CN203769332U - Building form or floor construction control device - Google Patents
Building form or floor construction control device Download PDFInfo
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- CN203769332U CN203769332U CN201420141096.9U CN201420141096U CN203769332U CN 203769332 U CN203769332 U CN 203769332U CN 201420141096 U CN201420141096 U CN 201420141096U CN 203769332 U CN203769332 U CN 203769332U
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- building template
- building
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- 238000010276 construction Methods 0.000 title claims abstract description 114
- 238000009434 installation Methods 0.000 claims abstract description 18
- 229920000742 Cotton Polymers 0.000 claims description 20
- 230000003014 reinforcing effect Effects 0.000 claims description 20
- 229910000831 Steel Inorganic materials 0.000 claims description 15
- 239000010959 steel Substances 0.000 claims description 15
- 238000011065 in-situ storage Methods 0.000 description 11
- 238000010586 diagram Methods 0.000 description 10
- 238000000034 method Methods 0.000 description 10
- 239000004567 concrete Substances 0.000 description 4
- 238000005516 engineering process Methods 0.000 description 4
- 239000004568 cement Substances 0.000 description 3
- 230000003449 preventive effect Effects 0.000 description 2
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 2
- 230000009286 beneficial effect Effects 0.000 description 1
- 230000015572 biosynthetic process Effects 0.000 description 1
- 238000007689 inspection Methods 0.000 description 1
- 238000012423 maintenance Methods 0.000 description 1
- 238000004519 manufacturing process Methods 0.000 description 1
- 230000001915 proofreading effect Effects 0.000 description 1
- 239000011150 reinforced concrete Substances 0.000 description 1
- 230000002787 reinforcement Effects 0.000 description 1
- 239000002699 waste material Substances 0.000 description 1
Landscapes
- Conveying And Assembling Of Building Elements In Situ (AREA)
Abstract
The utility model discloses a building form or floor construction control device. The building form or floor construction control device is characterized by comprising a correction rule body and reference lines. The correction rule body comprises a base and a vertical plate; the vertical plate is provided with correction points. The reference lines are tensioned between construction reference points preset on two column rebars. Construction reference points of construction elevation of a building form or floor are calibrated on the column rebars; other construction reference points are calibrated on other column rebars accurately with a level laser; the construction reference points are connected through the reference lines to form a building form or floor construction reference plane; an ideal spatial reference plane is formed; during installation construction of a building form or construction of a cast-in-place floor, the construction plane is reversely controlled using a special correction rule and using the building form or floor construction reference formed by the reference lines; accordingly, installation construction of the building form or elevation or flatness of the cast-in-place floor is guaranteed.
Description
Technical field
The utility model relate to building engineering construction benchmark and Construction Control field, be specifically related to a kind of building template or floor slab construction control device.
Background technology
At present, while building at home building, generally first make template, toward template upper cement, form first floor floor, through theing cement solidifies maintenance, then on first floor floor, build support column, on support column, build second layer template, continue the cement toward second layer template upper second layer floor.Repeat above operation, until the high building height of building reaches the height of setting.Therefore, the quality of the installation of building template and the pouring construction of floor will directly affect the construction quality of whole building.
Yet the absolute altitude when installation of domestic construction industry building template at present or cast-in-situ floor construction and planeness are controlled does not have equipment special, the installation of building template or cast-in-situ floor absolute altitude and planeness to be difficult to reach design and code requirement.On some employing reserved steel bars, mark absolute altitude is controlled, and what have draws absolute altitude line traffic control, but because operating personnel's randomness is too large and operating technology level differs, finally causes controlling difficulty large.When inspection of quality and next procedure construction, will expose the quality problems that occur floor absolute altitude, planeness.
In the in-situ reinforced concrete slab work progress of house, for controlling slab thickness well, various preventive action have been taked in job site, comprise bracing wire control method, pre-doweling method, production standard block-regulations and standard split heads method, in addition, the control method of cast-in-situ floor thickness has also been proposed from construction technology and management, but in current construction technology and not rigorous way to manage situation, above-mentioned preventive action often can not be controlled slab thickness effectively, can not guarantee workmanship, waste material and manpower.
Utility model content
In order to address the above problem, the utility model provides a kind of building template or floor slab construction control device, can improve the construction efficiency of building template or floor, guarantees absolute altitude and planeness control that building template or floor are built.
The technical scheme that the utility model adopted is for achieving the above object:
A kind of building template or floor slab construction control device, it is characterized in that, it comprises cylinder scale body and benchmark cotton rope, this cylinder scale body comprises base and riser, this base is connected with riser is vertical, on this riser, be provided with check point, this benchmark cotton rope draws and is located between construction reference point default on two column reinforcing bars.
Many described benchmark cotton rope forms the space reference plane higher than building template or floor slab construction face.
Described check point comprises building template check point and floor check point, this building template check point is consistent with demarcation vertical distance of construction reference point on column reinforcing bar with the building template upper surface that the vertical distance of base lower surface equals installation, and the floor upper surface that described floor check point equals to build with the vertical distance of base lower surface is consistent with demarcation vertical distance of construction reference point on column reinforcing bar.
On described riser, level is provided with two nails, the top check point that is respectively building template or floor of this two nail.
Described building template or floor slab construction control device, it also comprises wooden rule and calibrating block, during for building template or floor slab structure parting place, is demarcating on the reinforcing bar of construction reference point, fixing upper calibrating block, the height of calibrating block is consistent with the height of construction reference point; One section of described wooden rule, lean against on the column reserved steel bar that is positioned at the fixing upper calibrating block in one side, structural jointing place, another section of wooden rule extends horizontally on the another side column reserved steel bar that is positioned at structural jointing place, take this wooden rule as benchmark, calibrating block on fixing at column reserved steel bar place, implementation structure parting both sides building template or floor slab construction benchmark consistent.
On described cylinder scale body, be also provided with ribs, this ribs connects described base and vertical chi.
The beneficial effects of the utility model: the utility model by demarcating the construction reference point of the construction elevation of building template or floor on column reinforcing bar, by horizontal laser light instrument, on other column reinforcing bars, demarcate exactly construction reference point afterwards, utilize benchmark cotton rope to connect into the datum plane of building template or floor each construction reference point, form a desirable space reference plane, then utilize special correcting circuit chi, when the installation of building template or the construction of cast-in-situ floor, utilize the building template of benchmark cotton rope formation or the construction reference of floor oppositely to control working face, can detect the installation of building template or the absolute altitude of cast-in-situ floor or planeness at once, make each place of building template or floor meet construction reference, non-compliant local on-the-spot the adjustment or revisal of carrying out, realize efficient, the pouring construction of accurate building template installation or floor.
Special correcting circuit chi is provided with two check points, the floor upper surface that special correcting circuit chi is placed on to mounted building template or has built, check that whether check point overlaps with the datum plane at benchmark cotton rope place, can detect this local building template or floor and whether meet construction reference.Mobile special correcting circuit chi, or place a plurality of special correcting circuit chis on building template or floor, can realize and detect rapidly floor absolute altitude, planeness, and finds that in time quality problems repair.
At floor slab structure parting place, utilize wooden rule, proofread and correct the construction reference of left and right Liang Ge building template or floor, be located on same datum plane, guarantee its construction quality.The utility model and special correcting circuit chi are equally applicable to template installation or the concrete pouring construction of rectangular beam or grade beam.
Below in conjunction with accompanying drawing and the specific embodiment, the utility model is further illustrated.
Accompanying drawing explanation
Fig. 1 is the plan structure schematic diagram of embodiment cast-in-situ floor construction control;
Fig. 2 is A-A cross-sectional view in Fig. 1;
Fig. 3 is the plan structure schematic diagram that embodiment building template construction is controlled;
Fig. 4 is the plan structure schematic diagram that embodiment is provided with the cast-in-situ floor construction control of gradient;
Fig. 5 is A-A cross-sectional view in Fig. 4;
Fig. 6 is the plan structure schematic diagram that embodiment is provided with the building template construction control of gradient;
Fig. 7 is that embodiment building template or floor slab construction are controlled local cross-sectional view;
Fig. 8 is embodiment building template or floor slab structure parting place construction control plan structure schematic diagram;
Fig. 9 is B-B cross-sectional view in Fig. 8;
Figure 10 is A-A cross-sectional view in Fig. 8;
Figure 11 is that the present embodiment rectangular beam template and the absolute altitude of falling from power, planeness are controlled plan structure schematic diagram;
Figure 12 is B-B cross-sectional view in Figure 11;
Figure 13 is A-A cross-sectional view in Figure 12;
Figure 14 is that embodiment ground beam template and absolute altitude processed, planeness are controlled plan structure schematic diagram;
Figure 15 is B-B cross-sectional view in Figure 14;
Figure 16 is A-A cross-sectional view in Figure 15;
Figure 17 is the structural representation of facing of embodiment special correcting circuit chi;
Figure 18 is the side-looking structural representation of Figure 17;
Figure 19 is the plan structure schematic diagram of Figure 17.
In figure:
1. special correcting circuit chi, 11. cylinder scale bodies, 12. check points, 13. nails, 14. ribs, 15. wooden rules, 16. calibrating block, 17. bases, 18. risers, 2. benchmark cotton rope, 3. column, 31. reinforcing bars, 32. construction reference points, 4. building template or floor slab structure parting place, 5. rectangular beam, 6. grade beam, 61. concrete bed courses, 7. building template, 8. floor.
The specific embodiment
Embodiment 1, referring to Fig. 1-Figure 10, Figure 17 to Figure 19, the building template that the present embodiment provides or floor slab construction control device, it comprises cylinder scale body 11 and benchmark cotton rope 2, this cylinder scale body 11 comprises base 17 and riser 18, and this base 17 is fixedly connected with riser 18 is vertical, and this benchmark cotton rope 2 draws and is located between construction reference point 32 default on two column reinforcing bars 31.
The level that is provided with on this riser 18 is provided with two nails 13, the top check point 12 that is respectively building template 7 or floor 8 of this two nail 13.Described check point 12 comprises building template check point and floor check point, this building template check point is consistent with demarcation vertical distance of construction reference point 32 on column reinforcing bar 3 with the building template upper surface that the vertical distance of base 17 soffits equals installation, and the floor upper surface that described floor check point equals to build with the vertical distance of base 17 soffits is consistent with demarcation vertical distance of construction reference point 32 on column reinforcing bar 3.
Described building template or floor slab construction control device, it also comprises wooden rule 15 and calibrating block 16, during for building template or floor slab structure parting place, is demarcating on the reinforcing bar of construction reference point, fixing upper calibrating block 16, the height of calibrating block 16 is consistent with the height of construction reference point 32; One section of described wooden rule 15, lean against on the column reserved steel bar 31 that is positioned at the fixing upper calibrating block 16 in one side, structural jointing place, wooden rule 15 another sections extend horizontally on the another side column reserved steel bar 31 that is positioned at structural jointing place, take this wooden rule 15 is benchmark, calibrating block 16 on fixing at column reserved steel bar 31 places, implementation structure parting both sides building template or floor slab construction benchmark consistent.
On described cylinder scale body 11, be also provided with ribs 14, this ribs 14 connects described base 17 and vertical chi.
The present embodiment also provides building template or floor slab construction control method, and it comprises the following steps:
(1) preparation special correcting circuit chi 1 and benchmark cotton rope 2; On described special correcting circuit chi 1, be preset with the construction reference check point 12 of building template 7 or floor 8, this check point 12 equals to demarcate the vertical distance at column reinforcement construction reference point 32Dao building template 7 or floor 8 upper surfaces to the vertical distance of special correcting circuit chi 1 bottom; On described special correcting circuit chi 1, be horizontally disposed with two nails 13, the nail tip of this nail 13 is the check point 12 of building template 7 or floor 8 constructions;
(2) determine the absolute altitude of building template 7, or floor 8 build thickness, on a column reinforcing bar 31, demarcate construction reference point 32 therein; In the present embodiment, on column 3 reserved steel bars 31, demarcate construction reference point 32, the construction reference point 32 of demarcating is positioned at building template 7 place planes or floor 8 is built one segment distance place, plane top;
(3) according to the construction reference point 32 step (2) Suo Shu, at other, building template 7 will be installed or water on each column reinforcing bar 31 of build floor 8, demarcate construction reference point 32; Be specially: the described construction reference point 32 of step (2) of take is starting point, utilizes horizontal laser light instrument, on other column 3 reserved steel bars 31, demarcates construction reference point 32;
(4) the described construction reference point 32 of step (3) is connected into net structure in the same plane with benchmark cotton rope 2, the plane at described benchmark cotton rope 2 places is datum plane, and this netted benchmark cotton rope 2 is the construction reference of building template 7 or floor 8;
(5) building template 7 be installed or water after build floor 8, the installation precision of proofreading and correct building template 7 or floor 8 with described special correcting circuit chi 1, after completing the building of part or whole building template 7 constructions or floor 8, described special correcting circuit chi 1 is placed on building template 7 or floor 8 upper surfaces, when check point 12 and described netted benchmark cotton rope 2 are in the same plane, the installation of building template 7 or floor 8 completes, and realizes the absolute altitude that building template 7 is installed or floor 8 is built and controls and planeness control.
When building template or floor slab construction control method are during for structural jointing place, described step (1) is specifically further comprising the steps of:
(11) also prepare wooden rule 15 and calibrating block 16;
Described step (2) is specifically further comprising the steps of:
(21) when for building template or floor slab structure parting place 4, demarcating on the reinforcing bar 31 of construction reference point 32, fixing upper calibrating block 16, the height of calibrating block is consistent with the height of construction reference point 32;
(22) one of described wooden rule 15 section, lean against on column 3 reserved steel bars 31 that are positioned at the fixing upper calibrating block 16 in one side, structural jointing place, wooden rule 15 another sections extend horizontally on another side column 3 reserved steel bars 31 that are positioned at structural jointing place, take this wooden rule 15 is benchmark, calibrating block 16 on fixing at column 3 reserved steel bar 31 places, implementation structure parting both sides building template or floor slab construction benchmark consistent.
Embodiment 2, referring to Figure 11 to Figure 19, the building template that the present embodiment provides or floor slab construction control device and method are substantially the same manner as Example 1, and its difference is, described building template or floor slab construction control method are also installed or pouring construction for the template of rectangular beam 5 or grade beam 6.
Referring to Figure 11 to Figure 13, for for rectangular beam 5 structure of transvers plate and the absolute altitude of falling from power, planeness control structure schematic diagram.
Referring to Figure 14 to Figure 16, for for grade beam 6 structure of transvers plate and absolute altitude processed, planeness control structure schematic diagram.At grade beam 6, have grade beam 6 concrete bed courses 61.
In above-described embodiment, building template check point is arranged on the below of floor check point, the distance between building template check point and floor check point, and be the thickness of building of floor, this segment distance can need to arrange according to practice of construction.When special correcting circuit chi is used for the construction control of building template, use building template check point; When construction control for cast-in-situ floor, use floor check point.
The method providing in above-described embodiment by demarcating the construction reference point 32 of the construction elevation of building template or floor on column reinforcing bar 3, by horizontal laser light instrument, on other column reinforcing bars 3, demarcate construction reference point 32 exactly afterwards, utilize benchmark cotton rope 2 to connect into the datum plane of building template or floor each construction reference point 32, then utilize special correcting circuit chi 1, when the installation of building template or the construction of cast-in-situ floor, the building template forming according to benchmark cotton rope 2 or the construction reference of floor, detect at once the installation of building template or the absolute altitude of cast-in-situ floor or planeness, make each place of building template or floor meet construction reference, non-compliant local on-the-spot the adjustment or revisal of carrying out, realize efficient, the pouring construction of accurate building template installation or floor.
Special correcting circuit chi 1 is provided with two check points 12, the floor upper surface that special correcting circuit chi 1 is placed on to mounted building template or has built, check that whether check point 12 overlaps with the datum plane at benchmark cotton rope 2 places, can detect this local building template or floor and whether meet construction reference.Mobile special correcting circuit chi 1, or place a plurality of special correcting circuit chis 1 on building template or floor, can realize and detect rapidly floor absolute altitude, planeness, and finds that in time quality problems repair.
At floor slab structure parting place, utilize wooden rule 15, proofread and correct the construction reference of left and right Liang Ge building template or floor, be located on same datum plane, guarantee its construction quality.The utility model and special correcting circuit chi 1 are equally applicable to template installation or the concrete pouring construction of rectangular beam 5 or grade beam 6.
The utility model is not limited to above-mentioned embodiment, adopts or approximate construction identical with the utility model above-described embodiment, and other building templates or the floor slab construction control device that obtain, all within protection domain of the present utility model.
Claims (6)
1.Yi Zhong building template or floor slab construction control device, it is characterized in that, it comprises cylinder scale body and benchmark cotton rope, this cylinder scale body comprises base and riser, this base is connected with riser is vertical, on this riser, be provided with check point, this benchmark cotton rope draws and is located between construction reference point default on two column reinforcing bars.
2. building according to claim 1 template or floor slab construction control device, is characterized in that, many described benchmark cotton ropes form the space reference plane higher than building template or floor slab construction face.
3. building according to claim 1 template or floor slab construction control device, it is characterized in that, described check point comprises building template check point and floor check point, this building template check point is consistent with demarcation vertical distance of construction reference point on column reinforcing bar with the building template upper surface that the vertical distance of base lower surface equals installation, and the floor upper surface that described floor check point equals to build with the vertical distance of base lower surface is consistent with demarcation vertical distance of construction reference point on column reinforcing bar.
4. building according to claim 3 template or floor slab construction control device, is characterized in that, on described riser, level is provided with two nails, the top check point that is respectively building template or floor of this two nail.
5. building according to claim 1 template or floor slab construction control device, it is characterized in that, it also comprises wooden rule and calibrating block, during for building template or floor slab structure parting place, demarcating on the reinforcing bar of construction reference point, fixing upper calibrating block, the height of calibrating block is consistent with the height of construction reference point; One section of described wooden rule, lean against on the column reserved steel bar that is positioned at the fixing upper calibrating block in one side, structural jointing place, another section of wooden rule extends horizontally on the another side column reserved steel bar that is positioned at structural jointing place, take this wooden rule as benchmark, calibrating block on fixing at column reserved steel bar place, implementation structure parting both sides building template or floor slab construction benchmark consistent.
6. building according to claim 1 template or floor slab construction control device, is characterized in that, on described cylinder scale body, is also provided with ribs, and this ribs connects described base and vertical chi.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201420141096.9U CN203769332U (en) | 2014-03-26 | 2014-03-26 | Building form or floor construction control device |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201420141096.9U CN203769332U (en) | 2014-03-26 | 2014-03-26 | Building form or floor construction control device |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN203769332U true CN203769332U (en) | 2014-08-13 |
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| Application Number | Title | Priority Date | Filing Date |
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| CN201420141096.9U Expired - Fee Related CN203769332U (en) | 2014-03-26 | 2014-03-26 | Building form or floor construction control device |
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| Country | Link |
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| CN (1) | CN203769332U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110805278A (en) * | 2019-10-29 | 2020-02-18 | 鞍钢房产建设有限公司 | Method for controlling thickness and flatness of concrete floor |
| CN110847464A (en) * | 2019-11-26 | 2020-02-28 | 上海宝冶集团有限公司 | Construction and measurement method for ensuring levelness of top plate of cast-in-place structure |
-
2014
- 2014-03-26 CN CN201420141096.9U patent/CN203769332U/en not_active Expired - Fee Related
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110805278A (en) * | 2019-10-29 | 2020-02-18 | 鞍钢房产建设有限公司 | Method for controlling thickness and flatness of concrete floor |
| CN110847464A (en) * | 2019-11-26 | 2020-02-28 | 上海宝冶集团有限公司 | Construction and measurement method for ensuring levelness of top plate of cast-in-place structure |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| CP03 | Change of name, title or address |
Address after: 523000 Guangdong province Dongguan Nancheng District Guan Tai Road and No. 29 road wins Hengshun building 6 floor No. 609 Patentee after: Zhonghong Construction Co.,Ltd. Address before: 523000 05-06 unit 05-06 unit of Jinhui business mansion No. 6, Jianshe Road 6, Nancheng District, Dongguan, Guangdong Patentee before: DONGGUAN JIANZHIDU CONSTRUCTION ENGINEERING Co.,Ltd. |
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| CP03 | Change of name, title or address | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20140813 |
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| CF01 | Termination of patent right due to non-payment of annual fee |