CN106836662A - The concrete construction method of Curved Roof - Google Patents
The concrete construction method of Curved Roof Download PDFInfo
- Publication number
- CN106836662A CN106836662A CN201611090429.XA CN201611090429A CN106836662A CN 106836662 A CN106836662 A CN 106836662A CN 201611090429 A CN201611090429 A CN 201611090429A CN 106836662 A CN106836662 A CN 106836662A
- Authority
- CN
- China
- Prior art keywords
- steel form
- roofing
- concrete
- steel
- rail plate
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
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Classifications
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04D—ROOF COVERINGS; SKY-LIGHTS; GUTTERS; ROOF-WORKING TOOLS
- E04D7/00—Roof covering exclusively consisting of sealing masses applied in situ; Gravelling of flat roofs
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B7/00—Roofs; Roof construction with regard to insulation
-
- 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
- E04G11/00—Forms, shutterings, or falsework for making walls, floors, ceilings, or roofs
- E04G11/36—Forms, shutterings, or falsework for making walls, floors, ceilings, or roofs for floors, ceilings, or roofs of plane or curved surfaces end formpanels for floor shutterings
Abstract
The invention provides a kind of concrete construction method of Curved Roof, comprise the following steps：A, installation rail plate；B, combine and steel form is installed；The radian of c, adjustment steel form；D, the installation form travel mechanism on steel form；E, on the steel form for assembling plate vibrator is installed；F, inspection pattern movement mechanism；Roofing concrete is carried out after the completion of g, pattern movement mechanism pours work；H, after the completion of the region roofing where steel form is poured, steel form is integrally hung to using tower crane for next casting area, repeat step f and g carry out concreting, until whole roofing pours completion；After the completion of roofing concrete is poured, after concrete reaches some strength, steel form is removed.The present invention solves the problems, such as difficult forming present in Curved Roof concreting, bent roofing concrete plate construction quality and curve surface accuracy are improved, design thickness, concrete density of Curved Roof concrete etc. has been effectively ensured and has been reached design requirement.
Description
Technical field
The present invention relates to a kind of construction method of roofing, specifically a kind of concrete construction side of Curved Roof
Method.
Background technology
In building engineering, in order that building it is real turn into contact natural landscape and cultural characteristics, traditional culture with
One carrier of modern civilization, reaches the natural effect that mountain stone is unified, humanity is unified, and has emerged in large numbers substantial amounts of Curved Roof.Mesh
Before, the concrete construction of Curved Roof is substantially：Support is set up；Formwork；Beam, slab muscle colligation；Lanyard bracing wire is controlled
Pitched roof elevation；Casting concrete.But, in concrete construction, the radian for pouring thickness and roofing of its concrete
More difficult control, causes the concrete slab construction of Curved Roof second-rate and bent surface accuracy is relatively low.
The content of the invention
It is an object of the invention to provide a kind of concrete construction method of Curved Roof, to solve existing shaped form
The relatively low problem of the second-rate and bent surface accuracy of concrete slab construction present in the construction method of the concrete on roof.
The object of the present invention is achieved like this：A kind of concrete construction method of Curved Roof, comprises the following steps：
A, installation rail plate：Uniformly eject a plurality of parallel along roofing radian direction on the roofing plank sheathing for laying in advance
Track centerline, multiple is evenly arranged with admittedly on every track centerline on roofing plank sheathing along the direction of track centerline
Determine bearing, the adjusting screw rod with its plane perpendicular is installed on the hold-down support, the adjusting screw rod is connected through a screw thread
Mode be fixedly connected with the top of the hold-down support, be fixedly installed at the top of the adjusting screw rod for accommodate slide
The rail mounting groove of guide rail, places rail plate in rail mounting groove, and the upper surface of the rail plate is continuous to be set to
Broached-tooth design, is installed when same rail plate is installed from eaves mouthful to the direction order of ridge, rail plate by pin with
The side wall of rail mounting groove is fixedly connected, and the rail plate radian of identical elevation location is identical, by adjusting the adjusting screw rod
The thickness for being screwed into depth and being treated to adjust casting concrete on the hold-down support；
B, combine and steel form is installed：Conventional modulus according to each building roof makes the different steel form of polylith width, so
The area according to roofing to be poured is combined collocation afterwards, is entered by bolt between every piece of steel form and adjacent steel form
, be placed on rail plate the good steel form of composite assembly so that steel form is relative with roofing plank sheathing using tower crane by row connection
Set；When the steel form that combination is completed is placed, the side long of steel form is parallel with track centerline；
The radian of c, adjustment steel form：Intermediolateral column is fixedly mounted at every piece of back side of steel form, and uses scaffold tubes by every block of steel
Intermediolateral column in template is linked to be overall structure, is connected with for adjusting between every piece of steel form and intermediolateral column mounted thereto
The telescopic support adjusting rod of steel form radian, between support adjusting rod and steel form and support adjusting rod and intermediolateral column it
Between connected by pin rotation, the support adjusting rod is symmetrically distributed in the both sides of the radial direction of intermediolateral column；Regulation support regulation
The length of bar so that corresponding steel form rotates along the axis of itself, checked all the time when the radian of steel form is adjusted steel form with
The distance between roofing plank sheathing, to adjust roofing concrete shaping radian and roofing concrete thickness to be poured at any time；
D, the installation form travel mechanism on steel form：Pattern movement mechanism includes driving shaft and driven shaft, in the driving shaft
Be cased with the driven shaft with the same number of gear of the rail plate, the driving shaft and driven shaft are separately mounted to
The top and bottom of the steel form after assembling, are provided with the driving electricity for driving the driving shaft to rotate on the steel form
Machine, be fixed on gear where it by pin with after the engagement of corresponding rail plate with the gear on driven shaft by driving shaft
On driving shaft or driven shaft；
E, on the steel form for assembling plate vibrator is installed：According to the area choosing that different concrete slabs are thick and steel form is assembled
Appropriate number of plate vibrator is taken, and plate vibrator is arranged in the steel form for assembling in the form of multiple lines and multiple rows
The back side；
F, inspection pattern movement mechanism：After installing plate vibrator, motor is debugged, the steering of motor is adjusted to
The state in the same direction with steel form direction of travel；Motor is existed to motor energization after the completion of turning to adjustment with debugging steel form
Walking on rail plate, it is ensured that steady walking of the steel form on rail plate；
Roofing concrete is carried out after the completion of g, pattern movement mechanism pours work：When concreting is carried out to roofing under
It is supreme to pour, plate vibrator is opened when pouring, when motor is opened after concreting to certain altitude, make assembling steel
Template is moved up, and concreting speed is adjusted by controlling the translational speed of steel form；
H, after the completion of the region roofing where steel form is poured, steel form is integrally hung to using tower crane for next casting area,
Repeat step f checks steel form travel mechanism, and repeat step g carries out concreting from the bottom to top to roofing, until whole
Individual roofing pours completion；After the completion of roofing concrete is poured, after concrete reaches some strength, steel form is removed, by steel
Template is transported to next construction area and reuses.
In step a, the hold-down support uses rubber hold-down support, and the hold-down support to be fixedly mounted on by steel nail
On roofing plank sheathing.
In step c, the intermediolateral column is with the attachment structure of steel form：The back side of every piece of steel form is provided with fixing card
Groove, fixed card slot is inserted and by pin by intermediolateral column the fixed installation again fixed card slot by intermediolateral column.
In step c, symmetrically adjusted to intermediolateral column direction simultaneously from both sides when steel form radian is adjusted.
Connected by chain between the motor and driving shaft.
In step f, when the walking to steel form is debugged, the gear on gear sideslip or driven shaft on driving shaft
During sideslip, driving shaft and the perpendicularity and driven shaft of rail plate and the perpendicularity of rail plate are checked, by adjusting actively
The measure of the position or local directed complete set rail plate position of axle or driven shaft ensures engaging for gear and rail plate.
Present invention installation form travel mechanism on steel form, and by the gear and rail plate on pattern movement mechanism
Engagement realize movement of the steel form on rail plate, simplify the concrete working device of Curved Roof, make curve room
The concreting process in face is easily controllable, improves the recycling rate of waterused of steel form, reduces the construction cost of concrete.
The present invention fixedly mounts intermediolateral column at every piece of back side of steel form, and is linked to be the intermediolateral column on every piece of steel form using scaffold tubes
Overall structure, is connected between every piece of steel form and intermediolateral column mounted thereto for adjusting the scalable of steel form radian
Support adjusting rod, by support adjusting rod realize steel form radian adjust, improve the surface accuracy of Curved Roof.
The present invention solves the problems, such as difficult forming present in Curved Roof concreting, improves bent roofing coagulation
Native plate construction quality and curve surface accuracy, have been effectively ensured design thickness, the concrete density of Curved Roof concrete
Etc. reaching design requirement.The shelving roofing concrete that mobile steel form can adapt to different radians simultaneously is poured, with existing song
The construction method of linear roofing is compared, economical, economies and it is advanced the advantages of.
Brief description of the drawings
Fig. 1 is the structural representation of the scaffold of Curved Roof of the invention.
Fig. 2 is the structural representation of steel form of the invention.
Fig. 3 is the attachment structure figure of rail plate of the invention and hold-down support.
Fig. 4 is the attachment structure top view of rail plate of the invention and hold-down support.
Fig. 5 is the structural representation of rail plate of the invention.
In figure：1st, roofing plank sheathing；2nd, hold-down support；3rd, adjusting screw rod；4th, rail plate；5th, steel form；6th, intermediolateral column；
7th, support adjusting rod；8th, scaffold tubes.
Specific embodiment
As shown in Fig. 1 ~ Fig. 5, a kind of concrete construction method of Curved Roof is comprised the following steps：
A, installation rail plate 4：Uniformly eject a plurality of parallel along roofing radian direction on the roofing plank sheathing 1 for laying in advance
Track centerline, be evenly arranged with along the direction of track centerline on every track centerline on roofing plank sheathing 1 many
Individual hold-down support 2, hold-down support 2 is using rubber hold-down support 2, and hold-down support 2 is fixedly mounted on roofing wooden model by steel nail
On plate 1, the distance between hold-down support 2 on same track centerline and adjacent hold-down support 2 are arranged on for 1 meter.Solid
Determine the adjusting screw rod 3 with its plane perpendicular is installed on bearing 2, the mode that adjusting screw rod 3 is connected through a screw thread and hold-down support 2
Top be fixedly connected, be fixedly installed the rail mounting groove for accommodating rail plate 4 at the top of adjusting screw rod 3, it is in-orbit
Rail plate 4 is placed in road mounting groove, rail mounting groove is for the top of channel-section steel structure, i.e. rail mounting groove and along rail plate
The two ends of heart line are disposed as opening.The upper surface of rail plate 4 to be set to continuous broached-tooth design, rail plate 4 in peace
Installed from eaves mouthful to the direction order of ridge when filling same rail plate 4, rail plate 4 is by pin and rail mounting groove
Side wall is fixedly connected, and the radian of rail plate 4 of identical elevation location is identical, by adjusting adjusting screw rod 3 on hold-down support 2
It is screwed into depth and is treated to adjust the thickness of casting concrete.It is fixed rail plate can be measured using axis intersection during construction
Position.
B, combine and steel form 5 is installed：Conventional modulus according to each building roof makes the different punching block of polylith width
Plate 5, is then combined collocation according to the area of roofing to be poured, by spiral shell between every piece of steel form 5 and adjacent steel form 5
Bolt is attached, and the good steel form 5 of composite assembly is placed on rail plate 4 using tower crane so that steel form 5 and roofing wood
Template 1 is oppositely arranged；When the steel form 5 that combination is completed is placed, the side long of steel form 5 is parallel with track centerline.Making
The size of steel form can be adjusted during steel form according to the gradient of Curved Roof, wherein steel form can be increased in heavy grade roofing
Lateral length, conversely, the longitudinal length of steel form can be reduced, while adjusting the slump of concrete, has concrete good
Mobility.
The radian of c, adjustment steel form 5：Intermediolateral column 6 is fixedly mounted at every piece of back side of steel form 5, and uses scaffold tubes 8
Intermediolateral column 6 on every piece of steel form 5 is linked to be overall structure, is connected between every piece of steel form 5 and intermediolateral column 6 mounted thereto
Be connected to some telescopic support adjusting rods 7 for adjusting the radian of steel form 5, between support adjusting rod 7 and steel form 5 and
Connected by pin rotation between support adjusting rod 7 and intermediolateral column 6, the pin between connection support adjusting rod 7 and steel form 5
The outer surface of the pin between nail and connection support adjusting rod 7 and intermediolateral column 6 is coated with lubricating oil.In the present embodiment,
The front of steel form is concreting face, and the back side of steel form is the back side in the concreting face of steel form, in steel form
The back side multiple ribs be arrangeding in parallel are installed, the side long of ribs is axially in parallel with steel form.Support adjusting rod 7 pairs
Title is distributed in the both sides of the radial direction of intermediolateral column 6.In the present embodiment, intermediolateral column 6 is arranged on the back side axial direction of every piece of steel form 5
Respectively be connected with intermediolateral column 6 for the two ends and middle part along curve radian of steel form 5 by the middle part of side, support adjusting rod 7.Regulation
The length of support adjusting rod 7 so that corresponding steel form 5 rotates along the axis of itself, when the radian of steel form 5 is adjusted all the time
Check the distance between steel form 5 and roofing plank sheathing 1, with adjust roofing concrete shaping radian at any time and roofing wait to pour it is mixed
Solidifying soil thickness, is symmetrically adjusted to the direction of intermediolateral column 6 simultaneously when 5 radian of steel form is adjusted from both sides.Wherein, intermediolateral column 6 and steel
The attachment structure of template 5 is：The back side of every piece of steel form 5 is provided with fixed card slot, intermediolateral column 6 is inserted into fixed card slot and is led to
Cross during intermediolateral column 6 fixedly mounts fixed card slot again by pin.Each support adjusting rod 7 includes first be connected with steel form 5
Bar and the second pole being connected with intermediolateral column, the first pole are provided with external screw thread with the mutually close two ends of the second pole, the
The external screw thread of one pole is oppositely oriented with the external screw thread of the second pole.Adjusting set is connected between the first pole and the second pole
Cylinder, the inner tube wall of regulating sleeve is provided with the internal thread being engaged with the first pole and the second pole, by rotating regulating sleeve
The flexible of support adjusting rod 7 can be realized.
D, the installation form travel mechanism on steel form 5：Pattern movement mechanism includes driving shaft and driven shaft, in driving shaft
Be cased with being respectively mounted steel after assembling with the same number of gear of rail plate 4, driving shaft and driven shaft on driven shaft
The top and bottom of template 5, are provided with the motor for driving driving shaft to rotate, motor and master on steel form 5
Connected by chain between moving axis.In the present embodiment, the axle for supporting driving shaft to rotate is installed at the top of steel form
Bearing, the bearing block for supporting driven shaft to rotate is provided with the bottom of steel form.By the gear on driving shaft and driven shaft
On driving shaft or driven shaft where gear to be fixed on it by pin after being engaged with corresponding rail plate 4.
E, on the steel form 5 for assembling plate vibrator is installed：It is thick and the assembly of steel form 5 according to different concrete slabs
Area chooses appropriate number of plate vibrator, and plate vibrator is arranged in the steel for assembling in the form of multiple lines and multiple rows
The back side of template 5.The spacing between plate vibrator and adjacent plate vibrator is 1 meter in the horizontal, in the vertical flat board
Spacing between vibrator and adjacent plate vibrator is 1 meter.
F, inspection pattern movement mechanism：After installing plate vibrator, motor is debugged, the steering of motor is adjusted
It is whole to the state in the same direction with the direction of travel of steel form 5；Motor is powered to debugging steel after the completion of turning to adjustment to motor
Walking of the template 5 on rail plate 4, it is ensured that steady walking of the steel form 5 on rail plate 4；The operation smooth-going of steel form 5
Afterwards, vibrator is opened, the steel form 5 that reruns is moved up and down, it is ensured that during steel form 5 shakes again, remain to even running.
When walking to steel form 5 is debugged, during gear sideslip on the gear sideslip or driven shaft on driving shaft, driving shaft is checked
With the perpendicularity of the perpendicularity and driven shaft of rail plate 4 and rail plate 4, by the position for adjusting driving shaft or driven shaft
Or the measure of the position of local directed complete set rail plate 4 ensures engaging for gear and rail plate 4.
Roofing concrete is carried out after the completion of g, pattern movement mechanism pours work：When concreting is carried out to roofing
Pour from the bottom to top, plate vibrator is opened when pouring, when motor is opened after concreting to certain altitude, make group
Steel loading template 5 is moved up, and concreting speed is adjusted by controlling the translational speed of steel form 5.
H, after the completion of the region roofing where steel form 5 is poured, next pouring is hung to by steel form 5 is overall using tower crane
Region, repeat step f checks the travel mechanism of steel form 5, and repeat step g carries out concreting from the bottom to top to roofing,
Until whole roofing pours completion；After the completion of roofing concrete is poured, after concrete reaches some strength, steel form is removed
5, steel form 5 is transported to next construction area and is reused.
Next construction area carry out roofing concrete the installation that can successively carry out steel form when pouring by above-mentioned steps,
The adjustment of steel form radian and pouring for roofing concrete.The present invention is applied to shaped form pitched roof, arc pitched roof and broken line
The concrete of shape pitched roof is poured.
The present invention obtains good application effect in Ancient City of Ping Yao eco-tour cultural industry garden project.
Claims (6)
1. a kind of concrete construction method of Curved Roof, it is characterized in that, comprise the following steps：
A, installation rail plate：Uniformly eject a plurality of parallel along roofing radian direction on the roofing plank sheathing for laying in advance
Track centerline, multiple is evenly arranged with admittedly on every track centerline on roofing plank sheathing along the direction of track centerline
Determine bearing, the adjusting screw rod with its plane perpendicular is installed on the hold-down support, the adjusting screw rod is connected through a screw thread
Mode be fixedly connected with the top of the hold-down support, be fixedly installed at the top of the adjusting screw rod for accommodate slide
The rail mounting groove of guide rail, places rail plate in rail mounting groove, and the upper surface of the rail plate is continuous to be set to
Broached-tooth design, is installed when same rail plate is installed from eaves mouthful to the direction order of ridge, rail plate by pin with
The side wall of rail mounting groove is fixedly connected, and the rail plate radian of identical elevation location is identical, by adjusting the adjusting screw rod
The thickness for being screwed into depth and being treated to adjust casting concrete on the hold-down support；
B, combine and steel form is installed：Conventional modulus according to each building roof makes the different steel form of polylith width, so
The area according to roofing to be poured is combined collocation afterwards, is entered by bolt between every piece of steel form and adjacent steel form
, be placed on rail plate the good steel form of composite assembly so that steel form is relative with roofing plank sheathing using tower crane by row connection
Set；When the steel form that combination is completed is placed, the side long of steel form is parallel with track centerline；
The radian of c, adjustment steel form：Intermediolateral column is fixedly mounted at every piece of back side of steel form, and uses scaffold tubes by every block of steel
Intermediolateral column in template is linked to be overall structure, is connected with for adjusting between every piece of steel form and intermediolateral column mounted thereto
The telescopic support adjusting rod of steel form radian, between support adjusting rod and steel form and support adjusting rod and intermediolateral column it
Between connected by pin rotation, the support adjusting rod is symmetrically distributed in the both sides of the radial direction of intermediolateral column；Regulation support regulation
The length of bar so that corresponding steel form rotates along the axis of itself, checked all the time when the radian of steel form is adjusted steel form with
The distance between roofing plank sheathing, to adjust roofing concrete shaping radian and roofing concrete thickness to be poured at any time；
D, the installation form travel mechanism on steel form：Pattern movement mechanism includes driving shaft and driven shaft, in the driving shaft
Be cased with the driven shaft with the same number of gear of the rail plate, the driving shaft and driven shaft are separately mounted to
The top and bottom of the steel form after assembling, are provided with the driving electricity for driving the driving shaft to rotate on the steel form
Machine, be fixed on gear where it by pin with after the engagement of corresponding rail plate with the gear on driven shaft by driving shaft
On driving shaft or driven shaft；
E, on the steel form for assembling plate vibrator is installed：According to the area choosing that different concrete slabs are thick and steel form is assembled
Appropriate number of plate vibrator is taken, and plate vibrator is arranged in the steel form for assembling in the form of multiple lines and multiple rows
The back side；
F, inspection pattern movement mechanism：After installing plate vibrator, motor is debugged, the steering of motor is adjusted to
The state in the same direction with steel form direction of travel；Motor is existed to motor energization after the completion of turning to adjustment with debugging steel form
Walking on rail plate, it is ensured that steady walking of the steel form on rail plate；
Roofing concrete is carried out after the completion of g, pattern movement mechanism pours work：When concreting is carried out to roofing under
It is supreme to pour, plate vibrator is opened when pouring, when motor is opened after concreting to certain altitude, make assembling steel
Template is moved up, and concreting speed is adjusted by controlling the translational speed of steel form；
H, after the completion of the region roofing where steel form is poured, steel form is integrally hung to using tower crane for next casting area,
Repeat step f checks steel form travel mechanism, and repeat step g carries out concreting from the bottom to top to roofing, until whole
Individual roofing pours completion；After the completion of roofing concrete is poured, after concrete reaches some strength, steel form is removed, by steel
Template is transported to next construction area and reuses.
2. the concrete construction method of Curved Roof according to claim 1, it is characterized in that, in step a, the fixation
Bearing uses rubber hold-down support, and the hold-down support to be fixedly mounted on roofing plank sheathing by steel nail.
3. the concrete construction method of Curved Roof according to claim 1, it is characterized in that, in step c, the centre
Post is with the attachment structure of steel form：The back side of every piece of steel form is provided with fixed card slot, intermediolateral column is inserted into fixed card slot
And by pin by intermediolateral column the fixed installation again fixed card slot.
4. the concrete construction method of Curved Roof according to claim 1, it is characterized in that, in step c, in regulation steel
Symmetrically adjusted to intermediolateral column direction simultaneously from both sides during template radian.
5. the concrete construction method of Curved Roof according to claim 1, it is characterized in that, the motor and master
Connected by chain between moving axis.
6. the concrete construction method of Curved Roof according to claim 1, it is characterized in that, in step f, to punching block
When the walking of plate is debugged, during gear sideslip on the gear sideslip or driven shaft on driving shaft, check driving shaft and slide
The perpendicularity and driven shaft of guide rail and the perpendicularity of rail plate, by the position or the part that adjust driving shaft or driven shaft
The measure of adjustment rail plate position ensures engaging for gear and rail plate.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201611090429.XA CN106836662B (en) | 2016-12-01 | 2016-12-01 | The concrete construction method of Curved Roof |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201611090429.XA CN106836662B (en) | 2016-12-01 | 2016-12-01 | The concrete construction method of Curved Roof |
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| CN106836662A true CN106836662A (en) | 2017-06-13 |
| CN106836662B CN106836662B (en) | 2019-01-29 |
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Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107700829A (en) * | 2017-09-26 | 2018-02-16 | 中建局集团建设发展有限公司 | Pulley suspension large form realizes the constructing device that the huge post of wide-angle inclined in two-way is tiltedly climbed |
| CN111878098A (en) * | 2020-07-31 | 2020-11-03 | 中交隧道工程局有限公司 | Concrete pouring device and method for shield starting base |
| CN113914626A (en) * | 2021-09-29 | 2022-01-11 | 临沂市政集团有限公司 | Municipal works are with cast-in-place concrete template vibrating device |
| CN114033107A (en) * | 2021-12-15 | 2022-02-11 | 山西五建集团有限公司 | Slope roof concrete pouring method |
Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2000274073A (en) * | 1999-03-26 | 2000-10-03 | Kaneso Co Ltd | Cutting die body holding device for drain |
| CN202347840U (en) * | 2011-12-10 | 2012-07-25 | 齐冀鲁 | Adjustable arc-shaped steel moulding plate |
| CN202401755U (en) * | 2011-11-21 | 2012-08-29 | 中冶天工集团有限公司 | Curvature-adjustable concrete construction steel mould |
| CN203145445U (en) * | 2013-04-11 | 2013-08-21 | 大连大学 | Shaping plate for civil construction |
| CN203160099U (en) * | 2013-04-08 | 2013-08-28 | 中铁十局集团建筑工程有限公司 | Dual-curve-surface concrete pavement steel mold plate |
| CN204983643U (en) * | 2015-08-04 | 2016-01-20 | 天津市兴业龙祥建设工程有限公司 | Ramp type concrete roof formwork system |
-
2016
- 2016-12-01 CN CN201611090429.XA patent/CN106836662B/en active Active
Patent Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2000274073A (en) * | 1999-03-26 | 2000-10-03 | Kaneso Co Ltd | Cutting die body holding device for drain |
| CN202401755U (en) * | 2011-11-21 | 2012-08-29 | 中冶天工集团有限公司 | Curvature-adjustable concrete construction steel mould |
| CN202347840U (en) * | 2011-12-10 | 2012-07-25 | 齐冀鲁 | Adjustable arc-shaped steel moulding plate |
| CN203160099U (en) * | 2013-04-08 | 2013-08-28 | 中铁十局集团建筑工程有限公司 | Dual-curve-surface concrete pavement steel mold plate |
| CN203145445U (en) * | 2013-04-11 | 2013-08-21 | 大连大学 | Shaping plate for civil construction |
| CN204983643U (en) * | 2015-08-04 | 2016-01-20 | 天津市兴业龙祥建设工程有限公司 | Ramp type concrete roof formwork system |
Cited By (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107700829A (en) * | 2017-09-26 | 2018-02-16 | 中建局集团建设发展有限公司 | Pulley suspension large form realizes the constructing device that the huge post of wide-angle inclined in two-way is tiltedly climbed |
| CN111878098A (en) * | 2020-07-31 | 2020-11-03 | 中交隧道工程局有限公司 | Concrete pouring device and method for shield starting base |
| CN113914626A (en) * | 2021-09-29 | 2022-01-11 | 临沂市政集团有限公司 | Municipal works are with cast-in-place concrete template vibrating device |
| CN113914626B (en) * | 2021-09-29 | 2022-12-23 | 临沂市政集团有限公司 | Municipal works are with cast-in-place concrete template vibrating device |
| CN114033107A (en) * | 2021-12-15 | 2022-02-11 | 山西五建集团有限公司 | Slope roof concrete pouring method |
| CN114033107B (en) * | 2021-12-15 | 2023-04-18 | 山西五建集团有限公司 | Slope roof concrete pouring method |
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| CN106836662B (en) | 2019-01-29 |
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