CN109357660A - Building drawing and pulling type settlement observation method - Google Patents
Building drawing and pulling type settlement observation method Download PDFInfo
- Publication number
- CN109357660A CN109357660A CN201811398253.3A CN201811398253A CN109357660A CN 109357660 A CN109357660 A CN 109357660A CN 201811398253 A CN201811398253 A CN 201811398253A CN 109357660 A CN109357660 A CN 109357660A
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- CN
- China
- Prior art keywords
- observation
- jackscrew
- buried set
- matrix
- pulling type
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
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Classifications
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- G—PHYSICS
- G01—MEASURING; TESTING
- G01C—MEASURING DISTANCES, LEVELS OR BEARINGS; SURVEYING; NAVIGATION; GYROSCOPIC INSTRUMENTS; PHOTOGRAMMETRY OR VIDEOGRAMMETRY
- G01C5/00—Measuring height; Measuring distances transverse to line of sight; Levelling between separated points; Surveyors' levels
Abstract
The present invention relates to a kind of building drawing and pulling type settlement observation methods, this method includes an observation device, the device includes pre-buried set and observation part, pre-buried set is built-in with the slideway for observation part sliding, and in the front side of pre-buried set, towards the installation of slideway internal messing, there are two jackscrews, and observation part includes probe and matrix, matrix profile matches with pre-buried set inner slide, probe is installed on matrix top, horizontally disposed to have a level meter on the matrix position below probe.The configuration of the present invention is simple, it is hidden embedded, it is easy to set up, mark is pushed into protecting box when not observing, prevents destroying into external force, mark is pulled out and leveled by when observation.The requirement of settlement observation and or influence architectural appearance in construction can be met at any time.
Description
Technical field
The invention belongs to Electric Power Capital Construction field, especially a kind of building drawing and pulling type settlement observation method.
Background technique
The laying of settlement observation point is a critically important link in settlement observation, it directly affects observation data energy
The no bulk settling trend for being truly reflected out building and local Deposition Characteristic.However according to the relevant departments of the investigation, this work
There are many problems in actually carrying out.Wherein most distinct issues first is that sedimentation observing mark does not meet national standard wants
It asks.Many construction, unit in charge of construction often use fine steel rib, short band iron or steel nail etc. as sedimentation observing mark, as a result due to lacking
Effective protection situations such as being displaced, damage frequent occurrence, losing, not only causes posterior settlement observation data inaccurate, and serious shadow
Ring continuing for detection work.Settlement observation point is arranged in construction to be arranged more simply, such as in exterior walls of buildings
The fixed protrusion of surface setting, or directly using external wall axis extraction control point as settlement observation point, it is such fixed
Settling observing point mark has the following deficiencies: inconvenient to use, and concealment is bad, easy to damage, and unsightly, and versatility is or not appearance
It is good, it is easy securely to loosen, influences detection effect.
Summary of the invention
It is an object of the invention to provide in place of overcome the deficiencies in the prior art, a kind of structure is simple, building of being easily installed
Build object drawing and pulling type settlement observation method.
The present invention solves its technical problem and adopts the following technical solutions to achieve:
A kind of building drawing and pulling type settlement observation method, this method include an observation device, the device include pre-buried set with
And observation part, pre-buried set are built-in with the slideway for observation part sliding, are equipped with two towards slideway internal messing in the front side of pre-buried set
A jackscrew, observation part includes probe and matrix, and matrix profile matches with pre-buried set inner slide, and probe is installed on matrix top,
On matrix position below probe, horizontally disposed to have a level meter, observation method is:
(1) observation part is pushed into pre-buried set and is held out against, then locked with jackscrew level, at settlement observation point to be placed
Before the concreting of shear wall or pillar, pre-buried set is embedded in building member；Pre-buried set can also be embedded in advance and be sheared
In wall or pillar, then direct casting concrete guarantees that the position of jackscrew is exposed if being mounted with jackscrew；
(2) jackscrew is unlocked, by observation part from pre-buried set pull-up, the levelness of observation part is adjusted by jackscrew, when level
It can be observed；
(3) after observing, jackscrew is unlocked, observation part is pushed back in pre-buried set and held out against, then is locked with jackscrew level.
Moreover, described two jackscrews are horizontally disposed.
Moreover, observation window center is provided with central point there are observation window in the middle part of the level meter.
Moreover, level described in step (2) is when spirit bubble is overlapped with the central point in the middle part of observation window in level meter.
Moreover, selecting observation part according to external thermal insulation or the thickness of decorative layer when band insulation and decoration on external wall
Length.
The advantages and positive effects of the present invention are:
The configuration of the present invention is simple, it is hidden embedded, it is easy to set up, mark is pushed into protecting box when not observing, is prevented into external force
It destroys, mark is pulled out and leveled by when observation.Can meet at any time in construction the requirement of settlement observation and or
Influence architectural appearance.
Detailed description of the invention
Fig. 1 is the structural schematic diagram of pre-buried set in the present invention；
Fig. 2 is the top view of Fig. 1；
Fig. 3 is the structural schematic diagram of pre-buried set in the present invention；
Fig. 4 is the right view in the present invention；
Structural schematic diagram when Fig. 5 is pre-buried set and observation part installation.
Specific embodiment
The invention will be further described with reference to the accompanying drawing and by specific embodiment, and following embodiment is descriptive
, it is not restrictive, this does not limit the scope of protection of the present invention.
A kind of building drawing and pulling type settlement observation method, this method include an observation device, which includes pre-buried set 1-1
And observation part, pre-buried set are built-in with the slideway 1-3 for observation part sliding, install in the front side of pre-buried set towards slideway internal messing
There are two horizontally disposed jackscrew 1-2, observation part includes probe 2-2 and matrix 2-1, matrix profile and pre-buried set inner slide phase
Probe is installed on matching, matrix top.
On matrix position below probe, horizontally disposed have a level meter 2-3, there are observation window 2-4 in the middle part of level meter,
Observation window center is provided with central point 2-5.
Working method of the invention:
(1) observation part is pushed into pre-buried set and is held out against, then locked with jackscrew level, at settlement observation point to be placed
Before the concreting of shear wall or pillar, pre-buried set is embedded in building member；Pre-buried set can also be embedded in advance and be sheared
In wall or pillar, then direct casting concrete guarantees that the position of jackscrew is exposed if being mounted with jackscrew；
(2) jackscrew is unlocked, by observation part from pre-buried set pull-up, when due to observation, observing environment is not necessarily horizontality,
There is part and tilt in such as shear wall or pillar ontology or while pouring pre-buried set, so adjusting the level for observing part by jackscrew
Degree, can be observed when spirit bubble is overlapped with the central point in the middle part of observation window in level meter；
(3) after observing, jackscrew is unlocked, observation part is pushed back in pre-buried set and held out against, then is locked with jackscrew level.
When band insulation and decoration on external wall, it should however be noted that
The length that observation part is selected according to external thermal insulation or the thickness of decorative layer guarantees to stretch out external thermal insulation or decorative layer.
Although disclosing the embodiment of the present invention and attached drawing for the purpose of illustration, those skilled in the art can be managed
Solution: do not departing from the present invention and spirit and scope of the appended claims in, various substitutions, changes and modifications be all it is possible,
Therefore, the scope of the present invention is not limited to the embodiment and attached drawing disclosure of that.
Claims (5)
1. a kind of building drawing and pulling type settlement observation method, it is characterised in that: this method includes an observation device, which includes
Pre-buried set and observation part, pre-buried set is built-in with the slideway for observation part sliding, in the front side of pre-buried set towards slideway internal messing
There are two jackscrews for installation, and observation part includes probe and matrix, and matrix profile matches with pre-buried set inner slide, matrix top peace
Probe is filled, on the matrix position below probe, horizontally disposed to have a level meter, observation method is:
(1) observation part is pushed into pre-buried set and is held out against, then locked with jackscrew level, the shearing at settlement observation point to be placed
Before the concreting of wall or pillar, pre-buried set is embedded in building member；Can also in advance by pre-buried set be embedded to shear wall or
In pillar, then direct casting concrete guarantees that the position of jackscrew is exposed if being mounted with jackscrew；
(2) jackscrew is unlocked, by observation part from pre-buried set pull-up, the levelness of observation part is adjusted by jackscrew, when level
It is observed；
(3) after observing, jackscrew is unlocked, observation part is pushed back in pre-buried set and held out against, then is locked with jackscrew level.
2. building drawing and pulling type settlement observation method as described in claim 1, it is characterised in that: described two jackscrew levels are set
It sets.
3. building drawing and pulling type settlement observation method as described in claim 1, it is characterised in that: in the middle part of the level meter there are
Observation window, observation window center are provided with central point.
4. building drawing and pulling type settlement observation method as claimed in claim 3, it is characterised in that: water described in step (2)
Put down for when in level meter spirit bubble be overlapped with the central point in the middle part of observation window.
5. building drawing and pulling type settlement observation method as claimed in claim 4, it is characterised in that: when band heat preservation on external wall
When decoration, the length of observation part is selected according to external thermal insulation or the thickness of decorative layer.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201811398253.3A CN109357660A (en) | 2018-11-22 | 2018-11-22 | Building drawing and pulling type settlement observation method |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201811398253.3A CN109357660A (en) | 2018-11-22 | 2018-11-22 | Building drawing and pulling type settlement observation method |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN109357660A true CN109357660A (en) | 2019-02-19 |
Family
ID=65338403
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201811398253.3A Pending CN109357660A (en) | 2018-11-22 | 2018-11-22 | Building drawing and pulling type settlement observation method |
Country Status (1)
| Country | Link |
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| CN (1) | CN109357660A (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110426014A (en) * | 2019-09-04 | 2019-11-08 | 国网黑龙江省电力有限公司哈尔滨供电公司 | The on-line monitoring method of substation secondary cable sedimentation |
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| CN104501772A (en) * | 2014-12-16 | 2015-04-08 | 河海大学 | Device and method for monitoring differential settlement in portfolio for soil-stone combined region with hydraulic structure |
| CN204612719U (en) * | 2015-05-15 | 2015-09-02 | 山东三箭建设工程股份有限公司 | A kind of settlement observer |
| US20150299978A1 (en) * | 2014-04-18 | 2015-10-22 | Hydrochina Huadong Engineering Corporation Limited | Connection Structure for Blocking Settlement of Ground |
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| CN106524994A (en) * | 2016-10-29 | 2017-03-22 | 中国十七冶集团有限公司 | Embedded part, observation part, settlement observation point component for settlement observation and observation method |
| CN206369545U (en) * | 2016-12-30 | 2017-08-01 | 陈立 | A kind of building subsidence observation point device |
| CN207019683U (en) * | 2017-03-27 | 2018-02-16 | 中国二十冶集团有限公司 | The detachable square settlement observation point of combination |
| CN107860356A (en) * | 2017-12-21 | 2018-03-30 | 湖南省第五工程有限公司 | A kind of drawer type settlement observer |
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2018
- 2018-11-22 CN CN201811398253.3A patent/CN109357660A/en active Pending
Patent Citations (11)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102721414A (en) * | 2012-06-28 | 2012-10-10 | 中建八局第二建设有限公司 | Embedded part on settlement observation point and application method thereof |
| CN103485319A (en) * | 2013-08-27 | 2014-01-01 | 合肥工业大学 | Photoelectric type high backfill earthwork settling volume testing device and mounting method thereof |
| US20150299978A1 (en) * | 2014-04-18 | 2015-10-22 | Hydrochina Huadong Engineering Corporation Limited | Connection Structure for Blocking Settlement of Ground |
| CN204142256U (en) * | 2014-08-13 | 2015-02-04 | 中天建设集团有限公司天津分公司 | A kind of device for observing subsidence of building |
| CN104501772A (en) * | 2014-12-16 | 2015-04-08 | 河海大学 | Device and method for monitoring differential settlement in portfolio for soil-stone combined region with hydraulic structure |
| CN204612719U (en) * | 2015-05-15 | 2015-09-02 | 山东三箭建设工程股份有限公司 | A kind of settlement observer |
| CN105509710A (en) * | 2015-12-31 | 2016-04-20 | 天津市大地海陆岩土工程技术开发有限公司 | Detection method for ground surface settlement |
| CN106524994A (en) * | 2016-10-29 | 2017-03-22 | 中国十七冶集团有限公司 | Embedded part, observation part, settlement observation point component for settlement observation and observation method |
| CN206369545U (en) * | 2016-12-30 | 2017-08-01 | 陈立 | A kind of building subsidence observation point device |
| CN207019683U (en) * | 2017-03-27 | 2018-02-16 | 中国二十冶集团有限公司 | The detachable square settlement observation point of combination |
| CN107860356A (en) * | 2017-12-21 | 2018-03-30 | 湖南省第五工程有限公司 | A kind of drawer type settlement observer |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110426014A (en) * | 2019-09-04 | 2019-11-08 | 国网黑龙江省电力有限公司哈尔滨供电公司 | The on-line monitoring method of substation secondary cable sedimentation |
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Application publication date: 20190219 |
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