure the ground atress condition, thereby enough disperse bearing capacity to the loading board on, thereby cause the face oppression to the ground, and then make the ground atress more even, measurement accuracy is higher.
Referring to fig. 3, a cylindrical insert block 121 is welded to the bottom end of the push-down cylinder 12, and a screw hole is horizontally formed on the outer circumference of the insert block 121.
And then the bottom welding through the air cylinder 12 has columniform inserted block 121 down, and the screw has been seted up to the outer circumference of inserted block 121 upper level, is convenient for make things convenient for later stage to disassemble fast and install down and push down structure 1 and pressure-bearing structure 2.
Referring to fig. 3 and 4, the insertion tube 21 is inserted into the insertion block 121, and a locking screw 211 is horizontally installed on the outer circumference of the insertion tube 21 through a thread, and the locking screw 211 is in thread fit with a screw hole on the insertion block 121.
And then insert block 121 and the cooperation of pegging graft of inserting a section of thick bamboo 21 through in pushing down structure 1 and the pressure-bearing structure 2, and insert the outer circumference of a section of thick bamboo 21 and go up the level and run through the screw thread and install locking screw 211, and locking screw 211 and the screw thread fit on the insert block 121 to make things convenient for the later stage to disassemble fast and install pushing down structure 1 and pressure-bearing structure 2.
Referring to fig. 4, a pressing sleeve 24 is disposed at the bottom end of the stud 23, and an internal thread that is in threaded engagement with the stud 23 is disposed on the inner circumference of the pressing sleeve 24.
And then through the threaded connection pressure sleeve 24 in the bottom of double-screw bolt 23, install the pressure sensor of model PT124G-111 on the pressure sleeve 24, start down the air cylinder 12 and promote pressure-bearing structure 2 and extrude the sample of graduated flask 3, install pressure sensor record transfer pressure numerical value to the display according to pressing the sleeve 24 on to the height after slump after pressure numerical value and sample are pressed, measure the ground atress condition.
Referring to fig. 4, a plurality of support plates 13 are vertically welded on the top surface of the transverse plate 11, and fixing holes are formed at the top ends of the support plates 13.
And then vertically weld on the top surface through diaphragm 11 has a plurality of spinal branch boards 13, and the fixed orifices has been seted up on the top of branch board 13 to be used for supporting fixed diaphragm 11.
Referring to fig. 2, the inner circumference of the measuring cylinder 3 is uniformly provided with scales along the vertical direction.
And then evenly seted up the scale along vertical direction on the interior circumference through graduated flask 3, the inside reading of graduated flask 3 is read to the height of sample to with press behind the back height of collapsing to make the contrast, be convenient for show the influence that pressure caused the ground directly perceived.
The working principle is as follows: when the bearing plate for foundation detection is used for detecting a foundation, firstly, a sample sampled from the foundation is filled in the measuring cylinder 3, the reading in the measuring cylinder 3 is read according to the height of the sample, so as to compare with the height after collapse after being pressed, so as to conveniently and visually display the influence of pressure on the foundation, then the inserting block 121 in the downward pressing structure 1 and the pressure bearing structure 2 is in inserting fit with the inserting cylinder 21, the locking screw 211 is horizontally installed on the outer circumference of the inserting cylinder 21 in a penetrating way, and the locking screw 211 is in threaded fit with the screw hole on the inserting block 121, so as to conveniently and rapidly install the downward pressing structure 1 and the pressure bearing structure 2 in the later period, then the bottom end of the stud 23 is in threaded connection with the pressing sleeve 24, the pressing sleeve 24 is provided with the pressure sensor, the downward pressing cylinder 12 is started to push the pressure bearing structure 2 to extrude the sample of the measuring cylinder 3, the pressure sensor is installed on the pressing sleeve 24 to record the transmission pressure value, thereby according to the height behind the slump of pressure numerical value and sample pressure behind, measure the ground atress condition to enough disperse bearing pressure to the loading board on, thereby cause the face oppression to the ground, and then make the ground atress more even, measurement accuracy is higher.
The device obtained through the design can basically meet the requirement that the bearing pressure can be dispersed on the bearing plate, so that the surface compression is caused to the foundation, the foundation is stressed more uniformly, the measurement precision is higher, the bearing plate for detecting the foundation is used, the function of the bearing plate is further perfected, and a designer improves the device further.
The above description is only a preferred embodiment of the present invention and is not intended to limit the present invention, and various modifications and changes may be made by those skilled in the art. Any modification, equivalent replacement, or improvement made within the spirit and principle of the present invention should be included in the protection scope of the present invention.
Claims (6)
1. The utility model provides a foundation detects uses bearing plate, includes and pushes down structure (1) and bearing structure (2), its characterized in that: the pressing structure (1) comprises a transverse plate (11) and a pressing cylinder (12), the pressing cylinder (12) is vertically fixed downwards in the middle of the bottom surface of the transverse plate (11), a pressure bearing structure (2) is installed at the bottom end of the pressing cylinder (12), the pressure bearing structure (2) comprises an inserting cylinder (21), a support arm (22) and a stud (23), a measuring cylinder (3) is vertically arranged under the pressure bearing structure (2), the stud (23) is vertically arranged under the inserting cylinder (21), the support arm (22) is uniformly and vertically arranged between the bottom surface of the inserting cylinder (21) and the top surface of the stud (23), and the two ends of the support arm (22) are respectively welded on the top surfaces of the bottom surface of the inserting cylinder (21) and the stud (23).
2. The pressure bearing plate for foundation detection according to claim 1, wherein a cylindrical insert block (121) is welded to the bottom end of the lower air cylinder (12), and a screw hole is horizontally formed in the outer circumference of the insert block (121).
3. The pressure-bearing plate for the foundation detection according to claim 2, wherein the insert cylinder (21) is matched with the insert block (121) in an inserting manner, a locking screw rod (211) is horizontally installed on the outer circumference of the insert cylinder (21) in a penetrating manner, and the locking screw rod (211) is matched with a screw hole on the insert block (121) in a threaded manner.
4. The bearing plate for foundation detection according to claim 3, wherein a pressing sleeve (24) is arranged at the bottom end of the stud (23), and an internal thread which is in threaded fit with the stud (23) is arranged on the inner circumference of the pressing sleeve (24).
5. The pressure bearing plate for foundation detection according to claim 4, wherein a plurality of support plates (13) are vertically welded on the top surface of the transverse plate (11), and fixing holes are formed in the top ends of the support plates (13).
6. The bearing plate for foundation detection according to claim 5, wherein the inner circumference of the measuring cylinder (3) is evenly provided with scales along the vertical direction.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202020506783.1U CN212983961U (en) | 2020-04-09 | 2020-04-09 | Foundation detects uses bearing plate |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202020506783.1U CN212983961U (en) | 2020-04-09 | 2020-04-09 | Foundation detects uses bearing plate |
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| Publication Number | Publication Date |
|---|---|
| CN212983961U true CN212983961U (en) | 2021-04-16 |
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| Application Number | Title | Priority Date | Filing Date |
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| CN202020506783.1U Expired - Fee Related CN212983961U (en) | 2020-04-09 | 2020-04-09 | Foundation detects uses bearing plate |
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| Country | Link |
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| CN (1) | CN212983961U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| WO2022241911A1 (en) * | 2021-05-18 | 2022-11-24 | 永高股份有限公司 | Data acquisition device for underground pipeline |
-
2020
- 2020-04-09 CN CN202020506783.1U patent/CN212983961U/en not_active Expired - Fee Related
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| WO2022241911A1 (en) * | 2021-05-18 | 2022-11-24 | 永高股份有限公司 | Data acquisition device for underground pipeline |
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| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20210416 |
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| CF01 | Termination of patent right due to non-payment of annual fee |