CN105258687A - Detection device and method for cast-in-place concrete wall perpendicularity - Google Patents
Detection device and method for cast-in-place concrete wall perpendicularity Download PDFInfo
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- CN105258687A CN105258687A CN201510703200.8A CN201510703200A CN105258687A CN 105258687 A CN105258687 A CN 105258687A CN 201510703200 A CN201510703200 A CN 201510703200A CN 105258687 A CN105258687 A CN 105258687A
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- G—PHYSICS
- G01—MEASURING; TESTING
- G01C—MEASURING DISTANCES, LEVELS OR BEARINGS; SURVEYING; NAVIGATION; GYROSCOPIC INSTRUMENTS; PHOTOGRAMMETRY OR VIDEOGRAMMETRY
- G01C15/00—Surveying instruments or accessories not provided for in groups G01C1/00 - G01C13/00
- G01C15/12—Instruments for setting out fixed angles, e.g. right angles
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Abstract
The invention discloses a detection device and method for cast-in-place concrete wall perpendicularity. The problem that detection accuracy of existing high-rise cast wall perpendicularity does not meet the design requirement is solved. The detection device comprises a current layer right-angled guiding rule and a lower layer right-angled guiding rule, the current layer right-angled guiding rule is connected to the outer side wall surface of the current layer cast front face wall in an approaching mode, the left side edge of a current layer up-down vertical ruler (6) is connected to the vertical datum line (3) of the current layer wall in an approaching mode, and a current layer scaleplate dividing ruler (8) is arranged on a current layer front-back horizontal ruler (5); the lower layer right-angled guiding rule is connected to the outer side face of the lower layer cast front face wall (9) in an approaching mode, a line pendant idler wheel (15) is arranged on a lower layer front-back horizontal ruler (12), and a line pendant (16) is connected with the line pendant idler wheel (15) in a hung mode and is arranged over the current layer front-back horizontal ruler (5). The detection device is convenient and easy to manufacture, and multiple detection devices can be manufactured for operation at all large corners of a building.
Description
Technical field
The present invention relates to a kind of in-situ concrete wall testing apparatus for verticality, particularly a kind of high level, high-rise in-situ concrete wall testing apparatus for verticality and detection method thereof.
Background technology
At present, in the pouring construction of cast-in-place concrete structure construction wall, every layer concrete body of wall must build floor wall body vertical degree after building detects, detect qualified after can carry out lower one deck body of wall and build.Concrete testing process is: after this layer of body of wall has been built, four vertical collimator reference mark are laid inside body of wall, transit is adopted to carry out the detection of this layer of wall body vertical degree outward at body of wall, after qualified after testing, on this layer of body of wall, bullet marks the detection of wall body vertical degree built by degree control line datum line as lower one deck, so moves in circles until whole skyscraper body of wall has been built.When being built body of wall and being in higher position, when particularly construction site is limited, there is transit and lay difficult and that eminence degree control line observational error is large problem, make high level build wall body vertical degree accuracy of detection and do not reach designing requirement, badly influence the construction quality of building verticality.
Summary of the invention
The invention provides a kind of in-situ concrete wall testing apparatus for verticality and detection method thereof, solve existing high level and build the technical matters that wall body vertical degree accuracy of detection does not reach designing requirement.
The present invention solves above technical matters by the following technical programs:
A kind of in-situ concrete wall testing apparatus for verticality, comprise this layer to build front body of wall and this layer and build side body of wall, this layer builds front body of wall and this layer, and to build side body of wall be mutually vertically disposed, and the outside metope of building front body of wall at this layer is provided with this layer of wall body vertical datum line; Build at this layer and front body of wall has built lower floor build front body of wall, build at this layer and side body of wall has built lower floor build side body of wall; The drift angle place of this layer of right angle guiding ruler formed at miter square about this layer of left and right horizontal chi and this layer is fixedly installed this layer of anterior-posterior horizontal chi, lower floor's anterior-posterior horizontal chi is fixedly installed at the drift angle place of the lower floor's right angle guiding ruler be made up of the upper and lower miter square of lower floor's left and right horizontal chi and lower floor, this layer of right angle guiding ruler abuts against this layer to build on the outside metope of front body of wall, and the limit, left side of this layer of upper and lower miter square is provided with this layer of scale label chi together with abutting against with this layer of wall body vertical datum line on this layer of anterior-posterior horizontal chi; Lower floor's right angle guiding ruler abuts against lower floor to build on the lateral surface of front body of wall, and lower floor's anterior-posterior horizontal chi arranges wired pendant roller, and online pendant roller is hung oneself and is connected to line pendant, and line pendant is arranged on directly over this layer of anterior-posterior horizontal chi.
This layer of left and right horizontal chi is provided with this layer of scale level meter; Lower floor's left and right horizontal chi is provided with lower floor's scale level meter; Lower floor's anterior-posterior horizontal chi is provided with lower floor's scale label chi.
A kind of in-situ concrete wall measuring for verticality method, comprises the following steps:
The first step, about this layer of left and right horizontal chi and this layer, the drift angle place of this layer of right angle guiding ruler that miter square forms is fixedly installed this layer of anterior-posterior horizontal chi, make this layer of anterior-posterior horizontal chi vertical with this layer of left and right horizontal chi, this layer of anterior-posterior horizontal chi is vertical with the upper and lower miter square of this layer, this layer of anterior-posterior horizontal chi arranges this layer of scale label chi, this layer of left and right horizontal chi arranges this layer of scale level meter;
Second step, the drift angle place of lower floor's right angle guiding ruler formed at the upper and lower miter square of lower floor's left and right horizontal chi and lower floor are fixedly installed lower floor's anterior-posterior horizontal chi, make lower floor's anterior-posterior horizontal chi vertical with lower floor left and right horizontal chi, lower floor's anterior-posterior horizontal chi is vertical with lower floor upper and lower miter square, lower floor's anterior-posterior horizontal chi arranges lower floor's scale label chi, lower floor's left and right horizontal chi arranges lower floor's scale level meter, line pendant roller is set in the position that the scale of lower floor's scale anterior-posterior horizontal chi is front and back reference range;
3rd step, this layer of right angle guiding ruler is abutted against this layer build on the outside metope of front body of wall, together with the limit, left side of miter square about this layer is abutted against with this layer of wall body vertical datum line, the plane that this layer of anterior-posterior horizontal chi and this layer of left and right horizontal chi are formed and this layer build top surface being parallel, measure and minute book layer wall body vertical datum line and this layer build side body of wall lateral surface between left and right reference range;
4th step, build lower floor and build front body of wall and lower floor builds side body of wall;
5th step, remove lower floor and build the template that front body of wall and lower floor build side body of wall, lower floor's right angle guiding ruler of the upper and lower miter square composition of lower floor's left and right horizontal chi and lower floor is abutted against lower floor builds on the body of wall of front, the plane that lower floor's scale anterior-posterior horizontal chi and lower floor's left and right horizontal chi are formed and lower floor build top surface being parallel, put down line pendant, left and right adjustment lower floor right angle guiding ruler, line drop ball is made to drop down onto directly over this layer of anterior-posterior horizontal chi, measure and obtain the distance that the lateral surface of lower floor's anterior-posterior horizontal chi and lower floor build the lateral surface of side body of wall, the relatively length of distance and left and right reference range, what obtain that lower floor builds side body of wall builds offset error, read this layer scale label chi reading of line pendant on this layer of anterior-posterior horizontal chi, reference range and this layer of scale label chi reading relatively, what obtain that lower floor builds front body of wall builds offset error.
The present invention utilizes the scale frame of orthogonal two right angle guiding ruler compositions, line falls and rule, concrete structures is successively put establish control line and detect and builds offset error, until agent structure binds.Used tool of the present invention is easy, makes easily, and can make each big angle operation being simultaneously enclosed within structures more, and measuring accuracy is high.
Accompanying drawing explanation
Fig. 1 is structural representation of the present invention.
Embodiment
Below in conjunction with accompanying drawing, the present invention is described in detail:
A kind of in-situ concrete wall testing apparatus for verticality, comprise this layer and build front body of wall 1 and this layer builds side body of wall 2, this layer builds front body of wall 1, and to build side body of wall 2 with this layer be mutually vertically disposed, and the outside metope of building front body of wall 1 at this layer is provided with this layer of wall body vertical datum line 3; Build at this layer and front body of wall 1 has built lower floor build front body of wall 9, build at this layer and side body of wall 2 has built lower floor build side body of wall 10; The drift angle place of this layer of right angle guiding ruler formed at miter square 6 about this layer of left and right horizontal chi 4 and this layer is fixedly installed this layer of anterior-posterior horizontal chi 5, lower floor's anterior-posterior horizontal chi 12 is fixedly installed at the drift angle place of the lower floor's right angle guiding ruler be made up of the upper and lower miter square 13 of lower floor's left and right horizontal chi 11 and lower floor, this layer of right angle guiding ruler abuts against this layer to build on the outside metope of front body of wall 1, and the limit, left side of this layer of upper and lower miter square 6 is provided with this layer of scale label chi 8 together with abutting against with this layer of wall body vertical datum line 3 on this layer of anterior-posterior horizontal chi 5; Lower floor's right angle guiding ruler abuts against lower floor to build on the lateral surface of front body of wall 9, and lower floor's anterior-posterior horizontal chi 12 arranges wired pendant roller 15, and online pendant roller 15 is hung oneself and is connected to line pendant 16, and line pendant 16 is arranged on directly over this layer of anterior-posterior horizontal chi 5.
This layer of left and right horizontal chi 4 is provided with this layer of scale level meter 7; Lower floor's left and right horizontal chi 11 is provided with lower floor's scale level meter 17; Lower floor's anterior-posterior horizontal chi 12 is provided with lower floor's scale label chi 14.
A kind of in-situ concrete wall measuring for verticality method, comprises the following steps:
The first step, about this layer of left and right horizontal chi 4 and this layer, the drift angle place of this layer of right angle guiding ruler that miter square 6 forms is fixedly installed this layer of anterior-posterior horizontal chi 5, make this layer of anterior-posterior horizontal chi 5 vertical with this layer of left and right horizontal chi 4, this layer of anterior-posterior horizontal chi 5 is vertical with this layer upper and lower miter square 6, this layer of anterior-posterior horizontal chi 5 arranges this layer of scale label chi 8, this layer of left and right horizontal chi 4 arranges this layer of scale level meter 7;
Second step, the drift angle place of lower floor's right angle guiding ruler formed at lower floor's left and right horizontal chi 11 and the upper and lower miter square 13 of lower floor are fixedly installed lower floor's anterior-posterior horizontal chi 12, make lower floor's anterior-posterior horizontal chi 12 vertical with lower floor left and right horizontal chi 11, lower floor's anterior-posterior horizontal chi 12 is vertical with lower floor upper and lower miter square 13, lower floor's anterior-posterior horizontal chi 5 arranges lower floor's scale label chi 14, lower floor's left and right horizontal chi 11 arranges lower floor's scale level meter 17, line pendant roller 15 is set in the position that the scale of lower floor's scale anterior-posterior horizontal chi 12 is front and back reference range M2;
3rd step, this layer of right angle guiding ruler is abutted against this layer build on the outside metope of front body of wall 1, together with the limit, left side of miter square 6 about this layer is abutted against with this layer of wall body vertical datum line 3, the plane that this layer of anterior-posterior horizontal chi 5 and this layer of left and right horizontal chi 4 are formed and this layer build top surface being parallel, measure also minute book layer wall body vertical datum line 3 and this layer and build the left and right reference range L1 between the lateral surface of side body of wall 2;
4th step, build lower floor and build front body of wall 9 and lower floor builds side body of wall 10;
5th step, remove lower floor and build the template that front body of wall 9 and lower floor build side body of wall 10, lower floor's right angle guiding ruler that the upper and lower miter square 13 of lower floor's left and right horizontal chi 11 and lower floor forms is abutted against lower floor builds on front body of wall 9, the plane that lower floor's scale anterior-posterior horizontal chi 12 and lower floor's left and right horizontal chi 11 are formed and lower floor build top surface being parallel, put down line pendant 16, left and right adjustment lower floor right angle guiding ruler, line drop ball is made to drop down onto directly over this layer of anterior-posterior horizontal chi 5, measure and obtain the distance L2 that the lateral surface of lower floor's anterior-posterior horizontal chi 12 and lower floor build the lateral surface of side body of wall 10, the relatively length of distance L2 and left and right reference range L1, what obtain that lower floor builds side body of wall 10 builds offset error, read this layer scale label chi reading M1 of line pendant 16 on this layer of anterior-posterior horizontal chi 5, reference range M2 and this layer of scale label chi reading M1 relatively, what obtain that lower floor builds front body of wall 9 builds offset error.The deviation of both direction has been measured all, inserts the form of drafting, then measures the deviation of this line internal control line according to internal locus of control, inserts in the form of drafting.Table content comprises the numbering at floor number, each big angle, thing, the north-south deviation of some position, the thing, north-south deviation etc. of some position and internal locus of control.Using such method carries out angular deviation inspection successively in time before outrigger is removed.
Claims (3)
1. an in-situ concrete wall testing apparatus for verticality, comprise this layer and build front body of wall (1) and this layer builds side body of wall (2), this layer builds front body of wall (1) and this layer, and to build side body of wall (2) be mutually vertically disposed, and the outside metope of building front body of wall (1) at this layer is provided with this layer of wall body vertical datum line (3), build at this layer and front body of wall (1) has built lower floor build front body of wall (9), build at this layer and side body of wall (2) has built lower floor build side body of wall (10), this layer of anterior-posterior horizontal chi (5) is fixedly installed at the drift angle place of this layer of right angle guiding ruler be made up of this layer of left and right horizontal chi (4) and the upper and lower miter square of this layer (6), lower floor's anterior-posterior horizontal chi (12) is fixedly installed at the drift angle place of the lower floor's right angle guiding ruler be made up of lower floor's left and right horizontal chi (11) and lower floor upper and lower miter square (13), it is characterized in that, this layer of right angle guiding ruler abuts against this layer to build on the outside metope of front body of wall (1), and together with the limit, left side of the upper and lower miter square of this layer (6) abuts against with this layer of wall body vertical datum line (3), this layer of anterior-posterior horizontal chi (5) is provided with this layer of scale label chi (8), lower floor's right angle guiding ruler abuts against lower floor to build on the lateral surface of front body of wall (9), lower floor's anterior-posterior horizontal chi (12) arranges wired pendant roller (15), online pendant roller (15) is hung oneself and is connected to line pendant (16), and line pendant (16) is arranged on directly over this layer of anterior-posterior horizontal chi (5).
2. a kind of in-situ concrete wall testing apparatus for verticality according to claim 1, is characterized in that, this layer of left and right horizontal chi (4) is provided with this layer of scale level meter (7); Lower floor's left and right horizontal chi (11) is provided with lower floor's scale level meter (17); Lower floor's anterior-posterior horizontal chi (12) is provided with lower floor's scale label chi (14).
3. an in-situ concrete wall measuring for verticality method, comprises the following steps:
The first step, the drift angle place of this layer of right angle guiding ruler formed at this layer of left and right horizontal chi (4) and the upper and lower miter square of this layer (6) are fixedly installed this layer of anterior-posterior horizontal chi (5), make this layer of anterior-posterior horizontal chi (5) vertical with this layer of left and right horizontal chi (4), this layer of anterior-posterior horizontal chi (5) is vertical with the upper and lower miter square of this layer (6), this layer of anterior-posterior horizontal chi (5) arranges this layer of scale label chi (8), this layer of left and right horizontal chi (4) arranges this layer of scale level meter (7);
Second step, the drift angle place of the lower floor's right angle guiding ruler formed in lower floor's left and right horizontal chi (11) and the upper and lower miter square of lower floor (13) is fixedly installed lower floor's anterior-posterior horizontal chi (12), make lower floor's anterior-posterior horizontal chi (12) vertical with lower floor's left and right horizontal chi (11), lower floor's anterior-posterior horizontal chi (12) is vertical with the upper and lower miter square of lower floor (13), lower floor's anterior-posterior horizontal chi (5) arranges lower floor's scale label chi (14), lower floor's left and right horizontal chi (11) arranges lower floor's scale level meter (17), line pendant roller (15) is set in the position that the scale of lower floor's scale anterior-posterior horizontal chi (12) is front and back reference range (M2),
3rd step, this layer of right angle guiding ruler is abutted against this layer build on the outside metope of front body of wall (1), together with the limit, left side of upper and lower for this layer miter square (6) is abutted against with this layer of wall body vertical datum line (3), the plane that this layer of anterior-posterior horizontal chi (5) and this layer of left and right horizontal chi (4) are formed and this layer build top surface being parallel, measure also minute book layer wall body vertical datum line (3) and this layer and build the left and right reference range (L1) between the lateral surface of side body of wall (2);
4th step, build lower floor and build front body of wall (9) and lower floor builds side body of wall (10);
5th step, remove lower floor and build the template that front body of wall (9) and lower floor build side body of wall (10), lower floor's right angle guiding ruler lower floor's left and right horizontal chi (11) and lower floor upper and lower miter square (13) formed abuts against lower floor and builds on front body of wall (9), the plane that lower floor's scale anterior-posterior horizontal chi (12) and lower floor's left and right horizontal chi (11) are formed and lower floor build top surface being parallel, put down line pendant (16), left and right adjustment lower floor right angle guiding ruler, line drop ball is made to drop down onto directly over this layer of anterior-posterior horizontal chi (5), measurement obtains the distance (L2) that the lateral surface of lower floor's anterior-posterior horizontal chi (12) and lower floor build the lateral surface of side body of wall (10), the relatively length of distance (L2) and left and right reference range (L1), what obtain that lower floor builds side body of wall (10) builds offset error, read line pendant (16) this layer of scale label chi reading (M1) on this layer of anterior-posterior horizontal chi (5), reference range (M2) and this layer of scale label chi reading (M1) relatively, what obtain that lower floor builds front body of wall (9) builds offset error.
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| CN201510703200.8A CN105258687A (en) | 2015-10-27 | 2015-10-27 | Detection device and method for cast-in-place concrete wall perpendicularity |
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Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
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| CN106586767A (en) * | 2017-02-24 | 2017-04-26 | 富士电梯(四川)有限公司 | Elevator mounting device assembly capable of being used for shaft-free building and elevator mounting method |
| CN107860364A (en) * | 2017-11-02 | 2018-03-30 | 绍兴金帝乐门业有限公司 | A kind of wall body vertical degree detection means |
| CN109855611A (en) * | 2019-03-27 | 2019-06-07 | 中南大学 | A kind of PC wall rapid survey calibration method based on total station |
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| Publication number | Priority date | Publication date | Assignee | Title |
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| CN109855611B (en) * | 2019-03-27 | 2022-03-15 | 中南大学 | PC wall body rapid measurement and calibration method based on total station |
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