CN108915263A - The method built for reference line - Google Patents
The method built for reference line Download PDFInfo
- Publication number
- CN108915263A CN108915263A CN201810696139.2A CN201810696139A CN108915263A CN 108915263 A CN108915263 A CN 108915263A CN 201810696139 A CN201810696139 A CN 201810696139A CN 108915263 A CN108915263 A CN 108915263A
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- CN
- China
- Prior art keywords
- line
- built
- reference line
- quasi
- foundation
- Prior art date
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Classifications
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
- E04G21/00—Preparing, conveying, or working-up building materials or building elements in situ; Other devices or measures for constructional work
-
- C—CHEMISTRY; METALLURGY
- C09—DYES; PAINTS; POLISHES; NATURAL RESINS; ADHESIVES; COMPOSITIONS NOT OTHERWISE PROVIDED FOR; APPLICATIONS OF MATERIALS NOT OTHERWISE PROVIDED FOR
- C09D—COATING COMPOSITIONS, e.g. PAINTS, VARNISHES OR LACQUERS; FILLING PASTES; CHEMICAL PAINT OR INK REMOVERS; INKS; CORRECTING FLUIDS; WOODSTAINS; PASTES OR SOLIDS FOR COLOURING OR PRINTING; USE OF MATERIALS THEREFOR
- C09D127/00—Coating compositions based on homopolymers or copolymers of compounds having one or more unsaturated aliphatic radicals, each having only one carbon-to-carbon double bond, and at least one being terminated by a halogen; Coating compositions based on derivatives of such polymers
- C09D127/02—Coating compositions based on homopolymers or copolymers of compounds having one or more unsaturated aliphatic radicals, each having only one carbon-to-carbon double bond, and at least one being terminated by a halogen; Coating compositions based on derivatives of such polymers not modified by chemical after-treatment
- C09D127/12—Coating compositions based on homopolymers or copolymers of compounds having one or more unsaturated aliphatic radicals, each having only one carbon-to-carbon double bond, and at least one being terminated by a halogen; Coating compositions based on derivatives of such polymers not modified by chemical after-treatment containing fluorine atoms
-
- C—CHEMISTRY; METALLURGY
- C09—DYES; PAINTS; POLISHES; NATURAL RESINS; ADHESIVES; COMPOSITIONS NOT OTHERWISE PROVIDED FOR; APPLICATIONS OF MATERIALS NOT OTHERWISE PROVIDED FOR
- C09D—COATING COMPOSITIONS, e.g. PAINTS, VARNISHES OR LACQUERS; FILLING PASTES; CHEMICAL PAINT OR INK REMOVERS; INKS; CORRECTING FLUIDS; WOODSTAINS; PASTES OR SOLIDS FOR COLOURING OR PRINTING; USE OF MATERIALS THEREFOR
- C09D7/00—Features of coating compositions, not provided for in group C09D5/00; Processes for incorporating ingredients in coating compositions
- C09D7/40—Additives
- C09D7/60—Additives non-macromolecular
- C09D7/61—Additives non-macromolecular inorganic
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
- E04G21/00—Preparing, conveying, or working-up building materials or building elements in situ; Other devices or measures for constructional work
- E04G21/14—Conveying or assembling building elements
- E04G21/16—Tools or apparatus
- E04G21/18—Adjusting tools; Templates
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- Engineering & Computer Science (AREA)
- Chemical & Material Sciences (AREA)
- Architecture (AREA)
- Wood Science & Technology (AREA)
- Structural Engineering (AREA)
- Civil Engineering (AREA)
- Life Sciences & Earth Sciences (AREA)
- Materials Engineering (AREA)
- Mechanical Engineering (AREA)
- Organic Chemistry (AREA)
- Inorganic Chemistry (AREA)
- Conveying And Assembling Of Building Elements In Situ (AREA)
- Length-Measuring Instruments Using Mechanical Means (AREA)
Abstract
The invention discloses a kind of methods built for reference line, including releasing the quasi- control line of three foundation, part cable mark according to demand, the placement for being convenient for cable by the way that multiple idler wheels are arranged, the idiosome numerical value that above-mentioned elevation line is measured by level, it is installed, its adjacent base point of installation height difference should be less than 0.2MM, and it is layered according to drawing size, again to the height reinforcement placing for being directed to every layer, above-mentioned reinforcing bar outer wall full-filling coating, in build process it is expected to solve interim place, if being directed to after entire space set up, it needs that space is locally constructed and built, new space reference sets up slow problem.
Description
Technical field
The present invention relates to building building methods, and in particular to a method of it is built for reference line.
Background technique
Surveying setting-out provides accurate, careful measurement for engineering construction, be related to engineering whether can smooth construction in line with the drawings, be
The important technology of construction quality guarantees；
In the build process in interim place, the material selected is easy to disassemble, builds a usually entirety, and building is
It is built according to real-time requirement, sometimes temporary home needs to be modified, whole due to being directed in order to the new demand of adaptation
A space is once set up excessively, and for needing improved local space to be constructed and built, the benchmark frame in new space is difficult
It spends larger, and sets up slow.
Summary of the invention
The purpose of the present invention is to provide a kind of methods built for reference line, it is expected to solve interim place
In build process, if being directed to after entire space set up, need that space is locally constructed and built, new space base
Standard sets up slow problem.
In order to solve the above technical problems, the present invention uses following technical scheme：It is a kind of to be built for reference line
Method includes the following steps：S1, it is measured in construction space by horizontal angle surveying and vertical angular measurement, and releases three
Benchmark control line, the quasi- control line of three foundation are classified into according to construction pattern, are divided into axis, control line, elevation line；
S2, the quasi- control line of three foundation locally use cable mark according to demand, the placement for being convenient for cable by the way that multiple idler wheels are arranged;
S3, the reference line are made of Liang Ge reference center point, and reference line is nearby inserted into multiple scales；S4, the elevation line pass through
The idiosome numerical value that level is measured, is installed, and adjacent base point of installation height difference should be less than 0.2MM；S5, by the quasi- control of three foundation
Line number value processed is recorded, and is layered according to drawing size, then to the height reinforcement placing for being directed to every layer；Reinforcing bar described in S6
Outer wall full-filling coating.
Preferably, the coating includes fluorocarbon resin 30%, lime 3%, polyethylene 3%, carclazyte 2%, flexibility agent
2%, stick 1%, borax powder 0.5% are glued.
Preferably, the horizontal angle surveying, vertical angular measurement are all made of engineering measuring instrument and measure.
Further technical solution is that the horizontal angle surveying, vertical angular measurement, in measurement process, ruler end will be reversed end for end,
Repeatedly reading, and progress 2 times or more are returned survey, measuring back and forth once is the survey time, repeatedly to measure difference and the ratio of distances constant amount of expression
Away from precision.
Further technical solution is, the vertical angular measurement by the slant range of target point be converted into horizontal distance into
Row record.
Preferably, the scale is round scale, the center of the circle scale is on same straight line.
Compared with prior art, the beneficial effects of the invention are as follows：In the build process in interim place, pass through rapid build
Reference line, then partial reference mark is carried out by cable, local space is set up convenient for staff, is mentioned by coating
The insulated heat performance of high reinforcement placing avoids reinforcing bar from being affected by temperature reduction and stablizes, reduces it by way of repeatedly measuring
Measurement error guarantees the precision that local space is built, and is marked and is recorded by ruler, and placement sets up existing deviation.
Specific embodiment
In order to make the objectives, technical solutions, and advantages of the present invention clearer, with reference to embodiments, to the present invention
It is further elaborated.It should be appreciated that the specific embodiments described herein are merely illustrative of the present invention, it is not used to
Limit the present invention.
Embodiment 1：One embodiment of the present of invention is, a method of it is built for reference line, including is walked as follows
Suddenly：S1, it is measured in construction space by horizontal angle surveying and vertical angular measurement, and releases the quasi- control line of three foundation, it is described
The quasi- control line of three foundation is classified into according to construction pattern, is divided into axis, control line, elevation line；S2, three foundation are quasi-
Control line locally uses cable mark according to demand, the placement for being convenient for cable by the way that multiple idler wheels are arranged;S3, the reference line are by two
A reference center's point is constituted, and reference line is nearby inserted into multiple scales；The idiosome number that S4, the elevation line are measured by level
Value, is installed, adjacent base point of installation height difference should be less than 0.2MM；S5, the quasi- control line numerical value of three foundation is recorded,
And it is layered according to drawing size, then to the height reinforcement placing for being directed to every layer；Reinforcing bar outer wall full-filling coating described in S6,
Its school is needed before calculating to building profile control point data and dimensioning, in order to calculate relative dimensions, by control point
The quasi- control line of three foundation is set up, scale appropriate is taken to be marked to guarantee tightness in local space, by with cable
Local engineering section is marked, and the error brought by control measures is divided in engineering section, produces it not to construction quality
Raw any influence guarantees the precision of its construction to reach live adjustment.
Embodiment 2, the difference that the present embodiment compares with above-described embodiment are that step S6, the coating include fluorocarbon resin
30%, lime 3%, polyethylene 3%, carclazyte 2%, flexibility agent 2%, viscous stick 1%, borax powder 0.5%, improve frame by coating
If the insulated heat performance of reinforcing bar, avoids reinforcing bar from being affected by temperature reduction and stablize.
The difference of embodiment 3, the present embodiment and above-described embodiment is that step S1, the horizontal angle surveying, vertical angle are surveyed
Amount is all made of engineering measuring instrument and measures, and makes its measurement method convenient for extensive utilization by engineering measuring instrument, by by engineering
Measuring instrument leveling starts to read, and aims at initial position, reads by clockwise, goes back to initial position, and then detects left survey and return
Whether homodyne transfinites, and aims at initial position again, reads by counterclockwise, goes back to initial position, and then detects right survey zero
Whether difference transfinites.
Further, the horizontal angle surveying, vertical angular measurement, in measurement process, ruler end will be reversed end for end, and repeatedly be read,
And progress 2 times or more are returned survey, measuring back and forth is once the survey time, indicates Measurement accuracy repeatedly to measure difference and ratio of distances constant, right
Local space uses main shaft itself for basic control, and after setting main shaft using its survey, local space is with whole main shaft
Based on, its measurement error is reduced by way of repeatedly measuring, and guarantees the precision that local space is built.
Further, the vertical angular measurement converts horizontal distance for the slant range of target point and records.
The difference of embodiment 4, the present embodiment and above-described embodiment is that S2, the scale are round scale, the circle
The center of scale is marked on same straight line by scale, reduces surveying and locating to a certain extent to scene
The interference of construction.
Although reference be made herein to invention has been described for multiple explanatory embodiments of the invention, however, it is to be understood that
Those skilled in the art can be designed that a lot of other modification and implementations, these modifications and implementations will fall in this Shen
It please be within disclosed scope and spirit.More specifically, it is disclosed, in the scope of the claims in the application, it can be to master
The building block and/or layout for inscribing composite configuration carry out a variety of variations and modifications.In addition to what is carried out to building block and/or layout
Outside modification and improvement, to those skilled in the art, other purposes also be will be apparent.
Claims (6)
1. a kind of method built for reference line, which is characterized in that include the following steps：（1）Pass through in construction space
Horizontal angle surveying and vertical angular measurement measure, and release the quasi- control line of three foundation, and the quasi- control line of three foundation is into basis
Construction pattern is classified, and axis, control line, elevation line are divided into；（2）The quasi- control line of three foundation is locally used according to demand
Cable mark, the placement for being convenient for cable by the way that multiple idler wheels are arranged；（3）The reference line is made of Liang Ge reference center point,
Reference line is nearby inserted into multiple scales；（4）The idiosome numerical value that the elevation line is measured by level, is installed, adjacent
Base point of installation height difference should be less than 0.2MM；（5）The quasi- control line numerical value of three foundation is recorded, and is carried out according to drawing size
Layering, then to the height reinforcement placing for being directed to every layer；（6）The reinforcing bar outer wall full-filling coating.
2. the method according to claim 1 built for reference line, it is characterised in that：The coating includes fluorine carbon
Resin 30%, lime 3%, polyethylene 3%, carclazyte 2%, flexibility agent 2%, viscous stick 1%, borax powder 0.5%.
3. the method according to claim 1 built for reference line, it is characterised in that：The horizontal angle surveying,
Vertical angular measurement is all made of engineering measuring instrument and measures.
4. the method according to claim 3 built for reference line, it is characterised in that：The horizontal angle surveying,
Vertical angular measurement, in measurement process, ruler end will be reversed end for end, and repeatedly be read, and carry out returning survey for 2 times or more, measured back and forth and be once
Survey time indicates Measurement accuracy repeatedly to measure difference and ratio of distances constant.
5. the method according to claim 4 built for reference line, it is characterised in that：The vertical angular measurement will
The slant range of target point is converted into horizontal distance and is recorded.
6. the method according to claim 1 built for reference line, it is characterised in that：The scale is round mark
Ruler, the center of the circle scale is on same straight line.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201810696139.2A CN108915263B (en) | 2018-06-29 | 2018-06-29 | Method for building reference line |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201810696139.2A CN108915263B (en) | 2018-06-29 | 2018-06-29 | Method for building reference line |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN108915263A true CN108915263A (en) | 2018-11-30 |
| CN108915263B CN108915263B (en) | 2021-08-31 |
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201810696139.2A Active CN108915263B (en) | 2018-06-29 | 2018-06-29 | Method for building reference line |
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| Country | Link |
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| CN (1) | CN108915263B (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111119484A (en) * | 2020-01-20 | 2020-05-08 | 盛联盛一装饰有限公司 | Building construction pre-paying-off confirmation method |
Citations (6)
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|---|---|---|---|---|
| CN101315139A (en) * | 2008-06-20 | 2008-12-03 | 广州市自来水工程公司 | Immersed pipe construction technique of river crossing pipe |
| CN102995910A (en) * | 2012-12-13 | 2013-03-27 | 北京创高铁研科技发展有限公司 | Control method for axis elevation of frame structure |
| CN104251688A (en) * | 2014-09-25 | 2014-12-31 | 陕西华山路桥工程有限公司 | Method for linear directional measurement by utilizing laser in pipe jacking engineering |
| CN105587127A (en) * | 2015-06-17 | 2016-05-18 | 深圳建业工程集团股份有限公司 | Method for locating outer wall prefabricated hanging plate based on laser line marking instrument |
| CN106320707A (en) * | 2016-08-31 | 2017-01-11 | 杭州构家网络科技有限公司 | Full projection paying-off method |
| CN107524297A (en) * | 2016-06-22 | 2017-12-29 | 中国二十冶集团有限公司 | Taper type roof truss high-altitude positioning construction method |
-
2018
- 2018-06-29 CN CN201810696139.2A patent/CN108915263B/en active Active
Patent Citations (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN101315139A (en) * | 2008-06-20 | 2008-12-03 | 广州市自来水工程公司 | Immersed pipe construction technique of river crossing pipe |
| CN102995910A (en) * | 2012-12-13 | 2013-03-27 | 北京创高铁研科技发展有限公司 | Control method for axis elevation of frame structure |
| CN104251688A (en) * | 2014-09-25 | 2014-12-31 | 陕西华山路桥工程有限公司 | Method for linear directional measurement by utilizing laser in pipe jacking engineering |
| CN105587127A (en) * | 2015-06-17 | 2016-05-18 | 深圳建业工程集团股份有限公司 | Method for locating outer wall prefabricated hanging plate based on laser line marking instrument |
| CN105587127B (en) * | 2015-06-17 | 2017-10-10 | 深圳建业工程集团股份有限公司 | The exterior wall prefabricated concrete board localization method realized by means of Laser Line Marker |
| CN107524297A (en) * | 2016-06-22 | 2017-12-29 | 中国二十冶集团有限公司 | Taper type roof truss high-altitude positioning construction method |
| CN106320707A (en) * | 2016-08-31 | 2017-01-11 | 杭州构家网络科技有限公司 | Full projection paying-off method |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
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| CN111119484A (en) * | 2020-01-20 | 2020-05-08 | 盛联盛一装饰有限公司 | Building construction pre-paying-off confirmation method |
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| CN108915263B (en) | 2021-08-31 |
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Effective date of registration: 20221118 Address after: 710000 Room 401, Building 7A, West Yungu Phase II, Fengxi New City, Xixian New District, Xi'an, Shaanxi Patentee after: Shaanxi Jinmao Technology Co.,Ltd. Address before: 610000 No. 3, floor 1, building 1, No. 45, Shuangqing Road, Chenghua District, Chengdu, Sichuan Patentee before: CHENGDU JIN YUXIONGHUI BUILDING ENGINEERING CO.,LTD. |