CN112609964A - Movable formwork assembly and construction method of building formwork - Google Patents
Movable formwork assembly and construction method of building formwork Download PDFInfo
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- CN112609964A CN112609964A CN202011499902.6A CN202011499902A CN112609964A CN 112609964 A CN112609964 A CN 112609964A CN 202011499902 A CN202011499902 A CN 202011499902A CN 112609964 A CN112609964 A CN 112609964A
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- 238000009415 formwork Methods 0.000 title claims abstract description 85
- 238000010276 construction Methods 0.000 title claims abstract description 32
- 230000008093 supporting effect Effects 0.000 claims description 10
- 238000000034 method Methods 0.000 abstract description 8
- 230000008569 process Effects 0.000 abstract description 6
- 230000007306 turnover Effects 0.000 abstract 1
- 241000357293 Leptobrama muelleri Species 0.000 description 23
- 239000002023 wood Substances 0.000 description 11
- 230000004323 axial length Effects 0.000 description 8
- 238000005266 casting Methods 0.000 description 3
- 239000000463 material Substances 0.000 description 3
- 230000004048 modification Effects 0.000 description 3
- 238000012986 modification Methods 0.000 description 3
- 229910000746 Structural steel Inorganic materials 0.000 description 2
- 230000003139 buffering effect Effects 0.000 description 2
- 238000006073 displacement reaction Methods 0.000 description 2
- 239000011120 plywood Substances 0.000 description 2
- 230000003044 adaptive effect Effects 0.000 description 1
- 238000009435 building construction Methods 0.000 description 1
- 230000008859 change Effects 0.000 description 1
- 238000006243 chemical reaction Methods 0.000 description 1
- 238000013016 damping Methods 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 230000005484 gravity Effects 0.000 description 1
- 239000007788 liquid Substances 0.000 description 1
Images
Classifications
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- 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
- E04G11/06—Forms, shutterings, or falsework for making walls, floors, ceilings, or roofs for walls, e.g. curved end panels for wall shutterings; filler elements for wall shutterings; shutterings for vertical ducts
- E04G11/20—Movable forms; Movable forms for moulding cylindrical, conical or hyperbolical structures; Templates serving as forms for positioning blocks or the like
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- 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
- E04G11/06—Forms, shutterings, or falsework for making walls, floors, ceilings, or roofs for walls, e.g. curved end panels for wall shutterings; filler elements for wall shutterings; shutterings for vertical ducts
- E04G11/20—Movable forms; Movable forms for moulding cylindrical, conical or hyperbolical structures; Templates serving as forms for positioning blocks or the like
- E04G11/34—Horizontally-travelling moulds for making walls blockwise or section-wise
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- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Mechanical Engineering (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)
Abstract
The utility model provides a movable formwork assembly, including the template system that constitutes by panel and back of the body stupefied, still include the base that is supported by the gyro wheel, template system bottom supports on the base and can follow the base and wholly remove, still provides a building templates construction method, can high-efficient removal template and accomplish the turnover in the building work process, improves the efficiency of construction.
Description
Technical Field
The invention belongs to the field of construction of building engineering templates.
Background
In the existing construction technology of building engineering, in a wall pouring link, a formwork supporting mode of scattered support and scattered removal is adopted according to the division of construction sections. According to the mode, assembling and disassembling operations of the template are repeatedly carried out according to construction conditions, for example, the panel is configured before the construction of the shear wall, and after the construction of the shear wall is finished, the back edges are loosened one by one and the panel is removed. The method has the advantages of large construction workload, material transfer for many times, low construction efficiency, high safety risk in the template dismantling process and easy danger.
Disclosure of Invention
The invention aims to provide a movable formwork assembly, which can realize integral movement and portable storage of a formwork and effectively improve the construction efficiency.
The movable formwork assembly comprises a formwork system and a base, wherein the formwork system is composed of a panel and a back edge, the base is supported by rollers, and the bottom of the formwork system is supported on the base and can integrally move along with the base.
In one embodiment, the movable formwork assembly further comprises an inclined support for supporting the formwork system, one end of the inclined support is fixedly connected with the formwork system but rotatably adjustable, the other end of the inclined support is fixedly connected with the base but rotatably adjustable, and the length of the inclined support along the axial direction is adjustable; the bottom of the template system is hinged with the base.
In one embodiment, the movable formwork assembly further comprises an inclined support for supporting the formwork system, one end of the inclined support is fixedly connected with the formwork system but rotatably adjustable, the other end of the inclined support is fixedly connected with the base but rotatably adjustable, and the length of the inclined support along the axial direction is adjustable; the base slidably supports the bottom of the formwork system.
In one embodiment, the inclined support comprises a plurality of inclined struts, one end of each inclined strut is hinged to the formwork system, the other end of each inclined strut is hinged to the base, and each inclined strut is a first telescopic rod.
In one embodiment, the inclined support comprises a plurality of hydraulic pressure bridging members, each hydraulic pressure bridging member comprises a second telescopic rod and a hydraulic part, one end of the second telescopic rod is hinged with the formwork system, one end of the hydraulic part is hinged with the base, and the second telescopic rod and the hydraulic part are movably hinged.
In one embodiment, the inclined support comprises a plurality of inclined struts and a plurality of hydraulic scissor struts, one end of each inclined strut is hinged with the formwork system, the other end of each inclined strut is hinged with the base, and each inclined strut is a first telescopic rod; the inclined support piece comprises a plurality of hydraulic cross braces, each hydraulic cross brace comprises a second telescopic rod and a hydraulic part, one end of each second telescopic rod is hinged to the template system, one end of each hydraulic part is hinged to the base, and the second telescopic rods are movably hinged to the hydraulic parts.
In one embodiment, a detachable counterweight is arranged on the base.
In one embodiment, a lifting ring is arranged on the top of the formwork system.
In one embodiment, two sides of the hinge point are respectively provided with a limiting bolt.
Another object of the present invention is to provide a building formwork construction method, comprising the steps of: providing a movable stencil assembly, the movable stencil assembly comprising a stencil system; transporting the movable formwork assembly to a construction site; after the template system is in place, fixing the movable template assembly, installing a split-draw rod and pouring concrete; after the pouring operation is finished, detaching the opposite tension rods on the template system; horizontally moving the movable platen assembly; the template system is tilted and supported to receive the movable template assembly.
Still another object of the present invention is to provide a construction method of a building template, comprising the steps of: providing a movable stencil assembly, the movable stencil assembly comprising a stencil system and a base; transporting the movable formwork assembly to a construction site; after the template system is in place, fixing the movable template assembly, installing a split-draw rod and pouring concrete; after the pouring operation is finished, detaching the opposite tension rods on the template system; horizontally moving the template system on the base; the template system is tilted and supported to receive the movable template assembly.
Above-mentioned movable mould board subassembly is fixed as a whole template system with panel and back of the body stupefied in the construction to can have the convenient and fast's of base of gyro wheel to realize the quick travel to the template system through the bottom when the template is demolishd, and accomodate whole template system, need not carry out the template of relapse and assemble or demolish the operation, greatly improved the construction efficiency.
Drawings
The above and other features, properties and advantages of the present invention will become more apparent from the following description of the embodiments with reference to the accompanying drawings, in which:
FIG. 1 is a schematic view of a first embodiment of a movable die plate assembly.
Fig. 2 is a schematic view of a second embodiment of a movable die plate assembly.
Fig. 3 is a side view of fig. 2.
Fig. 4 is a schematic view of a third embodiment of a movable die plate assembly.
Fig. 5 is a schematic view of a second embodiment of the base.
Fig. 6 is a schematic view of a fourth embodiment of a movable die plate assembly.
Fig. 7 is a schematic view of a fifth embodiment of a movable die plate assembly.
Description of the symbols
2 lifting ring
3 pairs of tension rods
10 Panel
11 batten back edge
12 steel back edge
20 base
21 roller
22 limit bolt
25 groove
30 scissor brace
31 second telescopic rod
32 hydraulic part
40 diagonal bracing
41 rotating rod
46 first inclined strut
47 second diagonal brace
50 balancing weight
100 template system
Detailed Description
The present invention is further described in the following description with reference to specific embodiments and the accompanying drawings, wherein the details are set forth in order to provide a thorough understanding of the present invention, but it is apparent that the present invention can be embodied in many other forms different from those described herein, and it will be readily appreciated by those skilled in the art that the present invention can be implemented in many different forms without departing from the spirit and scope of the invention.
It is to be noted that the drawings described below are by way of example only and are not to scale, and should not be taken as limiting the scope of the invention as it may be actually claimed. Further, the conversion methods in the different embodiments may be appropriately combined.
A movable formwork assembly comprises a formwork system 100 and a base 20 supported by rollers 21, wherein the bottom of the formwork system 100 is supported on the base 20 and can integrally move along with the base 20, secondary transfer of materials can be effectively reduced, and labor intensity of site construction is reduced. The roller 21 includes, but is not limited to, a universal wheel with a self-locking function.
The formwork system 100 is formed by a panel 10 and a back ridge, in one embodiment shown in fig. 1 and 2, the back ridge includes a wood back ridge 11 and a steel back ridge 12, the wood back ridges 11 are fixed on the back of the panel 10 in a crossed manner, the steel back ridges 12 are fixed on the back of the wood back ridge 11, and the panel 10, the wood back ridge 11 and the steel back ridge 12 form the integral formwork system 100. Preferably, three rows of horizontal steel back ridges 122 are respectively arranged at the upper, middle and lower positions of each template system 100, and two vertical steel back ridges 121 are vertically arranged. Each steel back edge 12 is perforated and fixedly connected with the wood back edge 11 by bolts. In addition, the panel 10, the wood back edge 11 and the steel back edge 12 are all provided with matched through holes for the opposite tension rod 3 to pass through.
Preferably, the 100 concatenation departments of adjacent template system adopt the angle bar connection piece to consolidate in the building process, can effectively prevent the panel fissure of displacement, avoid bloated mould and hourglass thick liquid, guarantee concrete placement fashioned impression quality.
In the first embodiment of the base shown in fig. 1 to 4, the base 20 is hinged to the vertical steel back edge 121 of the steel back edge 12, and the formwork system 100 can rotate with this as a hinge point. Preferably, two sides of the hinge point of the base 20 are respectively provided with a limiting bolt 22, and the limiting bolts 22 are used for limiting the rotation range of the formwork system 100, so as to avoid potential safety hazards caused by excessive inclination of the formwork system 100.
In a second embodiment of the base shown in fig. 5-7, base 20 may be provided with a groove 25 at one end, with the bottom end of template system 100 being disposed within groove 25 and slidable within groove 25. If formwork system 100 is comprised of wood back edges 11 and steel back edges 12 as shown in fig. 2, the bottom ends of vertical steel back edges 121 extend into grooves 25 and can slide in grooves 25. The base 20 may also slidably support the formwork system 100 in other connection manners, for example, sliding rails and wheels engaged with the sliding rails are respectively disposed on the base 20 and the formwork system 100, as long as the sliding support function can be achieved.
The movable template assembly further includes an inclined support 70 for supporting the template system 100. In the first embodiment of the movable formwork assembly shown in fig. 1, the base 20 is hinged to the vertical steel back ridge 121 of the steel back ridge 12, the inclined support 70 includes a plurality of inclined struts 40, one end of each inclined strut 40 is hinged to the formwork system 100, the other end of each inclined strut 40 is hinged to the base 20, and each inclined strut 40 is a first telescopic rod and is adjustable in axial length. Brace 40 may be arranged in plurality side-by-side on the back side of template system 100 in a direction perpendicular to the page. When template system 100 is tilted outward, the axial length of diagonal brace 40 is shortened, effectively supporting template system 100. The greater the axially shortened length of brace 40, the greater the angle at which template system 100 is tilted outward. The first telescopic link can be threaded lead screw, and the lead screw axial cover establishes the screw 41, and when the manual work was twisted and is moved screw 41, the length of lead screw can the axial be adjusted. The first telescopic rod can also be a mechanical telescopic rod adopting a spring or damping structure, and the function of adjusting the axial length can be realized.
The base 20 is provided with a detachable weight block 50. The weight 50 is used to reinforce the center of gravity of the base 20 during the movement of the formwork system 100, so as to ensure the stable movement of the base 20. The top of the formwork system 100 is provided with a hanging ring 2. Rings 2 are used for movable template subassembly's bulk movement, can hoist whole movable template subassembly through the tower crane to remove it to next construction section, have enough to meet the need the use.
In the second embodiment of the movable formwork assembly shown in fig. 2 and 3, the base 20 is hinged to the vertical steel back edge 121 of the steel back edge 12, and the inclined support 70 comprises a plurality of hydraulic pressure scissor supports 30. The hydraulic pressure bridging 30 includes a second telescopic rod 31 and a hydraulic part 32, one end of the second telescopic rod 31 is hinged to the formwork system 100, one end of the hydraulic part 32 is hinged to the base 20, and the second telescopic rod 31 and the hydraulic part 32 are movably hinged. The hydraulic pressure bridging 30 and the vertical steel back ridge 121 form a triangular structure. The axial length of the second telescopic rod 31 and the axial length of the hydraulic part 32 can be adjusted, the template system 100 can be safely supported by the hydraulic cross brace 30 through a hydraulic system, a certain buffering effect is provided, and the adaptive capacity is high. When the formwork system 100 is inclined outward, the axial lengths of the second telescopic rod 31 and the hydraulic part 32 can be adjusted at the same time to achieve effective support of the formwork system 100.
In a third embodiment of the movable formwork assembly shown in fig. 4, the base 20 is hinged to the vertical steel back edge 121 of the steel back edge 12, and the inclined support 70 comprises a plurality of inclined struts 40 and a plurality of hydraulic pressure shear struts 30, and the inclined struts 40 and the hydraulic pressure shear struts 30 together support the formwork system 100. One end of the inclined strut 40 is hinged with the template system 100, the other end is hinged with the base 20, and the inclined strut 40 is a first telescopic rod; the hydraulic pressure bridging 30 includes a second telescopic rod 31 and a hydraulic part 32, one end of the second telescopic rod 31 is hinged to the formwork system 100, one end of the hydraulic part 32 is hinged to the base 20, and the second telescopic rod 31 and the hydraulic part 32 are movably hinged. The inclined strut 40 and the hydraulic shear strut 30 are used simultaneously, so that a better supporting effect can be provided in the process of inclining the formwork system 100, and meanwhile, the added hydraulic part 32 can provide a certain buffering effect, so that the risk of toppling over of the formwork system 100 due to too fast inclining is avoided. At the construction site, the lengths of the diagonal brace 40 and the hydraulic scissor brace 30 are adjusted simultaneously by two workers to precisely adjust the tilt angle of the formwork system 100.
In a fourth embodiment of the movable die plate assembly shown in fig. 6, the bottom end of die plate system 100 is disposed within recess 25 and is slidable within recess 25. The inclined support 70 includes a plurality of inclined struts 40, and the plurality of inclined struts 40 are fixed to different positions of the formwork system 100 and the base 20, respectively. As shown in fig. 6, first diagonal brace 46 and second diagonal brace 47 are secured to the exterior and interior sides of formwork system 100 and base 20, respectively. When the lengths of the first diagonal brace 46 and the second diagonal brace 47 are adjusted simultaneously after the building casting operation is completed, the formwork system 100 can horizontally and outwardly translate without moving the base 20, so that the formwork system is separated from the casting surface. When the first inclined strut 46 is continuously adjusted to enable the axial length of the first inclined strut 46 to be shortened faster than the length of the second inclined strut 47, the formwork system 100 can be changed from the vertical state to the inclined state and supported by the first inclined strut 46 and the second inclined strut 47 together until the inclined angle meets the storage or transportation requirement.
In a fifth embodiment of the movable formwork assembly shown in fig. 7, the bottom end of formwork system 100 is disposed in groove 25 and is slidable in groove 25, and adjustment of hydraulic scissor supports 30 and diagonal supports 40 changes the horizontal position of formwork system 100 to allow formwork system 100 to slide a distance in groove 25 to provide a horizontal displacement to disengage the formed casting. The axial lengths of hydraulic shear braces 30 and diagonal braces 40 are then continued to be shortened at different rates, tilting template system 100 until the proper stow angle is reached.
It is conceivable that, in further embodiments, the inclined support 70 may also perform horizontal adjustment and inclined support functions on the formwork system 100 only through the plurality of hydraulic scissors supports 30, and the description of specific steps may refer to the foregoing embodiments, and the description of the present embodiment is not repeated.
A construction method of a building template comprises the following steps:
(1) a movable stencil assembly is provided, the movable stencil assembly including a stencil system. Before building pouring, the configuration of a template system is carried out in a woodworking processing shed, the length and the number of the panels and the distance between the back ridges are calculated according to the size of a wall to be poured, and positioning holes are arranged on the panels. Preferably, the panel is a plywood with the thickness of 15mm, the back of the panel is a wood square back edge and a steel back edge, and the wood square back edge and the steel back edge are mutually fixed through bolts to form an integral template system; the number of rollers and inclined supports is set at the same time.
(2) Transporting the movable formwork assembly to a job site. Can hoist and mount two lugs that template system top set up with the portable template subassembly of vertical transportation through the tower crane, or promote the subaerial removal of base realization through the manual work. Modes of transport include, but are not limited to, the embodiments described above.
(3) And after the template system is in place, fixing the movable template assembly, installing a split bar and pouring concrete. The counter-pulling rod is threaded from the hole on the template system, the size and the verticality of the template are corrected, the nut is screwed, the length of the inclined support piece is adjusted to reinforce the template system, and meanwhile, the roller of the fixing base is fixed, so that the base is prevented from moving. And installing angle iron connecting sheets for the gaps between the abutted seams of the adjacent template systems. Preferably, the vertical piece of angle bar connection piece leads to long setting, and horizontal piece interval 500mm sets up one. After the formwork system is installed and reinforced, concrete pouring operation is carried out, a specially-assigned person is arranged to see the formwork, and the bolt and the supporting rod are timely reinforced when being found to be loose so as to prevent the expansion of the formwork.
(4) And after the pouring operation is finished, detaching the opposite tension rod on the template system. And after the concrete reaches the form removal strength, loosening the nut of the opposite tension rod and drawing out the opposite tension rod.
(5) The movable platen assembly is moved horizontally. The adjusting roller can move the base gradually outwards, so that the template assembly is separated from the poured wall surface and forms a certain gap.
(6) The template system is tilted and supported to receive the movable template assembly. After the template component forms the space with the wall that has pour, shorten slope support piece's length gradually for the template component can lean out and supported by slope support piece, and it is required to accomodate or transport until inclination satisfies. The tilted movable formwork assembly is then removed to a warehouse or other construction site for continued use.
Another construction method of the building template comprises the following steps:
(1) a movable stencil assembly is provided, the movable stencil assembly including a stencil system. Before building pouring, the configuration of a template system is carried out in a woodworking processing shed, the length and the number of the panels and the distance between the back ridges are calculated according to the size of a wall to be poured, and positioning holes are arranged on the panels. Preferably, the panel is a plywood with the thickness of 15mm, the back of the panel is a wood square back edge and a steel back edge, and the wood square back edge and the steel back edge are mutually fixed through bolts to form an integral template system; the number of rollers and inclined supports is set at the same time.
(2) Transporting the movable formwork assembly to a job site. Can hoist and mount two lugs that template system top set up with the portable template subassembly of vertical transportation through the tower crane, or promote the subaerial removal of base realization through the manual work. Modes of transport include, but are not limited to, the embodiments described above.
(3) And after the template system is in place, fixing the movable template assembly, installing a split bar and pouring concrete. The counter-pulling rod is threaded from the hole on the template system, the size and the verticality of the template are corrected, the nut is screwed, the length of the inclined support piece is adjusted to reinforce the template system, and meanwhile, the roller of the fixing base is fixed, so that the base is prevented from moving. And installing angle iron connecting sheets for the gaps between the abutted seams of the adjacent template systems. Preferably, the vertical piece of angle bar connection piece leads to long setting, and horizontal piece interval 500mm sets up one. After the formwork system is installed and reinforced, concrete pouring operation is carried out, a specially-assigned person is arranged to see the formwork, and the bolt and the supporting rod are timely reinforced when being found to be loose so as to prevent the expansion of the formwork.
(4) And after the pouring operation is finished, detaching the opposite tension rod on the template system. And after the concrete reaches the form removal strength, loosening the nut of the opposite tension rod and drawing out the opposite tension rod.
(5) And horizontally moving the template system on the base. The fixed rollers fix the base, and the length of the inclined support piece is gradually shortened to enable the template component to be horizontally separated from the poured wall surface.
(6) The template system is tilted and supported to receive the movable template assembly. After the template assembly and the poured wall form a gap, the length of the inclined support piece is continuously shortened, so that the template assembly is supported by the inclined support piece until the inclination angle meets the requirements of storage or transportation. The tilted movable formwork assembly is then removed to a warehouse or other construction site for continued use.
The construction method of the building template adopts the slidable base to directly move the template system, and repeated disassembly and assembly of the template are not needed, so that secondary transfer of field materials is reduced, the workload is obviously reduced, and the construction efficiency is effectively improved; meanwhile, the risk that the template may fall off in the process of dismantling is avoided, and the safety in the building construction process is improved.
Although the present invention has been disclosed in terms of the preferred embodiment, it is not intended to limit the invention, and variations and modifications may be made by one skilled in the art without departing from the spirit and scope of the invention. Therefore, any modification, equivalent change and modification of the above embodiments according to the technical essence of the present invention are within the protection scope defined by the claims of the present invention, unless the technical essence of the present invention departs from the content of the present invention.
Claims (11)
1. A movable formwork assembly comprising a formwork system (100) consisting of a panel (10) and a back edge, characterized in that it further comprises:
a base (20) supported by rollers (21), the bottom of the formwork system (100) is supported on the base (20) and can move integrally with the base (20).
2. The movable die plate assembly of claim 1, further comprising an inclined support (70) for supporting the die plate system (100), the inclined support (70) having one end fixedly connected to the die plate system (100) but rotatably adjustable and the other end fixedly connected to the base (20) but rotatably adjustable, the inclined support (70) being adjustable in length in the axial direction;
the bottom of the template system (100) is hinged with the base (20).
3. The movable die plate assembly of claim 1, further comprising an inclined support (70) for supporting the die plate system (100), the inclined support (70) having one end fixedly connected to the die plate system (100) but rotatably adjustable and the other end fixedly connected to the base (20) but rotatably adjustable, the inclined support (70) being adjustable in length in the axial direction;
the base (20) slidably supports the formwork system (100).
4. A movable formwork assembly according to claim 2 or 3, wherein the inclined support (70) comprises a plurality of braces (40), one end of the brace (40) being hinged to the formwork system (100) and the other end being hinged to the base (20), the brace (40) being a first telescopic rod.
5. A movable formwork assembly according to claim 2 or 3, wherein the inclined support (70) comprises a plurality of hydraulic shears (30), the hydraulic shears (30) comprising a second telescopic rod (31) and a hydraulic portion (32), one end of the second telescopic rod (31) being hinged to the formwork system (100), one end of the hydraulic portion (32) being hinged to the base (20), the second telescopic rod (31) and the hydraulic portion (32) being movably hinged.
6. A movable formwork assembly according to claim 2 or 3, wherein the inclined support comprises a plurality of braces (40) and a plurality of hydraulic shears (30), one end of the braces (40) being hinged to the formwork system (100) and the other end being hinged to the base (20), the braces (40) being first telescopic rods; the hydraulic pressure bridging (30) comprises a second telescopic rod (31) and a hydraulic part (32), one end of the second telescopic rod (31) is hinged to the template system (100), one end of the hydraulic part (32) is hinged to the base (20), and the second telescopic rod (31) is movably hinged to the hydraulic part (32).
7. The movable platen assembly of claim 1, wherein the base (20) is provided with a removable weight (50).
8. The movable formwork assembly as claimed in claim 1, wherein the formwork system (100) is provided with a lifting ring (2) on top.
9. The movable platen assembly of claim 2, wherein a stop pin (22) is provided on each side of the hinge point of the base (20).
10. A construction method of a building template is characterized by comprising the following steps:
providing a movable stencil assembly, the movable stencil assembly comprising a stencil system;
transporting the movable formwork assembly to a construction site;
after the template system is in place, fixing the movable template assembly, installing a split-draw rod and pouring concrete;
after the pouring operation is finished, detaching the opposite tension rods on the template system;
horizontally moving the movable platen assembly;
the template system is tilted and supported to receive the movable template assembly.
11. A construction method of a building template is characterized by comprising the following steps:
providing a movable stencil assembly, the movable stencil assembly comprising a stencil system and a base;
transporting the movable formwork assembly to a construction site;
after the template system is in place, fixing the movable template assembly, installing a split-draw rod and pouring concrete;
after the pouring operation is finished, detaching the opposite tension rods on the template system;
horizontally moving the template system on the base;
the template system is tilted and supported to receive the movable template assembly.
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| Application Number | Priority Date | Filing Date | Title |
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| CN202011499902.6A CN112609964A (en) | 2020-12-17 | 2020-12-17 | Movable formwork assembly and construction method of building formwork |
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| CN202011499902.6A CN112609964A (en) | 2020-12-17 | 2020-12-17 | Movable formwork assembly and construction method of building formwork |
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Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN114704092A (en) * | 2022-04-07 | 2022-07-05 | 中交一公局集团有限公司 | Movable large-scale side wall steel formwork support system |
| CN115492370A (en) * | 2022-10-20 | 2022-12-20 | 安徽省交通航务工程有限公司 | Construction method for improving chlorine ion corrosion protection durability of mass concrete |
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| CN115492370A (en) * | 2022-10-20 | 2022-12-20 | 安徽省交通航务工程有限公司 | Construction method for improving chlorine ion corrosion protection durability of mass concrete |
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