CN102721414A - Embedded part on settlement observation point and application method thereof - Google Patents
Embedded part on settlement observation point and application method thereof Download PDFInfo
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- CN102721414A CN102721414A CN2012102157272A CN201210215727A CN102721414A CN 102721414 A CN102721414 A CN 102721414A CN 2012102157272 A CN2012102157272 A CN 2012102157272A CN 201210215727 A CN201210215727 A CN 201210215727A CN 102721414 A CN102721414 A CN 102721414A
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- settlement
- buried sleeve
- bolt
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Abstract
The invention provides an embedded part on a settlement observation point and an application method thereof. The embedded part on the settlement observation point consists of an embedded bushing, a bolt and a screwed plug. Before concrete is poured on a building wall or a building column on a position where a settlement observation point is arranged, the embedded bushing is embedded on the position of a corresponding settlement observation point, then concrete is poured, and a sheath of the embedded bushing is guaranteed to be leveled to the skin of the building wall and the building column; when the observation of the settlement point is not carried out, the screwed plug is screwed into the embedded bushing; and when the observation of the settlement point is needed, the screwed plug is unscrewed, the bolt is screwed into the embedded bushing, and then the settlement point is observed. Compared with the prior art, the sheath of the embedded bushing is guaranteed to be leveled to the skin of the building wall and the building column, so that the safety of the settlement observation point during the non-observation period is guaranteed, the overlong exposed length of the embedded bushing is prevented from influencing the walking of personnel, manmade destruction factors can be reduced, and the settlement observation point is more beautiful.
Description
1, technical field
The present invention relates to building field, specifically a kind of settlement observation point built-in fitting and method of application thereof.
2, background technology
In order accurately to reflect the accurate sedimentation situation of buildings; Equally distributed settlement observation point need be set in the member of buildings; Because mostly existing settlement observation point apparatus is exposed; Influence very much personnel's walking, also influenced the attractive in appearance of buildings greatly, and received artificial destruction easily in construction period.
3, summary of the invention
The objective of the invention is to overcome the deficiency that exists in the prior art, a kind of settlement observation point built-in fitting and method of application thereof are provided.
Technical scheme of the present invention realizes that by following mode the settlement observation point built-in fitting is made up of pre-buried sleeve, bolt and plug, and pre-buried sleeve inner is set to hollow cylinder, and inwall is provided with mantle fiber; The end of bolt and plug is provided with the mantle fiber that adapts with pre-buried sleeve, and bolt and plug are screwed in the pre-buried sleeve through mantle fiber;
The method of application of settlement observation point built-in fitting is following:
(1), before needs are provided with the building wall, post deposit concrete at settlement observation point place, carry out concreting then to corresponding settlement observation point position with pre-buried sleeve is pre-buried, guarantee that the same building wall of pre-buried sleeve crust, post crust are concordant;
(2), when not carrying out settlement point observation, plug is screwed in the pre-buried sleeve;
(3), need carry out settlement point observation time, back out plug, bolt is screwed in the pre-buried sleeve, carry out settlement point observation.
The outer wall of above-mentioned pre-buried sleeve is provided with 2-5 road groove, to increase the anchor force of pre-buried sleeve and building wall, post.
The end end that above-mentioned bolt is provided with mantle fiber is the taper setting.
The arranged outside of above-mentioned bolt has air discharge duct.
Advantage of the present invention is:
The present invention compares with prior art, pre-buried sleeve protruded length is improved, and increased between non-observation and in pre-buried sleeve, screw in plug; Before the building wall at settlement observation point place, post deposit concrete, pre-buried sleeve is pre-buried, guarantee that the same building wall of sleeve crust, post crust are concordant; Guarantee the safety of settlement observation point position between non-observation; The long personnel's of the influence walking of the pre-buried sleeve of having avoided tradition to expose has reduced the artificial destruction factor, and has made settlement observation point more attractive in appearance; Follow-up Decorating Project had no influence; Between non-observation, adopt the form be screwed into plug, guaranteed between long-term non-observation in the getting rusty, pollute, problems such as rubbish filling of pre-buried sleeve.Avoid the loosening observation station that makes of pre-buried sleeve to damage, at sleeve outer wall groove is set, to increase the anchor force of pre-buried sleeve and xoncrete structure, make that pre-buried sleeve is more firm, permanance is better, and measurement data is more accurate.It is taper that bolt screws in sleeve inner branch tip designs, and has increased air discharge duct, makes when bolt rotates into pre-buried sleeve, in time the air in the pre-buried sleeve is discharged, and makes bolt rotate at the end more completely, and has guaranteed and the fitting tightly of pre-buried sleeve.
4, description of drawings
Fig. 1 is the cut-open view of pre-buried sleeve;
Structural representation when Fig. 2 is pre-buried sleeve and bolt installation;
Fig. 3 is pre-buried sleeve and bolt mounted configuration synoptic diagram;
Structural representation when Fig. 4 is pre-buried sleeve and plug installation;
Fig. 5 is pre-buried sleeve and plug mounted configuration synoptic diagram;
Mark in the accompanying drawing is represented respectively: 1, pre-buried sleeve; 2, building wall, post; 3, bolt; 4, air discharge duct; 5, plug.
5, embodiment
Below in conjunction with accompanying drawing settlement observation point built-in fitting of the present invention and method of application thereof are done following the detailed description.Shown in Fig. 1-5; Settlement observation point built-in fitting of the present invention and method of application thereof; The settlement observation point built-in fitting is made up of pre-buried sleeve 1, bolt 3 and plug 5, and pre-buried sleeve 1 set inside is a hollow cylinder, and inwall is provided with mantle fiber; Indulge conflicting of muscle for reducing pre-buried sleeve 1 with structure, pre-buried sleeve 1 diameter is confirmed as 27mm; The end of bolt 3 and plug 5 is provided with the mantle fiber that adapts with pre-buried sleeve 1, and bolt 3 is screwed in the pre-buried sleeve 1 through mantle fiber with plug 5; The end end that bolt 3 is provided with mantle fiber is the taper setting; The air discharge duct 4 that its arranged outside has 2 road 2mm is wide, 1mm is dark makes when bolt 3 is screwed into pre-buried sleeve 1, in time the air in the pre-buried sleeve 1 is discharged; Bolt 3 rotates at the end more completely, and has guaranteed and the fitting tightly of pre-buried sleeve 1.
The method of application of settlement observation point built-in fitting is following:
(1), before needs are provided with the building wall, post 2 deposit concretes at settlement observation point place, carry out concreting then to corresponding settlement observation point position with pre-buried sleeve 1 is pre-buried, guarantee that the same building wall of pre-buried sleeve 1 crust, post 2 crusts are concordant;
(2), when not carrying out settlement point observation, plug 5 is screwed in the pre-buried sleeve 1;
(3), need carry out settlement point observation time, back out plug 5, bolt 3 is screwed in the pre-buried sleeve 1, carry out settlement point observation.
Except that the described technical characterictic of instructions, be the known technology of those skilled in the art.
Claims (4)
1. settlement observation point built-in fitting and method of application thereof, the settlement observation point built-in fitting is made up of pre-buried sleeve, bolt and plug, and pre-buried sleeve inner is set to hollow cylinder, and inwall is provided with mantle fiber; The end of bolt and plug is provided with the mantle fiber that adapts with pre-buried sleeve, and bolt and plug are screwed in the pre-buried sleeve through mantle fiber;
The method of application of settlement observation point built-in fitting is following:
(1), before needs are provided with the building wall, post deposit concrete at settlement observation point place, carry out concreting then to corresponding settlement observation point position with pre-buried sleeve is pre-buried, guarantee that the same building wall of pre-buried sleeve crust, post crust are concordant;
(2), when not carrying out settlement point observation, plug is screwed in the pre-buried sleeve;
(3), need carry out settlement point observation time, back out plug, bolt is screwed in the pre-buried sleeve, carry out settlement point observation.
2. method according to claim 1 is characterized in that the outer wall of pre-buried sleeve is provided with 2-5 road groove, to increase the anchor force of pre-buried sleeve and building wall, post.
3. method according to claim 1 is characterized in that the end end that bolt is provided with mantle fiber is the taper setting.
4. according to claim 1 or 3 described methods, it is characterized in that the arranged outside of bolt has air discharge duct.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
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CN2012102157272A CN102721414A (en) | 2012-06-28 | 2012-06-28 | Embedded part on settlement observation point and application method thereof |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
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CN2012102157272A CN102721414A (en) | 2012-06-28 | 2012-06-28 | Embedded part on settlement observation point and application method thereof |
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CN102721414A true CN102721414A (en) | 2012-10-10 |
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CN2012102157272A Pending CN102721414A (en) | 2012-06-28 | 2012-06-28 | Embedded part on settlement observation point and application method thereof |
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Cited By (8)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN103148835A (en) * | 2013-02-28 | 2013-06-12 | 陈洪凯 | Settlement observing pre-embedded piece, settlement observing device and installation device |
CN105698753A (en) * | 2016-03-14 | 2016-06-22 | 江苏建筑职业技术学院 | Settlement observation device capable of preventing collision damage and use and safekeeping method |
CN106289197A (en) * | 2016-09-08 | 2017-01-04 | 中铁十九局集团第七工程有限公司 | Tunnel non-prism monitoring parameter mark and tunnel non-prism monitoring measurement method |
CN107621256A (en) * | 2017-10-30 | 2018-01-23 | 安徽理工大学 | Interior receipts formula building settlement observation nail |
CN107738340A (en) * | 2017-11-15 | 2018-02-27 | 安徽宝业建工集团有限公司 | A kind of PC wallboard moulds for concrete prefabricated element production line |
CN109357660A (en) * | 2018-11-22 | 2019-02-19 | 国网天津市电力公司 | Building drawing and pulling type settlement observation method |
CN110345910A (en) * | 2019-08-01 | 2019-10-18 | 中国三冶集团有限公司 | A kind of settlement observation point mounting structure and method |
CN111350521A (en) * | 2020-03-09 | 2020-06-30 | 上海孚士德建筑科技有限公司 | Pre-buried sleeve for shield interval |
Citations (5)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN2884135Y (en) * | 2005-12-20 | 2007-03-28 | 山西科源建筑科研检测有限公司 | Settlement obsergvation positioning rod set |
CN201133816Y (en) * | 2007-10-08 | 2008-10-15 | 中建一局集团建设发展有限公司 | Settlement observation mark |
CN101788292A (en) * | 2010-01-25 | 2010-07-28 | 中铁十五局集团有限公司 | Measurement centering device |
CN202255393U (en) * | 2011-09-19 | 2012-05-30 | 中国建筑第八工程局有限公司 | Settlement observation device |
CN202255397U (en) * | 2011-10-31 | 2012-05-30 | 河北建设集团有限公司 | Level mark for settlement observation |
-
2012
- 2012-06-28 CN CN2012102157272A patent/CN102721414A/en active Pending
Patent Citations (5)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN2884135Y (en) * | 2005-12-20 | 2007-03-28 | 山西科源建筑科研检测有限公司 | Settlement obsergvation positioning rod set |
CN201133816Y (en) * | 2007-10-08 | 2008-10-15 | 中建一局集团建设发展有限公司 | Settlement observation mark |
CN101788292A (en) * | 2010-01-25 | 2010-07-28 | 中铁十五局集团有限公司 | Measurement centering device |
CN202255393U (en) * | 2011-09-19 | 2012-05-30 | 中国建筑第八工程局有限公司 | Settlement observation device |
CN202255397U (en) * | 2011-10-31 | 2012-05-30 | 河北建设集团有限公司 | Level mark for settlement observation |
Cited By (8)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN103148835A (en) * | 2013-02-28 | 2013-06-12 | 陈洪凯 | Settlement observing pre-embedded piece, settlement observing device and installation device |
CN105698753A (en) * | 2016-03-14 | 2016-06-22 | 江苏建筑职业技术学院 | Settlement observation device capable of preventing collision damage and use and safekeeping method |
CN106289197A (en) * | 2016-09-08 | 2017-01-04 | 中铁十九局集团第七工程有限公司 | Tunnel non-prism monitoring parameter mark and tunnel non-prism monitoring measurement method |
CN107621256A (en) * | 2017-10-30 | 2018-01-23 | 安徽理工大学 | Interior receipts formula building settlement observation nail |
CN107738340A (en) * | 2017-11-15 | 2018-02-27 | 安徽宝业建工集团有限公司 | A kind of PC wallboard moulds for concrete prefabricated element production line |
CN109357660A (en) * | 2018-11-22 | 2019-02-19 | 国网天津市电力公司 | Building drawing and pulling type settlement observation method |
CN110345910A (en) * | 2019-08-01 | 2019-10-18 | 中国三冶集团有限公司 | A kind of settlement observation point mounting structure and method |
CN111350521A (en) * | 2020-03-09 | 2020-06-30 | 上海孚士德建筑科技有限公司 | Pre-buried sleeve for shield interval |
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Application publication date: 20121010 |