CN211626442U - Foundation separation type deformation measuring robot base point station room - Google Patents
Foundation separation type deformation measuring robot base point station room Download PDFInfo
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- CN211626442U CN211626442U CN201921430951.7U CN201921430951U CN211626442U CN 211626442 U CN211626442 U CN 211626442U CN 201921430951 U CN201921430951 U CN 201921430951U CN 211626442 U CN211626442 U CN 211626442U
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- 238000000926 separation method Methods 0.000 title claims description 18
- 239000011449 brick Substances 0.000 claims abstract description 8
- 239000004567 concrete Substances 0.000 claims abstract description 7
- 238000005259 measurement Methods 0.000 claims abstract description 4
- 239000002689 soil Substances 0.000 claims description 4
- 238000012544 monitoring process Methods 0.000 abstract description 15
- 238000006073 displacement reaction Methods 0.000 abstract description 8
- 230000001788 irregular Effects 0.000 abstract description 3
- 238000000034 method Methods 0.000 abstract description 3
- 230000007547 defect Effects 0.000 abstract 1
- 238000010276 construction Methods 0.000 description 4
- 230000008014 freezing Effects 0.000 description 2
- 238000007710 freezing Methods 0.000 description 2
- 229910000831 Steel Inorganic materials 0.000 description 1
- 230000003044 adaptive effect Effects 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 230000002349 favourable effect Effects 0.000 description 1
- 239000011150 reinforced concrete Substances 0.000 description 1
- 238000004062 sedimentation Methods 0.000 description 1
- 239000010959 steel Substances 0.000 description 1
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Abstract
The utility model discloses a basic point station room of separated deformation measurement robot in basis, basic point station room (1) whole body is cylindrical and adopts the brick-concrete structure to make and forms, the internal part of basic point station room (1) two-layer build from top to bottom, the upper top of basic point station room (1) be provided with basic point station room and watch the roof (18), be provided with basic point station room observation layer (5) between upper and lower floor, and the lower floor is fixed on two basic point station room bases (3) that are parallel to each other; one side of the upper layer of the base point station house (1) is provided with a base point station house brick wall (15), and one side of the lower layer is provided with a base point station house door (13); the method overcomes the defects that the dam surface displacement monitoring in the prior art has a plurality of limitations and cannot realize automatic monitoring, and has the advantages of ensuring that the measuring robot can exert high measuring precision and large measuring range and can adapt to monitoring of buildings with irregular shapes.
Description
Technical Field
The utility model relates to hydraulic and hydroelectric engineering dam safety technical field, more specifically is a basic disconnect-type warp measuring robot basic point station room.
Background
The safety of the dam is heavier than that of Mount Tai, the dam safety monitoring which is an important way for mastering the safety of the dam is increasingly emphasized, and the surface displacement monitoring is one of important ways for judging the safety state of the dam. At present, the automatic monitoring method of the surface displacement mainly comprises vacuum laser collimation, tension wire, a measuring robot and the like, but because the dam has the characteristics of straight and curved dam axis, large dam deformation, more and scattered measuring points and the like, the automatic monitoring method of the surface displacement has many limitations in the automatic monitoring application of the dam surface displacement and cannot realize automatic monitoring.
The automatic monitoring of dam surface displacement is a technical bottleneck for realizing the automation of displacement monitoring comprehensively. The measuring robot has obvious advantages in the aspects of measuring precision, irregular building shapes, displacement observation range, daily operation cost and the like.
The deformation measuring robot observes the surface deformation measuring point of the dam by erecting the deformation measuring robot on the working base point, and realizes automatic monitoring of surface deformation.
The measuring robot is expensive and needs to be protected, the observation precision is easily influenced by factors such as working conditions and working environments, and a base station room needs to be specially arranged. The specifications require that the operating base point should be selected at a location close to the engineering area where the foundation is relatively stable and convenient to monitor. The base point station house is used for protecting a working base point and is adaptive to observation requirements, generally, the height is relatively high, the range of the foundation is relatively large, sedimentation deformation is easy to generate, stability of the working base point is affected, the advantage of the measuring robot is not favorably exerted, and effective automatic monitoring cannot be achieved. The stability of the working base point is an important prerequisite for high-precision observation of the measuring robot, so that the influence of the base point station house on the working base point must be reduced. Therefore, a device is needed to solve the above problems.
Disclosure of Invention
The utility model aims to overcome the weak point of above-mentioned background art, and provide a basic disconnect-type warp measuring robot basic point station room.
The utility model aims at being implemented through the following technical scheme: a base point station house of a foundation separation type deformation measuring robot is characterized in that the whole body of the base point station house is cylindrical and is manufactured by adopting a brick-concrete structure, the inside of the base point station house is built into an upper layer and a lower layer, the top of the upper layer of the base point station house is provided with a base point station house observation roof, a base point station house observation layer is arranged between the upper layer and the lower layer, the lower layer is fixed on the basis of two base point station houses which are parallel to each other,
one side of the upper layer of the base point station house is provided with a base point station house brick wall, and one side of the lower layer of the base point station house is provided with a base point station house door;
the observation layer cross beam is poured at the lower end of the observation layer of the base station house, the observation layer ring beams are arranged at two ends of the observation layer cross beam, and the base station house observation roof lower end is provided with the base station house top ring beam.
In the above technical scheme: a working base point foundation, a working base point and a working base point observation pier are arranged in the base point station house; the working base point is poured above the working base point foundation and is positioned at the lower layer of the base point station house, the working base point observation pier is positioned above the working base point, and the working base point observation pier penetrates through the base point station house observation layer; and a forced centering base is arranged above the observation pier of the working base point.
In the above technical scheme: and the pipe wall of the upper layer of the base point station house is provided with a base point station house observation window.
In the above technical scheme: the section of the observation layer of the base station house is circular and has the same inner diameter as the base station house; the longitudinal width of the cross beam of the observation layer is smaller than the inner diameter of the observation layer of the base station house, and a gap between the observation layer of the base station house and the observation pier is arranged between the observation layer of the base station house and the observation pier of the working base point.
In the above technical scheme: the base point station house lower floor be provided with observation house horizon, the work base point run through observation house ground level, just the work base point with observation house ground level between be provided with the horizon and observe the mound gap.
In the above technical scheme: and a gap is formed between the ring beam at the top of the base station building and the brick wall of the base station building.
In the above technical scheme: the depth of the foundation base of the working base point embedded into the soil layer is not less than 1.5 m.
In the above technical scheme: the working base point foundation eccentric base point station house is arranged and close to the observation window side of the base point station house.
In the above technical scheme: the working base point observation pier and the forced centering base are both vertically arranged along the central line of the upright post, and the inclination of the working base point observation pier is not more than 4 degrees.
The utility model has the advantages of as follows: 1. the utility model discloses a height that increases the mound is surveyd to the work base point sets up base point station room simultaneously and surveys the layer and set up base point station room basis, survey the layer and survey mound double separation structure with the work base point, and guarantee measuring robot can exert its measurement accuracy height, measuring range is big, can adapt to irregular shape building monitoring, daily running cost low grade aspect advantage.
2. Compare current traditional basic point station room arrangement mode, the utility model discloses a basic point station room basis with observe layer and work basic point and survey the double separation between the mound and arrange, basic disconnect-type's basic point station room has basic point station room and warp to work basic point stability influence little, and the big characteristics of work basic point observation range, can adapt to the automatic monitoring of dam surface deformation, is favorable to dam safety control.
3. The utility model discloses overall structure's construction and construction are all based on traditional technology, and the construction degree of difficulty is little, easy to carry out and function realization.
Drawings
Fig. 1 is a schematic structural diagram of the present invention.
Fig. 2 is a sectional view a-a in fig. 1.
Fig. 3 is a sectional view taken along line B-B in fig. 1.
Fig. 4 is a cross-sectional view taken along line C-C of fig. 1.
Fig. 5 is a cross-sectional view taken along line D-D in fig. 1.
In the figure: the base point station house comprises a base point station house 1, a work base point 2, a base point station house foundation 3, a work base point foundation 4, a base point station house observation layer 5, a work base point observation pier 6, an observation house ground level 7, a horizontal observation pier gap 8, an observation pier gap 9, a forced centering base 10, an observation layer cross beam 11, an observation layer ring beam 12, a base point station house door 13, a base point station house observation window 14, a base point station house brick wall 15, an air vent 16, a base point station house top ring beam 17 and a base point station house observation roof 18.
Detailed Description
The technical solutions in the embodiments of the present invention will be described clearly and completely with reference to the accompanying drawings in the embodiments of the present invention, and it is obvious that the described embodiments are only some embodiments of the present invention, not all embodiments.
Referring to FIGS. 1-3: a basic point station house of a foundation separation type deformation measurement robot is characterized in that the whole body of a basic point station house 1 is cylindrical and is manufactured by adopting a brick-concrete structure, the inner part of the basic point station house 1 is built into an upper layer and a lower layer, the basic point station house 1 is of the brick-concrete structure, the top of the upper layer of the basic point station house 1 is provided with a basic point station house observation roof 18, a basic point station house observation layer 5 is arranged between the upper layer and the lower layer, and the lower layer is fixed on two basic point station house foundations 3 which are parallel to each other; the base point station house foundation 3 is separated from the base point foundation;
a base point station house brick wall 15 is arranged on one side of the upper layer of the base point station house 1, and a base point station house door 13 is arranged on one side of the lower layer;
an observation layer beam 11 is poured at the lower end of the observation layer 5 of the base station house, observation layer ring beams 12 are arranged at two ends of the observation layer beam 11, and a base station house top ring beam 17 is arranged at the lower end of an observation roof 18 of the base station house.
The base point station house observation layer 5 on be provided with observation layer ring beam 12, the height of base point station house observation layer 5 is highly confirmed according to actual base point station house 1, will be convenient for observe, base point station house observation layer 5 bottom be provided with observation layer crossbeam 11 and observation layer ring beam 12, observation layer crossbeam 11 with observe layer ring beam 12 and link up and bear base point station house observation layer 5 weight. The base point station house observation layer 5 and the working base point observation pier 6 are designed in a separated mode, an observation pier gap 9 of 1-2 cm is reserved between the base point station house observation layer 5 and the working base point observation pier 6, and the working base point observation pier 6 is prevented from bearing the weight of the base point station house observation layer 5.
A working base point foundation 4, a working base point 2 and a working base point observation pier 6 are arranged in the base point station room 1; the working base point 2 is of a reinforced concrete structure; the working base point 2 is poured above the working base point foundation 4 and is positioned at the lower layer of the base point station house 1, the working base point observation pier 6 is positioned above the working base point 2, and the working base point observation pier 6 penetrates through the base point station house observation layer 5; and a forced centering base 10 is arranged above the working base point observation pier 6.
The measuring robot is arranged on a working base point 2, is fixed on a forced centering base 10 through a connecting screw, and conducts dam surface deformation observation through a base point station house observation window 14.
And the pipe wall of the upper layer of the base point station room 1 is provided with a base point station room observation window 14.
The section of the observation layer 5 of the base station house is circular and has the same inner diameter as the base station house 1; the longitudinal width of the observation layer beam 11 is smaller than the inner diameter of the base point station house observation layer 5, and an observation pier gap 9 is arranged between the base point station house observation layer 5 and the working base point observation pier 6. The deformation of the observation layer 5 of the base station house does not influence the whole observation pier 6 of the working base point. (the beam 11 of the observation layer is a heavy and heavy beam with a steel-concrete structure, the observation layer 5 of the base station house has the same inner diameter as the base station house 1 and provides a complete supporting plane)
The base point station house foundation 3 and the working base point foundation 4 are designed in a separated mode, and backfill is adopted for separation; the observation layer 5 of the base station house and the observation pier 6 of the working base point adopt a separation design and adopt a gap separation. (namely, the design of a double separation structure, the observation pier 6 of the operating base point is arranged eccentrically to the observation layer 5 of the base point station house and is close to one side of the observation window 14 of the base point station house)
The base point station house foundation 3 is required to meet the bearing capacity requirement, and the top surface of the base point station house foundation 3 is basically level with the top surface of the working base point foundation 4, so that the internal level of the base point station house 1 is ensured, and observation equipment and auxiliary equipment are conveniently arranged.
The base point station room 1 lower floor be provided with observation room horizon 7, job base point 2 run through observation room ground level 7, just job base point 2 with observation room ground level 7 between be provided with the mound gap 8 is observed to the horizon. The base point station house is horizontally deformed without influencing the working base point.
The deformation of the observation house horizon 7 does not influence the integral structure of the working base point 2
And a gap is arranged between the ring beam 17 at the top of the base station building and the brick wall 15 of the base station building.
The depth of the base of the working base point foundation 4 embedded into the soil layer is not less than 1.5 m. The depth of the base of the working base point foundation 4 embedded into the soil layer is not less than 1.5m, and the base is required to be embedded into the position below the freezing line in the freezing area so as to be firm and stable and not influenced by external factors. Meanwhile, in order to enlarge the observation field of view, the operating base point foundation 4 is arranged eccentrically to the base point station house 1, close to the observation window side. The observation pier 6 is connected with the working base point foundation 4, is internally provided with a steel bar and is integrated with concrete pouring. The observation pier 6 should keep the center line of the upright vertical, and the inclination of the observation pier should not be greater than 4';
the operating base point foundation 4 is arranged eccentrically to the base point station house 1 and is close to the observation window 14 side of the base point station house.
The working base point observation pier 6 and the forced centering base 10 are both vertically arranged along the center line of the upright column, and the inclination of the working base point observation pier 6 is not more than 4 degrees. A forced centering base 10 is arranged at the top of the observation pier 6 for installing the measuring robot, and a forced centering base 11 is required to be horizontal.
During construction, firstly, the positions of a base station house 1 and a working base point 2 are determined, a working base point foundation 4 is excavated and processed, a base station house foundation 3 and the working base point foundation 4 are respectively poured, lightning protection grounding and pre-buried pipelines are made, the base station house 1 is built layer by layer, then the working base point observation pier 6 is integrally poured, finally, the base station house observation layer 5 is poured and the base station house 1 is processed in a horizontal manner, and gaps among the working base point observation pier 6, the base station house observation layer 5 and the observation house floor 7 are reserved.
The above-mentioned parts not described in detail are prior art.
Claims (9)
1. The utility model provides a basis disconnect-type warp measuring robot basic point station room which characterized in that: the base point station house (1) is cylindrical in whole body and is manufactured by adopting a brick-concrete structure, the inner part of the base point station house (1) is built into an upper layer and a lower layer, the top of the upper layer of the base point station house (1) is provided with a base point station house observation roof (18), a base point station house observation layer (5) is arranged between the upper layer and the lower layer, and the lower layer is fixed on two base point station house foundations (3) which are parallel to each other;
one side of the upper layer of the base point station house (1) is provided with a base point station house brick wall (15), and one side of the lower layer is provided with a base point station house door (13);
the base point station house observation layer is characterized in that an observation layer cross beam (11) is poured at the lower end of the base point station house observation layer (5), observation layer ring beams (12) are arranged at two ends of the observation layer cross beam (11), and a base point station house observation roof (18) lower end is provided with a base point station house roof ring beam (17).
2. The foundation separation type deformation measuring robot base station room as claimed in claim 1, wherein: a working base point foundation (4), a working base point (2) and a working base point observation pier (6) are arranged in the base point station house (1); the working base point (2) is poured above the working base point foundation (4) and is positioned at the lower layer of the base point station house (1), the working base point observation pier (6) is positioned above the working base point (2), and the working base point observation pier (6) penetrates through the base point station house observation layer (5); and a forced centering base (10) is arranged above the working base point observation pier (6).
3. The foundation separation type deformation measurement robot base station room according to claim 1 or 2, wherein: and the pipe wall of the upper layer of the base point station house (1) is provided with a base point station house observation window (14).
4. The foundation separation type deformation measuring robot base station room as claimed in claim 2, wherein: the section of the observation layer (5) of the base station house is circular and has the same inner diameter as the base station house (1); the observation layer beam (11) has a longitudinal width smaller than the inner diameter of the observation layer (5) of the base station house, and an observation pier gap (9) is arranged between the observation layer (5) of the base station house and the observation pier (6) of the working base point.
5. The foundation separation type deformation measuring robot base station room according to claim 4, wherein: the base point station room (1) lower floor be provided with observation room horizon (7), work base point (2) run through observation room horizon (7), just work base point (2) with observation room horizon (7) between be provided with horizon observation mound gap (8).
6. The foundation separation type deformation measuring robot base station room according to claim 5, wherein: a gap is arranged between the ring beam (17) at the top of the base station house and the brick wall (15) of the base station house.
7. The foundation separation type deformation measuring robot base station room as claimed in claim 2, wherein: the depth of the base of the working base point foundation (4) embedded into the soil layer is not less than 1.5 m.
8. The foundation separation type deformation measuring robot base station room according to claim 7, wherein: the eccentric base point station house (1) of the working base point foundation (4) is arranged and close to the observation window (14) side of the base point station house.
9. The foundation separation type deformation measuring robot base station room according to claim 7, wherein: the working base point observation pier (6) and the forced centering base (10) are both vertically arranged along the center line of the upright column, and the inclination of the working base point observation pier (6) is not more than 4 degrees.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201921430951.7U CN211626442U (en) | 2019-08-30 | 2019-08-30 | Foundation separation type deformation measuring robot base point station room |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201921430951.7U CN211626442U (en) | 2019-08-30 | 2019-08-30 | Foundation separation type deformation measuring robot base point station room |
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| Publication Number | Publication Date |
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| CN211626442U true CN211626442U (en) | 2020-10-02 |
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| CN201921430951.7U Withdrawn - After Issue CN211626442U (en) | 2019-08-30 | 2019-08-30 | Foundation separation type deformation measuring robot base point station room |
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Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110608712A (en) * | 2019-08-30 | 2019-12-24 | 长江勘测规划设计研究有限责任公司 | Foundation separation type deformation measuring robot base point station room |
-
2019
- 2019-08-30 CN CN201921430951.7U patent/CN211626442U/en not_active Withdrawn - After Issue
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110608712A (en) * | 2019-08-30 | 2019-12-24 | 长江勘测规划设计研究有限责任公司 | Foundation separation type deformation measuring robot base point station room |
| CN110608712B (en) * | 2019-08-30 | 2024-04-12 | 长江勘测规划设计研究有限责任公司 | Foundation separation type deformation measurement robot foundation point station room |
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| AV01 | Patent right actively abandoned |
Granted publication date: 20201002 Effective date of abandoning: 20240412 |
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| AV01 | Patent right actively abandoned |
Granted publication date: 20201002 Effective date of abandoning: 20240412 |
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| AV01 | Patent right actively abandoned | ||
| AV01 | Patent right actively abandoned |