CN205642355U - Festival segmentation settlement plate - Google Patents
Festival segmentation settlement plate Download PDFInfo
- Publication number
- CN205642355U CN205642355U CN201620487088.9U CN201620487088U CN205642355U CN 205642355 U CN205642355 U CN 205642355U CN 201620487088 U CN201620487088 U CN 201620487088U CN 205642355 U CN205642355 U CN 205642355U
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- Prior art keywords
- pillar
- measurement column
- pipe
- joint
- settlement plate
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Abstract
The utility model discloses a festival segmentation settlement plate, including bed plate, pillar, multisection measurement post, correction pipe, measuring prism, block pipe and a plurality of simple and easy reflective sticker mirror, the bed plate is the concrete base, and the top center of bed plate is equipped with the pillar and connects, the coaxial measurement column joint that is provided with in the pillar connects, the lower extreme and the pillar joint coaxial coupling of pillar, inwards narrow the upper end of pillar, measures the coaxial setting of post and in the pillar, measure the lower extreme of post and the last end screw thread connection who measures the column joint, correct the pipe and constitute " perpendicular to " shape structure by concrete base and PVC sleeve, correct the pipe and put the middle part at the pillar with the axle sleeve, the multisection is measured the post and is vertically connect soon in proper order by supreme down, and measuring prism sets up the upper end of measuring the post in the multisection, and a plurality of simple and easy reflectors paste and use with the measuring prism cooperation respectively, the block pipe narrows coaxial the cup jointing of portion with the upper end of pillar to the outside of measuring the post in the multisection is put to the cover. The utility model discloses a series of problems of solution road bed pre -compaction soil settlement observation that can be better.
Description
Technical field
This utility model relates to a kind of roadbed pre-firming settlement plate, particularly relates to a kind of sectional type settlement plate.
Background technology
At present, the observation of roadbed preloading uses the combination type sedimentation pipe, the shortcoming of combination type sedimentation pipe to be:
1. installation process easily overwhelmed by the earthwork, tilt.Have is almost bent by the earthwork so that the settling amount of measurement is inaccurate.
2. measuring observation after installing more to bother, wordy, labor intensive, the time is bigger.
3. cost of manufacture is bigger.
4. when measuring, the weight of steel ruler is sufficient for sedimentation pipe and deforms.
Utility model content
The purpose of this utility model: a kind of sectional type settlement plate is provided, can preferably solve the series of problems of roadbed pre-firming settlement observation.
To achieve these goals, the technical solution of the utility model is:
A kind of sectional type settlement plate, including bedplate, pillar, more piece measurement column, corrects pipe, measuring prism, block pipe and multiple simple reflection plaster mirror；Described bedplate is concrete bed, and the center of top of described bedplate is provided with Pipe protective joint, is coaxially arranged with measurement column joint in described Pipe protective joint, and the lower end of described pillar is coaxially connected with described Pipe protective joint；The upper end of described pillar is inwardly narrowed, and described measurement column is co-axially located in described pillar, and the lower end of described measurement column is connected with the threaded upper ends of described measurement column joint；Described rectification pipe is made up of " ⊥ " shape structure concrete bed and plastic bushing, and described pipe of correcting coaxially is nested with at the middle part of described pillar；Described more piece measurement column the most longitudinally spins, and described measuring prism is arranged on the upper end of described more piece measurement column, described multiple Simple counter light microscopics patch respectively with described measuring prism with the use of；Described block pipe is coaxially socketed with the upper end narrowed portion of described pillar, and is nested with in the outside of described more piece measurement column.
Above-mentioned sectional type settlement plate, wherein, described Pipe protective joint and measurement column joint are to fill concrete in irony, and described Pipe protective joint.
Above-mentioned sectional type settlement plate, wherein, the caliber of described Pipe protective joint is 10cm, a diameter of 2cm of described measurement column joint, the upper surface of described measurement column joint is higher than the upper surface 5cm of described Pipe protective joint, the degree of depth of the described bedplate described in the insertion of measurement column joint is 8cm, and the degree of depth of the described bedplate described in Pipe protective joint insertion is 9cm.
Above-mentioned sectional type settlement plate, wherein, described pillar is that plastic material is made, and the caliber of described pillar is 11cm, and the caliber of the upper end narrowed portion of described pillar is 10cm.
Above-mentioned sectional type settlement plate, wherein, described measurement column is irony, and the height of described measurement column is 100cm, a diameter of 3cm of described measurement column.
Above-mentioned sectional type settlement plate, wherein, the center of top of described measurement column is coaxially arranged with the connection bump of a diameter of 2cm, and the bottom center of described measurement column is coaxially arranged with the connecting groove of a diameter of 2cm.
Above-mentioned sectional type settlement plate, wherein, described block pipe is that plastic material is made, and the caliber of described block pipe is 11cm.
Above-mentioned sectional type settlement plate, wherein, the described shank simply reviewing patch mirror is that plastic material is made.
This utility model uses heavy concrete floor, makes whole system more stable, horizon equipment can be used to adjust horizontality when laying bedplate when of necessary；The pillar of large radius combines with the measurement column of minor radius, avoids the two mutual frictional impact greatly, causes the inaccurate of measurement result；Correct that pipe can reduce whole system because the earthwork roll the inclined degree caused, can increase at any sectional layer and correct pipe, the perpendicularity of regulation whole system, it is ensured that the accuracy of measurement result；Measurement process uses total powerstation, improves speed and the accuracy of measurement, it may be necessary to use multiple simple reflection plaster mirror simultaneously, accomplishes that multiple some position, station is measured simultaneously, improve measuring speed；Known point only need to be utilized during measurement to set in place stand, it is to avoid the sequence of operations such as turning point in traditional leveling process；Compared with traditional settlement measuring device, save material, use the measurement iron prop of minor radius, with bigbore plastics pillar；Measurement process only needs two people easily to complete, and saves manpower.
Accompanying drawing explanation
Fig. 1 is the exploded view of this utility model sectional type settlement plate.
Fig. 2 is the structural representation of the bedplate of this utility model sectional type settlement plate.
Fig. 3 is the structural representation of the pillar of this utility model sectional type settlement plate.
Fig. 4 is the structural representation of the measurement column of this utility model sectional type settlement plate.
Fig. 5 is the structural representation correcting pipe of this utility model sectional type settlement plate.
Fig. 6 is the front view of the measuring prism of this utility model sectional type settlement plate.
Fig. 7 is the structural representation of the block pipe of this utility model sectional type settlement plate.
Fig. 8 is the front view of the simple reflection plaster mirror of this utility model sectional type settlement plate.
Detailed description of the invention
Embodiment of the present utility model is further illustrated below in conjunction with accompanying drawing.
Refer to shown in accompanying drawing 1 to accompanying drawing 8, a kind of sectional type settlement plate, including bedplate 1, pillar 2, more piece measurement column 3, correct pipe 4, measuring prism 5, block pipe 6 and multiple simple reflection plaster mirror 7；Described bedplate 1 is concrete bed, and the center of top of described bedplate 1 is provided with Pipe protective joint 11, is coaxially arranged with measurement column joint 12 in described Pipe protective joint 11, and the lower end of described pillar 2 is coaxially connected with described Pipe protective joint 11；The upper end of described pillar 2 is inwardly narrowed, and described measurement column 3 is co-axially located in described pillar 2, and the lower end of described measurement column 3 is connected with the threaded upper ends of described measurement column joint 12；Described pipe 4 of correcting is made up of " ⊥ " shape structure concrete bed 41 and plastic bushing 42, and described pipe 4 of correcting coaxially is nested with at the middle part of described pillar 2；Described more piece measurement column 3 the most longitudinally spins, and described measuring prism 5 is arranged on the upper end of described more piece measurement column 3, described multiple Simple counter light microscopics patch 7 respectively with described measuring prism 5 with the use of；Described block pipe 6 is coaxially socketed with the upper end narrowed portion of described pillar 2, and is nested with in the outside of described more piece measurement column 3.
Described Pipe protective joint 11 and measurement column joint 12 are irony, and fill concrete in described Pipe protective joint 11, make the weight of bedplate 1 can increase the stability of whole measurement system.
The caliber of described Pipe protective joint 11 is 10cm, a diameter of 2cm of described measurement column joint 12, the upper surface of described measurement column joint 12 is higher than the upper surface 5cm of described Pipe protective joint 11, it is 8cm that described measurement column joint 12 inserts the degree of depth of described bedplate 1, and it is 9cm that described Pipe protective joint 11 inserts the degree of depth of described bedplate 1.
Described pillar 2 is made for plastic material, and the caliber of described pillar 2 is 11cm, and the caliber of the upper end narrowed portion of described pillar 2 is 10cm, and heavy caliber structure can increase the space of itself and measurement column 3, reduces because of the probability of extruding contact.Meanwhile, the plasticity of plastics, adjustment that can be relieved is by pillar 2 that pressure is askew, it is ensured that at the end of measurement column 3 do not contact with pillar 2.
Described measurement column 3 is irony, and the height of described measurement column 3 is 100cm, a diameter of 3cm of described measurement column 3.
The center of top of described measurement column 3 is coaxially arranged with the connection bump 31 of a diameter of 2cm, and the bottom center of described measurement column 3 is coaxially arranged with the connecting groove 32 of a diameter of 2cm.Small-bore measurement column 3 can reduce the extruding probability with pillar 2, and meanwhile, metalline makes measurement column 3 be difficult to stretch, deform, it is ensured that the seriality of measurement and accuracy.Small-bore measurement column 3 decreases cost compared with measuring pipe with traditional heavy caliber.
Described block pipe 6 is made for plastic material, and the caliber of described block pipe 6 is 11cm, waterproof, dust-proof.
The described shank simply reviewing patch mirror 7 is that plastic material is made.
The effect rectification the most in time correcting pipe 4 produces bending, the pillar of deformation because of being extruded by the earthwork.Rectification pipe 4 is enclosed within pillar 2, it is possible to use the utensils such as iron hammer carry out vertical correction to having buried complete measurement system underground, as long as making the pillar 2 measurement column 3 not with the inside contact with each other.The bedplate 1 of concrete can increase rectification pipe 4 weight, stablizes pillar 2, can withstand the percussion of the blunts such as iron hammer simultaneously, facilitate correcting process.
Measuring prism 5 can coordinate the use of total powerstation, measures fast and accurately.The shank material simply reviewing patch mirror 7 plastics can greatly reduce manufacturing cost, can carry out laying of multiple position in proper range, and one position of total powerstation can be rapidly performed by the measurement of multiple position.
Using method of the present utility model is as follows:
1. bedplate 1 is placed into appropriate location, fixing.
Measurement column 3 is received on the measurement column joint 12 on bedplate 1 by 2, tightens.
Pillar 2 is received the Pipe protective joint 11(irony on bedplate 1 by 3) and fix, cover the earthwork.
4. rectification pipe 4 is placed on pillar 2, corrects position in time, it is ensured that measurement column 3 does not contacts with pillar 2 simultaneously.Correct pipe 4 can add the most at any time.
5., when after the earthwork highly suitably, block pipe 6 can be installed.Installation process is complete.
6. above pre-firming, a block concrete bedplate 1 can be placed every 400 meters of left and right horizontal when measuring, be used for doing survey station.
7. total powerstation is stood on measuring station, if station.Open protection cap, install measuring prism 5, or simple reflection plaster mirror 7, start to measure after it does not rocks, record data.
8. data analysis.
In sum, this utility model uses heavy concrete floor, makes whole system more stable, horizon equipment can be used to adjust horizontality when laying bedplate when of necessary；The pillar of large radius combines with the measurement column of minor radius, avoids the two mutual frictional impact greatly, causes the inaccurate of measurement result；Correct that pipe can reduce whole system because the earthwork roll the inclined degree caused, can increase at any sectional layer and correct pipe, the perpendicularity of regulation whole system, it is ensured that the accuracy of measurement result；Measurement process uses total powerstation, improves speed and the accuracy of measurement, it may be necessary to use multiple simple reflection plaster mirror simultaneously, accomplishes that multiple some position, station is measured simultaneously, improve measuring speed；Known point only need to be utilized during measurement to set in place stand, it is to avoid the sequence of operations such as turning point in traditional leveling process；Compared with traditional settlement measuring device, save material, use the measurement iron prop of minor radius, with bigbore plastics pillar；Measurement process only needs two people easily to complete, and saves manpower.
The foregoing is only preferred embodiment of the present utility model; not thereby the scope of the claims of the present utility model is limited; every equivalent structure transformation utilizing this utility model description to be made; or directly or indirectly use the technical field being attached to other Related products, the most in like manner it is included in scope of patent protection of the present utility model.
Claims (8)
1. a sectional type settlement plate, it is characterised in that: include bedplate, pillar, more piece measurement column, correct pipe, measuring prism, block pipe and multiple simple reflection plaster mirror；Described bedplate is concrete bed, and the center of top of described bedplate is provided with Pipe protective joint, is coaxially arranged with measurement column joint in described Pipe protective joint, and the lower end of described pillar is coaxially connected with described Pipe protective joint；The upper end of described pillar is inwardly narrowed, and described measurement column is co-axially located in described pillar, and the lower end of described measurement column is connected with the threaded upper ends of described measurement column joint；Described rectification pipe is made up of " ⊥ " shape structure concrete bed and plastic bushing, and described pipe of correcting coaxially is nested with at the middle part of described pillar；Described more piece measurement column the most longitudinally spins, and described measuring prism is arranged on the upper end of described more piece measurement column, described multiple Simple counter light microscopics patch respectively with described measuring prism with the use of；Described block pipe is coaxially socketed with the upper end narrowed portion of described pillar, and is nested with in the outside of described more piece measurement column.
Sectional type settlement plate the most according to claim 1, it is characterised in that: described Pipe protective joint and measurement column joint are to fill concrete in irony, and described Pipe protective joint.
Sectional type settlement plate the most according to claim 1, it is characterized in that: the caliber of described Pipe protective joint is 10cm, a diameter of 2cm of described measurement column joint, the upper surface of described measurement column joint is higher than the upper surface 5cm of described Pipe protective joint, the degree of depth of the described bedplate described in the insertion of measurement column joint is 8cm, and the degree of depth of the described bedplate described in Pipe protective joint insertion is 9cm.
Sectional type settlement plate the most according to claim 1, it is characterised in that: described pillar is that plastic material is made, and the caliber of described pillar is 11cm, and the caliber of the upper end narrowed portion of described pillar is 10cm.
Sectional type settlement plate the most according to claim 1, it is characterised in that: described measurement column is irony, and the height of described measurement column is 100cm, a diameter of 3cm of described measurement column.
Sectional type settlement plate the most according to claim 1, it is characterised in that: the center of top of described measurement column is coaxially arranged with the connection bump of a diameter of 2cm, and the bottom center of described measurement column is coaxially arranged with the connecting groove of a diameter of 2cm.
Sectional type settlement plate the most according to claim 1, it is characterised in that: described block pipe is that plastic material is made, and the caliber of described block pipe is 11cm.
Sectional type settlement plate the most according to claim 1, it is characterised in that: the described shank simply reviewing patch mirror is that plastic material is made.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620487088.9U CN205642355U (en) | 2016-05-25 | 2016-05-25 | Festival segmentation settlement plate |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620487088.9U CN205642355U (en) | 2016-05-25 | 2016-05-25 | Festival segmentation settlement plate |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN205642355U true CN205642355U (en) | 2016-10-12 |
Family
ID=57052361
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201620487088.9U Expired - Fee Related CN205642355U (en) | 2016-05-25 | 2016-05-25 | Festival segmentation settlement plate |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN205642355U (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106869000A (en) * | 2017-04-11 | 2017-06-20 | 中交第二航务工程局有限公司 | A kind of device and setting out method for roadbed setting-out |
| CN107178075A (en) * | 2017-05-31 | 2017-09-19 | 中铁二十局集团第六工程有限公司 | Railroad bed settlement observes scale protection post and its makes application method |
| CN110080157A (en) * | 2019-05-21 | 2019-08-02 | 浙江省水利河口研究院 | A kind of concrete anti-seepage inclinometer pipe mounting device and method within the walls |
-
2016
- 2016-05-25 CN CN201620487088.9U patent/CN205642355U/en not_active Expired - Fee Related
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106869000A (en) * | 2017-04-11 | 2017-06-20 | 中交第二航务工程局有限公司 | A kind of device and setting out method for roadbed setting-out |
| CN107178075A (en) * | 2017-05-31 | 2017-09-19 | 中铁二十局集团第六工程有限公司 | Railroad bed settlement observes scale protection post and its makes application method |
| CN107178075B (en) * | 2017-05-31 | 2023-05-26 | 中铁二十一局集团第六工程有限公司 | Railway subgrade settlement observation scale protection column and manufacturing and using method thereof |
| CN110080157A (en) * | 2019-05-21 | 2019-08-02 | 浙江省水利河口研究院 | A kind of concrete anti-seepage inclinometer pipe mounting device and method within the walls |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20161012 Termination date: 20180525 |
|
| CF01 | Termination of patent right due to non-payment of annual fee |