CN103161298B - Large-area concrete ground preparation method - Google Patents
Large-area concrete ground preparation method Download PDFInfo
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- CN103161298B CN103161298B CN201110416163.4A CN201110416163A CN103161298B CN 103161298 B CN103161298 B CN 103161298B CN 201110416163 A CN201110416163 A CN 201110416163A CN 103161298 B CN103161298 B CN 103161298B
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Abstract
A kind of large-area concrete ground preparation method, is characterized in that comprising the following steps: a arranges special terrace bar construction, comprises following steps: (1) installs terrace reinforcing bar, and (2) install stud, and (3) install round steel bearing and (4) install angle steel; The concreting of b terrace, vibrate and polish, comprising following steps: the construction of (1) limit mould section and the construction of (2) standard paragraphs.Large-area concrete ground preparation method of the present invention has and significantly improves large-area concrete ground surface finish, carries slurry fully, significantly improves follow-up polishing construction apparent mass and greatly saves surface coating, the advantage of reduction engineering cost.
Description
Technical field
The present invention relates to a kind of concrete terrace construction method, specifically, is a kind of large-area concrete ground preparation method.
Background technology
Because large area globality concrete rigid terrace rose in recent years, its surface (as epoxy floor etc.) moulds light way, to large area globality concrete rigid terrace surface flatness requirement increasingly stringent.Common traditional construction method is: control as absolute altitude with reinforcing bar, by floating rule (or cylinder) control surface planeness.But there is following shortcoming in traditional large-area concrete ground construction method:
1, in large-area concrete ground construction, floating rule (or cylinder) paste effect is bad, when carrying out surface grinding, because cement paste does not fully put forward, and local sand return, breakage when causing Large Rigid terrace surface to be polished.
2, because floating rule (or cylinder) deadweight is comparatively light, friction load, floating rule (or cylinder) and absolute altitude control reinforcing bar gap, causes large-area concrete rigidity terrace surface finish cannot meet specification or designing requirement.Fig. 1 is the partial waveform phenomenological structure schematic diagram that the known large-area concrete ground construction method of the present invention produces.
3, because reinforcing bar flexibility is comparatively large, control local, concrete floor surface with reinforcing bar as absolute altitude and there will be waveform phenomenon, have a strong impact on surface finish.
Therefore the control of known domestic conventional construction method to large area globality rigidity terrace surface finish also exists above-mentioned all inconvenience and problem.
Summary of the invention
Object of the present invention, is to propose a kind of large-area concrete ground preparation method.
Another object of the present invention, is to propose a kind of large-area concrete ground preparation method adopting the simple and easy vibrating device of large-area concrete ground and arrange that special terrace bar construction combines.
For achieving the above object, technical solution of the present invention is:
A kind of large-area concrete ground preparation method, is characterized in that comprising the following steps:
A, special terrace bar construction is set, comprises following steps:
(1) install terrace reinforcing bar, terrace steel-bar arrangement is above bed course, and terrace reinforcing bar upper strata mesh sheet muscle top mark is high to be deducted the vertical length of side of pre-installation angle steel in terrace end face absolute altitude and deduct bearing round steel diameter again;
(2) stud is installed, stud is the reinforcing bar of diameter >=20mm, it is along vibrating device direction of travel spacing 2m, the spacing H vertical with vibrating device track route≤vibrating device base length L deducts 1m, top, stud lower end is to bed course, top is lower than 1 the angle steel thickness in concrete floor surface, and stud and terrace reinforcing bar upper strata mesh sheet are vertical setting, and stud and concrete floor reinforced mesh intersection area are welded and fixed;
(3) round steel bearing is installed, round steel bearing band is fluted, and round steel bearing side and stud are welded and fixed, and bottom portion of groove and terrace reinforcing bar upper strata mesh sheet are welded and fixed, groove top flushes with the top of stud, and recess width can be held angle steel and inserts and be convenient to angle steel and therefrom extract out;
(4) angle steel is installed, adopt equal leg angle, its model is not less than No. 4, or employing unequal angle, its model is not less than No. 4/2.5, and angle steel supports bottom and contacts with round steel bearing groove end face, and angle steel top flushes with terrace surface absolute altitude, angle steel can be easy to insert round steel bearing groove, and is convenient to therefrom extract out;
B, terrace concreting, vibrate and polish, comprising following steps:
(1) limit mould section construction
The surrounding formwork elevation measuring arranging concrete floor is identical with terrace surface absolute altitude, and before concreting, first inserted by first angle steel in the round steel bearing groove at mould section place, limit, pouring order of concrete starts to push ahead successively from limit mould section; When limit mould section concrete vibrations are smooth, limit mould and first angle steel support as concrete floor Simple vibrator, simple and easy for concrete floor vibrating device is placed on and Bian Mo and first angle steel carries out the slowly dilatory concrete upper surface that makes and vibrate smooth and fully carry slurry, if necessary, as not good in paste effect or planeness is not good, simple and easy vibrating device secondary can be carried out draw, improve concrete floor upper surface planeness and paste effect further;
(2) standard paragraphs construction
Limit mould section is adjacent with standard paragraphs, when pouring order of concrete is advanced to standard paragraphs from limit mould section, one section of terrace drag shake smooth after, first angle steel is extracted out, and attaching it in next section of terrace round steel bearing groove, circulation is until reach whole terrace and build according to this; The construction method of standard paragraphs is identical with limit mould section.
Large-area concrete ground preparation method of the present invention can also be further achieved by the following technical measures.
Aforesaid method, the simple and easy vibrating device of wherein said concrete floor comprises steel tube base, plate vibrator and reinforcing bar fixed mount, wherein:
Described steel tube base is by two long steel pipes and is weldingly fixed on the rectangular steel pipe framework that many short steel pipes between their two ends form;
Described plate vibrator is that a vibrator fixed by steel flat board, and described steel flat board is fixedly welded on the centre position of described steel tube base;
Described reinforcing bar fixed mount is arranged on above described steel tube base, and the footing of four reinforcing bar fixed mounts is fixedly welded on steel tube base, and at the footing place, two ends of reinforcing bar fixed mount, dilatory shaking device rope is housed.
Aforesaid method, in wherein said step b, whole terrace concreting, vibrate and procedure connection time of work progress of polishing shorter, accomplish without any letup, before concrete initial set, complete concrete vibrating leveling operation, and extract angle steel out in time.
After adopting technique scheme, large-area concrete ground preparation method of the present invention has the following advantages:
1, large-area concrete ground surface finish is significantly improved;
2, carry slurry fully, significantly improve follow-up polishing construction apparent mass;
3, greatly save surface coating, reduce engineering cost.
Accompanying drawing explanation
Fig. 1 is the partial waveform phenomenological structure schematic diagram that the known large-area concrete ground construction method of the present invention produces;
Fig. 2 is that the special terrace bar construction of the embodiment of the present invention arranges schematic diagram;
Fig. 3 is the construction method schematic diagram that the simple and easy vibrating device of concrete floor of the embodiment of the present invention and special terrace bar construction combine;
Fig. 4 is that the angle steel of the embodiment of the present invention alternately inserts and extracts the construction schematic diagram of round steel bearing groove out.
In figure: 1 floating rule or cylinder, 2 dilatory ropes, 3 terrace concretes, 4 screw-thread steels, 5 terrace bed courses, 6 horizontal reinforcements, 7 terrace reinforcing bars, 8 absolute altitudes control the uneven gap between muscle and floating rule, 9 reinforcing bar studs, 10,10a, 10b angle steel, 11 round steel bearings, 12 plate vibrator motors, 13 plate vibrator coating steel pipes.
Detailed description of the invention
Below in conjunction with embodiment and accompanying drawing thereof, the present invention is illustrated further.
Embodiment 1
Now refer to Fig. 2, Fig. 2 is that the special terrace bar construction of the embodiment of the present invention arranges schematic diagram.As shown in the figure, the described step that special terrace bar construction is set:
(1) install terrace reinforcing bar 7, terrace reinforcing bar 7 is arranged on above bed course 5, and terrace reinforcing bar upper strata mesh sheet muscle top mark is high deducts in terrace end face absolute altitude the diameter that the vertical length of side of pre-installation angle steel 10 deducts bearing round steel 11 again;
(2) stud 9 is installed, stud adopts diameter to equal the reinforcing bar of 20mm, it is along vibrating device direction of travel spacing 2m, the spacing H vertical with vibrating device track route≤vibrating device base length L deducts 1m, top, stud 9 lower end is to bed course 5, top is lower than 1 the angle steel thickness in concrete floor surface, and stud 9 and terrace reinforcing bar upper strata mesh sheet are vertical setting, and stud and concrete floor reinforced mesh intersection area are welded and fixed;
(3) round steel bearing 11 is installed, round steel bearing band is fluted, and round steel bearing side and stud 9 are welded and fixed, and bottom portion of groove and terrace reinforcing bar upper strata mesh sheet are welded and fixed, groove top flushes with the top of stud, and recess width can be held angle steel and inserts and be convenient to extract angle steel out;
(4) install angle steel 10, adopt No. 4 equal leg angles, angle steel 10 supports bottom and contacts with round steel bearing groove end face, and angle steel top flushes with terrace surface absolute altitude, and angle steel 10 can be easy to insert round steel bearing groove, and is convenient to therefrom extract out;
Fig. 3 is the construction method schematic diagram that the simple and easy vibrating device of concrete floor of the embodiment of the present invention and special terrace bar construction combine, and Fig. 4 is the construction schematic diagram that this angle steel being the embodiment of the present invention alternately inserted and extracted out round steel bearing groove.After completing the step that special terrace bar construction is set, enter terrace concreting, vibrate and polishing operation, comprise following steps:
(1) limit mould section construction
The surrounding formwork elevation measuring arranging concrete floor is identical with terrace surface absolute altitude, and before concreting, first first angle steel 10,10a are inserted in the round steel bearing groove at mould section place, limit, pouring order of concrete starts to push ahead successively from limit mould section; When limit mould section concrete vibrations are smooth, limit mould and first angle steel 10,10a support as concrete floor Simple vibrator, simple and easy for concrete floor vibrating device is placed on and Bian Mo and first angle steel 10,10a carries out the slowly dilatory concrete that makes and shake flat and fully carry slurry, if necessary, as not good in paste effect or planeness is not good, can carry out that simple and easy vibrating device secondary is dilatory makes concrete floor surfacing; The simple and easy vibrating device of described concrete floor comprises steel tube base, plate vibrator and reinforcing bar fixed mount, wherein:
Described steel tube base is by two long steel pipes and is weldingly fixed on the rectangular steel pipe framework that many short steel pipes between their two ends form;
Described plate vibrator is that a vibrator fixed by steel flat board, and described steel flat board is fixedly welded on the centre position of described steel tube base;
Described reinforcing bar fixed mount is arranged on above described steel tube base, and the footing of four reinforcing bar fixed mounts is fixedly welded on steel tube base, and at the footing place, two ends of reinforcing bar fixed mount, dilatory shaking device rope is housed.
(2) standard paragraphs construction
Limit mould section is adjacent with standard paragraphs, when pouring order of concrete is advanced to standard paragraphs from limit mould section, one section of terrace drag shake smooth after, first angle steel 10,10a are extracted out, and attach it in next section of terrace round steel bearing groove, make it become 10b, circulation is until reach whole terrace and build according to this; The construction method of standard paragraphs is identical with limit mould section.
Whole terrace concreting, vibrate and procedure connection time of work progress of polishing shorter, accomplish without any letup, be save angle steel consumption, before concrete initial set, complete concrete vibrating leveling operation, and extract angle steel out in time.Because terrace bottom angle steel has good anti-bending strength, avoid terrace waved surface, greatly improve terrace planeness.
Embodiment 2
Unequal angle is adopted to be not less than No. 4/2.5, specifically can select most economical rational angle steel 10 according to stud spacing, least favorable position can be gone out according to bearing rod distance computation simultaneously, be generally along the downwarp amplitude in the middle of vibrating device direction of travel two adjacent frame studs in design allowed band, if design or owner require that whole terrace planeness controls at 10mm, so bearing rod spacing must meet: after angle steel installs, within bearing rod interlude angle steel downwarp amplitude 10mm.All the other construction methods of the present embodiment are with embodiment 1.
Large-area concrete ground construction method of the present invention is used in upper Hypon well steel processing dispensing Co., Ltd entire plant relocation project main building terrace project, employs large-area concrete ground simple and easy vibrating device matching operation method during construction.Compared with conventional construction method, its surface finish controls within 1cm; , when avoiding conventional construction method construction, there is detail sanding breakage in better apparent mass; Greatly saving epoxy coating consumption, becoming the successful model of the simple and easy vibrating device of large-area concrete ground for constructing.
Above embodiment is used for illustrative purposes only, but not limitation of the present invention, person skilled in the relevant technique, without departing from the spirit and scope of the present invention, can also make various conversion or change.Therefore, all equivalent technical schemes also should belong to category of the present invention, should be limited by each claim.
Claims (3)
1. a large-area concrete ground preparation method, is characterized in that comprising the following steps:
A, special terrace bar construction is set, comprises following steps:
(1) install terrace reinforcing bar, terrace steel-bar arrangement is above bed course, and terrace reinforcing bar upper strata mesh sheet muscle top mark is high to be deducted the vertical length of side of pre-installation angle steel in terrace end face absolute altitude and deduct bearing round steel diameter again;
(2) stud is installed, stud is the reinforcing bar of diameter >=20mm, it is along vibrating device direction of travel spacing 2m, the spacing H vertical with vibrating device track route≤vibrating device base length L deducts 1m, top, stud lower end is to bed course, top is lower than 1 the angle steel thickness in concrete floor surface, and stud and terrace reinforcing bar upper strata mesh sheet are vertical setting, and stud and concrete floor reinforced mesh intersection area are welded and fixed;
(3) round steel bearing is installed, round steel bearing band is fluted, and round steel bearing side and stud are welded and fixed, and bottom portion of groove and terrace reinforcing bar upper strata mesh sheet are welded and fixed, groove top flushes with the top of stud, and recess width can be held angle steel and inserts and be convenient to angle steel and therefrom extract out;
(4) angle steel is installed, adopt equal leg angle, its model is not less than No. 4, or employing unequal angle, its model is not less than No. 4/2.5, and angle steel supports bottom and contacts with round steel bearing groove end face, and angle steel top flushes with terrace surface absolute altitude, angle steel can be easy to insert round steel bearing groove, and is convenient to therefrom extract out;
B, terrace concreting, vibrate and polish, comprising following steps:
(1) limit mould section construction
The surrounding formwork elevation measuring arranging concrete floor is identical with terrace surface absolute altitude, and before concreting, first inserted by first angle steel in the round steel bearing groove at mould section place, limit, pouring order of concrete starts to push ahead successively from limit mould section; When limit mould section concrete vibrations are smooth, limit mould and first angle steel support as concrete floor Simple vibrator, simple and easy for concrete floor vibrating device is placed on and Bian Mo and first angle steel carries out the slowly dilatory concrete upper surface that makes and vibrate smooth and fully carry slurry, if necessary, simple and easy vibrating device secondary can be carried out draw, improve concrete floor upper surface planeness and paste effect further;
(2) standard paragraphs construction
Limit mould section is adjacent with standard paragraphs, when pouring order of concrete is advanced to standard paragraphs from limit mould section, one section of terrace drag shake smooth after, first angle steel is extracted out, and attaching it in next section of terrace round steel bearing groove, circulation is until reach whole terrace and build according to this; The construction method of standard paragraphs is identical with limit mould section.
2. large-area concrete ground preparation method as claimed in claim 1, it is characterized in that, in described step b, the simple and easy vibrating device of described concrete floor comprises steel tube base, plate vibrator and reinforcing bar fixed mount, wherein:
Described steel tube base is by two long steel pipes and is weldingly fixed on the rectangular steel pipe framework that many short steel pipes between their two ends form;
Described plate vibrator is that a vibrator fixed by steel flat board, and described steel flat board is fixedly welded on the centre position of described steel tube base;
Described reinforcing bar fixed mount is arranged on above described steel tube base, and the footing of four reinforcing bar fixed mounts is fixedly welded on steel tube base, and at the footing place, two ends of reinforcing bar fixed mount, dilatory shaking device rope is housed.
3. large-area concrete ground preparation method as claimed in claim 1, it is characterized in that, in described step b, whole terrace concreting, vibrate and procedure connection time of work progress of polishing shorter, accomplish without any letup, before concrete initial set, complete concrete vibrating leveling operation, and extract angle steel out in time.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
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| CN201110416163.4A CN103161298B (en) | 2011-12-14 | 2011-12-14 | Large-area concrete ground preparation method |
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| CN201110416163.4A CN103161298B (en) | 2011-12-14 | 2011-12-14 | Large-area concrete ground preparation method |
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| CN103161298A CN103161298A (en) | 2013-06-19 |
| CN103161298B true CN103161298B (en) | 2015-08-12 |
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Families Citing this family (5)
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| CN107268854B (en) * | 2016-04-06 | 2019-03-15 | 五冶集团上海有限公司 | Industrial premises high-flatness large-area concrete construction method of ground |
| CN106193614B (en) * | 2016-07-07 | 2018-05-25 | 王长彬 | The control instrument and casting method of Bars In Poured Concrete Slab |
| CN107415025A (en) * | 2017-07-26 | 2017-12-01 | 任松 | The mesh sheet vibration casting method of battery mould casting concrete |
| CN110453726B (en) * | 2019-07-22 | 2021-09-14 | 河北省第二建筑工程有限公司 | Construction device and method for leveling overlong reinforced concrete bottom plate |
| CN113863166B (en) * | 2021-11-26 | 2023-07-25 | 中铁二十四局集团有限公司 | Reverse order construction method for swivel-first and mounting support |
Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| EP0765980A1 (en) * | 1995-09-19 | 1997-04-02 | Silidur Industrieböden GmbH | Supporting and water-proof concrete floor slab, in particular made of steel fibre reinforced concrete and construction method |
| CN101845893A (en) * | 2009-03-23 | 2010-09-29 | 威克纽森股份有限公司 | Portable vibratory laser screed with remote grade indicator and folding handles |
| CN201695696U (en) * | 2010-06-30 | 2011-01-05 | 焦作建工集团有限公司 | Light flat plate vibrator |
| CN201972407U (en) * | 2010-12-15 | 2011-09-14 | 中建三局建设工程股份有限公司 | Novel cast-in-place concrete structure vibrating system |
| CN202039564U (en) * | 2011-03-30 | 2011-11-16 | 宁波市瑞通新材料科技有限公司 | Lifting die for concrete terrace construction |
-
2011
- 2011-12-14 CN CN201110416163.4A patent/CN103161298B/en active Active
Patent Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| EP0765980A1 (en) * | 1995-09-19 | 1997-04-02 | Silidur Industrieböden GmbH | Supporting and water-proof concrete floor slab, in particular made of steel fibre reinforced concrete and construction method |
| CN101845893A (en) * | 2009-03-23 | 2010-09-29 | 威克纽森股份有限公司 | Portable vibratory laser screed with remote grade indicator and folding handles |
| CN201695696U (en) * | 2010-06-30 | 2011-01-05 | 焦作建工集团有限公司 | Light flat plate vibrator |
| CN201972407U (en) * | 2010-12-15 | 2011-09-14 | 中建三局建设工程股份有限公司 | Novel cast-in-place concrete structure vibrating system |
| CN202039564U (en) * | 2011-03-30 | 2011-11-16 | 宁波市瑞通新材料科技有限公司 | Lifting die for concrete terrace construction |
Non-Patent Citations (2)
| Title |
|---|
| 大面积混凝土地面找平的简易方法—导轨找平法;富强;《混凝土》;20050631;第6卷(第6期);第115页第3节 * |
| 大面积混凝土楼面地面一次性抹光施工;牟忠富等;《建筑技术》;20030931;第34卷(第9期);第651页第2.1节 * |
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