CN111734031B - Fast-assembling and fast-disassembling formwork system of building multi-ribbed structure and construction process thereof - Google Patents
Fast-assembling and fast-disassembling formwork system of building multi-ribbed structure and construction process thereof Download PDFInfo
- Publication number
- CN111734031B CN111734031B CN202010695481.8A CN202010695481A CN111734031B CN 111734031 B CN111734031 B CN 111734031B CN 202010695481 A CN202010695481 A CN 202010695481A CN 111734031 B CN111734031 B CN 111734031B
- Authority
- CN
- China
- Prior art keywords
- formwork
- metal
- quick
- assembling
- template
- 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.)
- Active
Links
- 238000009415 formwork Methods 0.000 title claims abstract description 214
- 238000010276 construction Methods 0.000 title claims abstract description 67
- 238000000034 method Methods 0.000 title claims abstract description 17
- 230000008569 process Effects 0.000 title claims abstract description 15
- 229910052751 metal Inorganic materials 0.000 claims abstract description 205
- 239000002184 metal Substances 0.000 claims abstract description 205
- 239000000178 monomer Substances 0.000 claims abstract description 16
- 229910000831 Steel Inorganic materials 0.000 claims abstract description 8
- 239000010959 steel Substances 0.000 claims abstract description 8
- 238000009416 shuttering Methods 0.000 claims description 27
- 239000000463 material Substances 0.000 claims description 8
- 239000004033 plastic Substances 0.000 claims description 5
- 229920003023 plastic Polymers 0.000 claims description 5
- 229910052782 aluminium Inorganic materials 0.000 claims description 3
- XAGFODPZIPBFFR-UHFFFAOYSA-N aluminium Chemical compound [Al] XAGFODPZIPBFFR-UHFFFAOYSA-N 0.000 claims description 3
- 238000001746 injection moulding Methods 0.000 claims description 3
- 238000003466 welding Methods 0.000 claims description 3
- 239000011120 plywood Substances 0.000 description 19
- 239000002023 wood Substances 0.000 description 13
- 235000017166 Bambusa arundinacea Nutrition 0.000 description 11
- 235000017491 Bambusa tulda Nutrition 0.000 description 11
- 241001330002 Bambuseae Species 0.000 description 11
- 235000015334 Phyllostachys viridis Nutrition 0.000 description 11
- 239000011425 bamboo Substances 0.000 description 11
- 230000008901 benefit Effects 0.000 description 5
- 238000010586 diagram Methods 0.000 description 3
- 238000003780 insertion Methods 0.000 description 3
- 230000037431 insertion Effects 0.000 description 3
- 239000000203 mixture Substances 0.000 description 3
- 239000002699 waste material Substances 0.000 description 3
- 238000004519 manufacturing process Methods 0.000 description 2
- 230000002093 peripheral effect Effects 0.000 description 2
- 230000003014 reinforcing effect Effects 0.000 description 2
- 229910000838 Al alloy Inorganic materials 0.000 description 1
- OKTJSMMVPCPJKN-UHFFFAOYSA-N Carbon Chemical compound [C] OKTJSMMVPCPJKN-UHFFFAOYSA-N 0.000 description 1
- 229910001294 Reinforcing steel Inorganic materials 0.000 description 1
- 230000009471 action Effects 0.000 description 1
- 229910052799 carbon Inorganic materials 0.000 description 1
- 238000009430 construction management Methods 0.000 description 1
- 238000007796 conventional method Methods 0.000 description 1
- 125000004122 cyclic group Chemical group 0.000 description 1
- 238000006073 displacement reaction Methods 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 238000004134 energy conservation Methods 0.000 description 1
- 230000007613 environmental effect Effects 0.000 description 1
- 239000011152 fibreglass Substances 0.000 description 1
- 239000004570 mortar (masonry) Substances 0.000 description 1
- -1 on one hand Substances 0.000 description 1
- 238000011084 recovery Methods 0.000 description 1
- 238000004064 recycling Methods 0.000 description 1
- 230000009467 reduction Effects 0.000 description 1
- 238000004904 shortening Methods 0.000 description 1
- 239000000243 solution Substances 0.000 description 1
- 239000002344 surface layer Substances 0.000 description 1
- 230000007704 transition Effects 0.000 description 1
Images
Classifications
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B5/00—Floors; Floor construction with regard to insulation; Connections specially adapted therefor
- E04B5/16—Load-carrying floor structures wholly or partly cast or similarly formed in situ
- E04B5/32—Floor structures wholly cast in situ with or without form units or reinforcements
- E04B5/326—Floor structures wholly cast in situ with or without form units or reinforcements with hollow filling elements
-
- 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
-
- 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
- E04G11/48—Supporting structures for shutterings or frames for floors or roofs
-
- 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
- E04G17/00—Connecting or other auxiliary members for forms, falsework structures, or shutterings
- E04G17/001—Corner fastening or connecting means for forming or stiffening elements
-
- 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
- E04G9/00—Forming or shuttering elements for general use
- E04G9/02—Forming boards or similar elements
- E04G9/06—Forming boards or similar elements the form surface being of metal
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Mechanical Engineering (AREA)
- Physics & Mathematics (AREA)
- Electromagnetism (AREA)
- Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)
Abstract
The invention relates to a fast-assembling quick-disassembling formwork system of a building multi-ribbed structure, which is characterized by comprising a formwork, a metal supporting corner block, a ground supporting upright post and a connecting piece, wherein the formwork is fixedly connected with the formwork; the long sides of the two sides of the metal template are connected with the formwork, and the short sides of the two sides of the metal template are connected with the metal supporting corner blocks; the periphery of the metal supporting corner block is connected with the metal template; a construction process of a fast-assembling quick-disassembling formwork system of a building multi-ribbed structure is characterized by comprising the following steps: s1, assembling a formwork monomer; s2, building a ground support upright post; s3, splicing the formwork monomers into a whole; s4, checking and accepting; s5, laying steel bars; s6, pouring concrete; s7, after the strength of the concrete reaches a preset degree, completely removing the formwork and the metal formwork, and circulating to the next construction section of the project for use; and S8, after the requirements of construction specifications are met, removing the ground support upright posts and the metal support corner blocks. The invention greatly improves the construction efficiency, reduces the labor intensity and shortens the construction period.
Description
Technical Field
The invention relates to a quick-mounting and quick-dismounting formwork system of a building ribbed structure and a construction process thereof, belonging to the technical field of building structures and construction processes thereof.
Background
The plastic shuttering as one new type of formwork system is widely used in building engineering in recent years, and the ribbed floor system formed with the plastic shuttering has excellent economic benefit, replacing traditional ribbed beam structure system gradually.
At present, the traditional formwork construction mode is as follows: the method comprises the steps of building a full scaffold, paving square timbers on the scaffold, paving bamboo plywood or wood plywood on the square timbers, placing a formwork on the surfaces of the bamboo plywood or the wood plank at fixed points, fixing the periphery of the formwork on the bamboo plywood or the wood plywood by constructors, laying reinforcing steel bars in the peripheral space of the formwork, pouring concrete, and disassembling the formwork after the concrete meets the standard requirements (generally over half a month). The traditional formwork construction mode has the following main disadvantages:
1. the bottom adopts traditional full hall scaffold frame as the support, causes that construction space is narrow and small, can't satisfy personnel's construction and walk about and material transport to the support time will last whole work progress and can not wholly demolish until reaching the drawing of patterns standard after, and the construction period is long, and steel pipe and connecting piece are very many, and the safety risk is big.
2. The mould shell is fixed on the plywood or the bamboo plywood, and the use of the plywood or the bamboo plywood is not environment-friendly on one hand and the waste of forest resources is serious; on the other hand, the wood plywood or the bamboo plywood has the advantages of less cycle times, low utilization rate, abandonment after demolding and dismantling, no repeated cyclic utilization, cost waste and more garbage generated on the construction site.
3. In order to prevent the horizontal displacement of the formwork under the action of the lateral pressure of concrete in the construction process, the formwork is fixed after wood ridges are paved and wood plywood or bamboo plywood is paved before pouring, so that the construction operation of the formwork is complicated, the formwork is detached after pouring forming is complex, the labor intensity is high, the construction efficiency is low, and the construction period is long.
4. The bearing capacity of the plywood or the bamboo plywood is insufficient, the deformation phenomena such as mold burst and mold expansion are frequently caused due to the limitation of the characteristics of the wood, the forming effect is poor, and the construction quality is poor.
5. In the whole construction process, the formwork, the matched plywood or the bamboo plywood can be completely dismantled after the concrete is completely cured, so that the using amount of the formwork and wood needed by a construction site is very large.
6. In order to improve the strength of the formwork and prevent the formwork from deforming under pressure after concrete is poured, the conventional method needs to arrange a main keel and a secondary keel on the formwork.
7. Concrete formed by a traditional formwork construction system has a rough surface, a surface layer cannot be directly coated after demoulding, and manual mortar trowelling treatment is needed.
Disclosure of Invention
One of the purposes of the invention is to provide a fast-assembling and fast-disassembling formwork system of a building multi-ribbed structure, compared with the traditional formwork system, the formwork system has simpler and more compact structural composition, and the assembly of all the components is more scientific and reasonable. The second purpose of the invention is to provide a construction process of a quick-assembly and quick-disassembly formwork system of a building ribbed structure, which has the obvious characteristics of labor saving, time saving, material saving, space saving, safety, high efficiency and quickness compared with the traditional process.
The technical scheme adopted by the invention is as follows:
a fast-assembling quick-release mold shell of a building ribbed structure is characterized in that the system comprises a mold shell, a metal template, a metal supporting corner block, a ground supporting upright post and necessary connecting pieces; wherein:
the formwork is provided with a bottom frame;
the metal template is a rectangular plate horizontally laid along the outer side of the bottom formwork of the formwork and provided with two long sides detachably connected with the bottom formwork of the formwork and two short sides detachably connected with the metal supporting corner blocks;
the metal supporting angle block is horizontally arranged at the angle position of the formwork and is provided with an edge side which is detachably connected with the short edge of the metal formwork;
the ground supporting upright post is of a height-adjustable structure, one end of the ground supporting upright post is vertically arranged on the ground, and the other end of the ground supporting upright post is propped against the bottom of the metal supporting corner block;
in the above components, the shuttering and the metal shuttering form the early-dismantling part of the whole shuttering system, and the metal supporting angle block and the ground supporting upright post matched with the metal supporting angle block form the supporting part of the whole shuttering system.
The shuttering is a building shuttering with high rigidity, small deformation and good earthquake resistance, preferably a plastic shuttering.
Furthermore, in order to improve the overall strength and the deformation resistance of the formwork, a metal frame is matched on the bottom frame of the formwork, and the metal formwork is detachably connected with the formwork through the metal frame. The metal frame is an integral frame structure formed by integral forming or tailor welding and is provided with a formwork connecting side and a metal template connecting side, the formwork connecting side is fixedly connected with the periphery of a bottom frame of the formwork, and the metal template connecting side is detachably connected with the metal template;
the connecting side of the metal frame is fixed on the bottom frame of the formwork through a connecting piece.
The connecting side of the metal frame is coated and molded on the bottom frame of the formwork in an injection molding mode.
The metal formwork connecting side of the metal frame is provided with a hole, the long edges of the two sides of the metal formwork corresponding to the metal frame are provided with holes, and the two holes are connected through a pin, so that the long edges of the two sides of the metal formwork can be detachably connected to the periphery of the metal frame.
The metal supporting angle block is provided with holes on the periphery, the short sides of the two sides of the metal template corresponding to the metal supporting angle block are provided with holes, and the two holes are connected through pins, so that the short sides of the two sides of the metal template can be detachably connected to the periphery of the metal supporting angle block.
The metal template is an aluminum template and a steel template which are made of single materials, or a combined material template with a metal frame.
The bottom of the metal supporting angle block is provided with a connecting sleeve for realizing the rapid assembly and the insertion between the metal supporting angle block and the ground supporting upright post.
The size of the shuttering should not exceed 1.2 x 1.2 m at most.
A construction process of a fast-assembling and fast-disassembling formwork system of a building multi-ribbed structure is characterized by comprising the following process steps:
s1, selectively assembling the formwork, the metal formwork and the metal supporting angle block into different formwork monomers for standby;
s2, building a ground support upright post at a fixed point according to the requirements of construction drawings;
s3, hoisting and installing the pre-installed formwork monomers to the upper part of the ground support upright post in an aligned manner, and splicing the adjacent formwork monomers into a whole through a connecting piece;
s4, checking and accepting the whole formwork system;
s5, laying steel bars;
s6, pouring concrete;
s7, after the strength of the concrete reaches a preset degree, completely removing the formwork and the metal formwork, and then circularly using the formwork and the metal formwork for the assembly construction of another construction section of the current project;
and S8, after the requirements of construction specifications are met, removing the ground support upright posts and the metal support corner blocks.
The quick-assembly quick-release formwork shell of the building ribbed structure adopts the combination of the metal formwork and the formwork, and adopts the modular design to subvert the traditional formwork construction mode, thereby greatly improving the construction efficiency, reducing the labor intensity and shortening the construction period. The whole formwork system is formed by assembling a formwork, a metal formwork, metal supporting corner blocks and ground supporting stand columns, the metal formwork replaces traditional wood ridges, wood splints or bamboo plywood, on one hand, waste of forest resources is avoided, laying time and labor cost of the wood splints (bamboo plywood) are saved, on the other hand, most parts can be quickly dismantled within a short time after concrete pouring, and the dismantled parts are immediately recycled for assembly construction of another construction section of the current engineering, so that within the same construction time, the recycling rate of the formwork and the metal formwork is improved, and the maximization of the construction efficiency is achieved. The supporting system formed by the metal supporting angle blocks and the ground supporting stand columns greatly reduces the number of pipe fittings while meeting the construction bearing capacity, and effectively saves construction space, so that the walking and material conveying requirements of construction personnel can be met, and the construction safety can be further guaranteed. The formwork can completely replace a main keel and a secondary keel which are arranged in the traditional formwork through the integral splicing mode of the metal frame and the peripheral metal template, and further the stability and the deformation resistance of the whole formwork shell are ensured. In addition, each component of the invention is a prefabricated product processed in factories, has diversified assembly forms, can be assembled according to actual construction requirements, can be directly assembled after being transported to a construction site for construction, not only can shorten the construction time, but also can greatly promote the safe production and civilized production of the construction site.
Drawings
FIG. 1: shuttering structure sketch map (without metal frame)
FIG. 2: a schematic form structure (with a metal frame);
FIG. 3: a schematic structural diagram of a formwork monomer of the first embodiment;
FIG. 4: the formwork monomer structure of the second embodiment is shown schematically;
FIG. 5: the formwork monomer structure of the fourth embodiment is shown schematically;
FIG. 6: the structure schematic diagram of the spliced formwork system;
FIG. 7: the structure schematic diagram of the metal supporting corner block;
in the figure, the device comprises a formwork 1, a formwork 2, a metal frame 3, a metal formwork 4, a metal supporting corner block 5 and a connecting sleeve.
Detailed Description
The technical solutions in the embodiments of the present invention will be clearly and completely described below with reference to the drawings in the embodiments of the present invention, and it is obvious that the described embodiments are only a part of the embodiments of the present invention, and not all of the embodiments.
Example one
A fast-assembling quick-release formwork system of a building ribbed structure refers to fig. 1 and 3, and comprises a formwork 1, a metal template 3, a metal supporting corner block 4, a ground supporting upright post and necessary connecting pieces; the assembly structure between above parts does: the metal formwork 3 is horizontally arranged on the periphery of the formwork 1, the metal supporting corner blocks 4 are horizontally arranged at the corner positions of the formwork 1, the periphery of each metal supporting corner block 4 is connected with the metal formwork 3, the ground supporting upright post is of a height-adjustable structure, one end of each ground supporting upright post is vertically arranged on the ground, and the other end of each ground supporting upright post is supported against the bottom of the metal supporting corner block.
The concrete structures and the connection modes of the formwork 1, the metal formwork 3, the metal supporting corner block 4 and the ground supporting upright post are specifically described below.
The shuttering 1 in this embodiment is a glass fiber reinforced plastic shuttering with a size of 1 m × 1 m, and has a conventional structure of a building shuttering, a main body of the shuttering is a hollow and bottomless trapezoidal box body, and includes a top board and side boards transitionally connected to the periphery of the top board, the inner walls of the top board and the side boards are provided with reinforcing ribs, and the bottom of the side boards is formed as a bottom frame.
The metal formwork 3 in this embodiment is an aluminum formwork of a rectangular structure, and includes an upper surface for placing concrete, two long sides for connecting with the formwork bottom frame, and two short sides for connecting with the metal supporting corner blocks. Since the formwork is configured to be 1 m × 1 m in size, the long side of the metal formwork 3 of this embodiment is also configured to be 1 m in order to be suitable for the formwork.
The size of the metal supporting corner block 4 is matched with the size of the short side of the metal formwork 3, and the structure of the metal supporting corner block comprises an upper surface used for pouring concrete and a circumferential side used for being connected with the metal formwork. In order to facilitate the rapid assembly and insertion between the metal supporting angle block and the ground supporting upright column, the bottom of the metal supporting angle block 4 of the embodiment is provided with a connecting sleeve 5.
The connecting structure between the formwork 1 and the metal formwork 3 is as follows: a plurality of through holes are uniformly formed in the periphery of a bottom frame of the formwork 1, corresponding through holes are correspondingly formed in two long side edges of the metal formwork 3, appropriate connecting point positions are selected, and the two opposite holes are connected through movable pins in a pin joint mode, so that detachable connection between the formwork 1 and the metal formwork 3 is achieved.
The connecting structure between the metal supporting corner block 4 and the metal template 3 is as follows: a plurality of through holes are uniformly formed in the circumferential side of the metal supporting corner block 4, corresponding through holes are correspondingly formed in the two short sides of the metal template 3, and the two opposite through holes are connected together in a pin joint mode through movable pins, so that detachable connection between the metal supporting corner block 4 and the metal template 3 is achieved.
It should be understood that there are many conventional options for those skilled in the art for the detachable connection between the formwork 1 and the metal formwork 3 and between the metal formwork 3 and the metal supporting corner block 4, and only one of them is illustrated in this embodiment, and the description of the other equivalent connection is omitted.
In the above composition of the present embodiment, the formwork 1 and the metal formwork 3 constitute an early-dismantling part of the whole formwork system, and the early-dismantling part can be dismantled into the next construction section after the concrete is cured to reach a predetermined strength; the metal supporting angle blocks 4 and the ground supporting columns adapted to them constitute the supporting part of the whole formwork system, which needs to be removable after the whole construction cycle.
The embodiment discloses a pre-assembled formwork single structure, the single structure comprises a formwork 1, two metal formworks 3 and a metal supporting corner block 4, the two metal formworks 3 are respectively and detachably mounted on two adjacent sides of the formwork 1, and the metal supporting corner block 4 is detachably mounted on a corner joint between the two metal formworks 3.
Example two
A fast-assembling quick detach formwork system of building close rib structure, refer to fig. 2, 4, 6, 7, including formwork 1, metal frame 2, metal formwork 3, metal support angle block 4, ground support pillar and necessary connecting piece; the assembly structure between above parts does: the metal frame 2 is fixed on the bottom frame of the formwork 1, the metal formwork 3 is horizontally arranged on the periphery of the metal frame 2, the metal supporting corner blocks 4 are horizontally arranged at the corner positions of the formwork 1, the periphery of the metal supporting corner blocks 4 is connected with the metal formwork 3, the ground supporting upright post is of a height-adjustable structure, one end of the ground supporting upright post is vertically arranged on the ground, and the other end of the ground supporting upright post is propped against the bottom of the metal supporting corner blocks.
The concrete structures and the connection modes of the formwork 1, the metal frame 2, the metal formwork 3, the metal supporting corner block 4 and the ground supporting upright post will be described in detail below.
The formwork 1 in this embodiment is a plastic formwork, and the structure thereof is a conventional structure of a building formwork, the main body of the formwork is a hollow and bottomless trapezoidal box body, the formwork comprises a top plate and side plates connected to the periphery of the top plate in a transition manner, reinforcing ribs are arranged on the inner walls of the top plate and the side plates, and the bottom of each side plate is formed into a bottom frame.
The metal frame 2 in this embodiment is an integrally formed integral frame structure, and has a formwork connecting side and a metal formwork connecting side, the formwork connecting side is fixedly connected with the periphery of the bottom frame of the formwork, and the metal formwork connecting side is detachably connected with the metal formwork. The metal frame 2 is used to improve the strength and deformation resistance of the whole formwork 1.
The metal formwork 3 is a steel formwork with a rectangular structure and comprises an upper surface used for pouring concrete, two long side edges used for being connected with the formwork bottom frame, and two short side edges used for being connected with the metal supporting corner blocks.
The size of the metal supporting corner block 4 is matched with the size of the short side of the metal formwork 3, and the structure of the metal supporting corner block comprises an upper surface used for pouring concrete and a circumferential side used for being connected with the metal formwork. In order to facilitate the rapid assembly and insertion between the metal supporting angle block and the ground supporting upright column, the bottom of the metal supporting angle block 4 of the embodiment is provided with a connecting sleeve 5.
The connecting structure between the formwork 1 and the metal frame 2 is as follows: a plurality of through holes are uniformly arranged on the periphery of the bottom frame of the mould shell 1, a plurality of through holes are correspondingly arranged on the mould shell connecting side of the metal frame 2, and the metal frame 2 is fixed on the mould shell 1 through movable pins.
The connecting structure between the metal frame 2 and the metal template 3 is as follows: a plurality of through holes are uniformly formed in the metal template connecting side of the metal frame 2, corresponding through holes are correspondingly formed in the two long side sides of the metal template 3, a proper connecting point position is selected, and the two opposite holes are connected through movable pins in a pin joint mode, so that detachable connection between the metal frame 2 and the metal template 3 is achieved.
The connecting structure between the metal supporting corner block 4 and the metal template 3 is as follows: a plurality of through holes are uniformly formed in the circumferential side of the metal supporting corner block 4, corresponding through holes are correspondingly formed in the two short sides of the metal template 3, and the two opposite through holes are connected together in a pin joint mode through movable pins, so that detachable connection between the metal supporting corner block 4 and the metal template 3 is achieved.
It should be understood that, for those skilled in the art, there are other options for the detachable connection between the metal frame 2 and the formwork 1, between the metal formwork 3 and the metal frame 2, and between the metal formwork 3 and the metal supporting corner block 4, and only one of these is illustrated in the present embodiment, and no description is given to other equivalent connection manners.
In the above composition of the present embodiment, the formwork 1 with the metal frame 2 and the metal formwork 3 form an early-dismantling part of the whole formwork system, and the early-dismantling part can be dismantled into the next construction section after the concrete is cured to reach a predetermined strength; the metal supporting angle blocks 4 and the ground supporting columns adapted to them constitute the supporting part of the whole formwork system, which needs to be removable after the whole construction cycle.
The embodiment discloses a preassembled formwork single structure, which comprises a formwork 1 and a metal frame 2 fixed on a bottom frame of the formwork 1, wherein two metal formworks 3 are respectively and detachably mounted on two adjacent sides of the formwork 1, and a metal supporting corner block 4 is detachably mounted at an angular position between the two metal formworks 3.
EXAMPLE III
The difference between the present embodiment and the second embodiment is that,
the metal frame 2 is an integral frame formed by tailor welding, and the connecting side of the formwork is coated and molded on the bottom frame of the formwork 1 in an injection molding mode.
The metal template 3 is a combined material template with a metal frame.
Example four
The embodiment discloses another pre-assembled formwork monomer structure, and referring to fig. 5, the monomer structure comprises a formwork 1, a metal frame 2, four metal formworks 3 and four metal supporting corner blocks 4; the metal frame 2 is fixed on the bottom frame of the formwork 1, the four metal templates 3 are correspondingly arranged around the formwork 1, and the four metal supporting angle blocks 4 are respectively arranged at the angle positions around the formwork 1.
EXAMPLE five
A construction process of a fast-assembling quick-disassembling formwork system based on the building ribbed structure comprises the following specific steps:
s1, selectively assembling the formwork, the metal formwork and the metal supporting angle block into different formwork monomers for standby;
s2, building a ground support upright post at a fixed point according to the requirements of construction drawings;
s3, hoisting and installing the pre-installed formwork monomers to the upper part of the ground support upright post in an aligned manner, and splicing the adjacent formwork monomers into a whole through a connecting piece;
s4, checking and accepting the whole formwork system;
s5, laying steel bars;
s6, pouring concrete;
s7, after the strength of the concrete reaches a preset degree, completely removing the formwork and the surrounding metal formworks, reserving metal supporting angle blocks and ground supporting upright columns at the angle positions, and circulating the removed formwork and the surrounding metal formworks to the next construction section of the current project for use;
and S8, after meeting the specification requirement, dismantling the metal supporting corner block and the ground supporting upright post.
Compared with the traditional formwork system and construction process, the fast-assembling and fast-disassembling formwork system of the building multi-ribbed structure and the construction process thereof have the advantages and characteristics that:
first, the technical index is advanced
1. The stability is good, the bearing capacity is high, and the bearing capacity can reach 60 KN/square meter;
2. the concrete pouring quality is good, and the indexes of the flatness and the verticality are obviously higher than those of a wood template;
3. the construction efficiency is high, and the time for assembling and disassembling the template is superior to that of a wood template;
4. the floor is integrally formed by one-time pouring, the surface is smooth and clean, and the plastering-free level can be completely achieved.
Secondly, the economic benefit is outstanding
1. The product can be repeatedly used for more than 200 times, and the use cost is low;
2. the construction efficiency is high, the construction period is short, and the time cost is saved;
3. mechanical hoisting is basically not needed, the construction site is clean and tidy, and the civilized construction management cost is low;
4. the recovery value is high, and the residual value of the metal template is as high as about 80 percent of the purchase price.
Thirdly, the social benefit is remarkable
1. Energy conservation and environmental protection, low carbon and emission reduction, and is a model of circular economy;
2. the construction is civilized, and secondary pollution on the construction site is avoided;
3. obviously reduce the construction strength and protect workers.
The invention relates to a quick-assembly and quick-disassembly formwork system of a building ribbed structure and a construction process thereof, which construct a flexible, quick and safe customized modular assembly system and are supposed to accord with the technical specification of combined aluminum alloy formwork engineering (JGJ 386-2016 docket number J2201-2016) issued by the Ministry of housing and urban and rural construction in 6 and 6 days in 2016 and implemented in 1 and 12 months in 2016.
While the invention has been described with reference to a preferred embodiment, it will be understood by those skilled in the art that various changes in form and details may be made therein without departing from the spirit and scope of the invention.
Claims (10)
1. A fast-assembling quick-release formwork system of a building ribbed structure is characterized in that the system comprises a formwork, a metal supporting corner block, a ground supporting upright post and necessary connecting pieces; wherein:
the formwork is provided with a bottom frame;
the metal template is a rectangular plate horizontally laid along the outer side of the bottom formwork of the formwork and provided with two long sides detachably connected with the bottom formwork of the formwork and two short sides detachably connected with the metal supporting corner blocks;
the metal supporting angle block is horizontally arranged at the angle position of the formwork and is provided with an edge side which is detachably connected with the short edge of the metal formwork;
the ground supporting upright post is of a height-adjustable structure, one end of the ground supporting upright post is vertically arranged on the ground, and the other end of the ground supporting upright post is propped against the bottom of the metal supporting corner block;
in the above components, the shuttering and the metal shuttering form the early-dismantling part of the whole shuttering system, and the metal supporting angle block and the ground supporting upright post matched with the metal supporting angle block form the supporting part of the whole shuttering system.
2. The system of claim 1, wherein the quick-assembling and quick-disassembling shuttering system for multi-ribbed building structure,
the formwork is made of plastic.
3. The fast-assembling quick-disassembling formwork system for building multi-ribbed structure of claim 1 or 2,
the bottom frame of the formwork is matched with a metal frame, and the metal template is detachably connected with the formwork through the metal frame; the metal frame is an integral frame structure formed by integral forming or tailor welding and is provided with a formwork connecting side and a metal template connecting side, the formwork connecting side is fixedly connected with the periphery of a bottom frame of the formwork, and the metal template connecting side is detachably connected with the metal template.
4. The system of claim 3, wherein the quick-assembling and quick-disassembling shuttering system for multi-ribbed building structure,
the connecting side of the metal frame is fixed on the bottom frame of the formwork through a connecting piece; or,
the connecting side of the metal frame is coated and molded on the bottom frame of the formwork in an injection molding mode.
5. The system of claim 3, wherein the quick-assembling and quick-disassembling shuttering system for multi-ribbed building structure,
the metal formwork connecting side of the metal frame is provided with a hole, the long edges of the two sides of the metal formwork corresponding to the metal frame are provided with holes, and the two holes are connected through a pin, so that the long edges of the two sides of the metal formwork can be detachably connected to the periphery of the metal frame.
6. The system of claim 1, wherein the quick-assembling and quick-disassembling shuttering system for multi-ribbed building structure,
the metal supporting angle block is provided with holes on the periphery, the short sides of the two sides of the metal template corresponding to the metal supporting angle block are provided with holes, and the two holes are connected through pins, so that the short sides of the two sides of the metal template can be detachably connected to the periphery of the metal supporting angle block.
7. The system of claim 1, wherein the quick-assembling and quick-disassembling shuttering system for multi-ribbed building structure,
the metal template is an aluminum template and a steel template which are made of single materials, or a combined material template with a metal frame.
8. The system of claim 1, wherein the quick-assembling and quick-disassembling shuttering system for multi-ribbed building structure,
the size of the formwork is not more than 1.2 multiplied by 1.2 meters.
9. The system of claim 1, wherein the quick-assembling and quick-disassembling shuttering system for multi-ribbed building structure,
the bottom of the metal supporting angle block is provided with a connecting sleeve for realizing rapid assembly and splicing with the ground supporting upright post.
10. A process for constructing a quick-assembling and quick-disassembling shuttering system for multi-ribbed structures of buildings according to any one of claims 1 to 9, which comprises the following steps:
s1, selectively assembling the formwork, the metal formwork and the metal supporting angle block into different formwork monomers for standby;
s2, building a ground support upright post at a fixed point according to the requirements of construction drawings;
s3, hoisting and installing the pre-installed formwork monomers to the upper part of the ground support upright post in an aligned manner, and splicing the adjacent formwork monomers into a whole through a connecting piece;
s4, checking and accepting the whole formwork system;
s5, laying steel bars;
s6, pouring concrete;
s7, after the strength of the concrete reaches a preset degree, completely removing the formwork and the metal formwork, and then circularly using the formwork and the metal formwork for the assembly construction of another construction section of the current project;
and S8, after the requirements of construction specifications are met, removing the ground support upright posts and the metal support corner blocks.
Priority Applications (2)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202010695481.8A CN111734031B (en) | 2020-07-20 | 2020-07-20 | Fast-assembling and fast-disassembling formwork system of building multi-ribbed structure and construction process thereof |
| PCT/CN2021/083749 WO2022016899A1 (en) | 2020-07-20 | 2021-03-30 | Quick-assembly and quick-disassembly formwork system of building ribbed structure, and construction process therefor |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202010695481.8A CN111734031B (en) | 2020-07-20 | 2020-07-20 | Fast-assembling and fast-disassembling formwork system of building multi-ribbed structure and construction process thereof |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN111734031A CN111734031A (en) | 2020-10-02 |
| CN111734031B true CN111734031B (en) | 2020-11-27 |
Family
ID=72654950
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202010695481.8A Active CN111734031B (en) | 2020-07-20 | 2020-07-20 | Fast-assembling and fast-disassembling formwork system of building multi-ribbed structure and construction process thereof |
Country Status (2)
| Country | Link |
|---|---|
| CN (1) | CN111734031B (en) |
| WO (1) | WO2022016899A1 (en) |
Families Citing this family (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111734031B (en) * | 2020-07-20 | 2020-11-27 | 烟台众诚新型建材科技有限公司 | Fast-assembling and fast-disassembling formwork system of building multi-ribbed structure and construction process thereof |
| CN213449069U (en) * | 2020-10-09 | 2021-06-15 | 刘金辉 | Hollow mould shell for multi-ribbed beam |
| WO2022073258A1 (en) * | 2020-10-09 | 2022-04-14 | 王修江 | Hollow formwork for use in construction |
| CN213418182U (en) * | 2020-10-09 | 2021-06-11 | 王修江 | Combined template for multi-ribbed beam |
| CN213449070U (en) * | 2020-10-09 | 2021-06-15 | 刘金辉 | Turnover formwork for multi-ribbed beam |
| CN114319846A (en) * | 2021-12-22 | 2022-04-12 | 刘金辉 | High-precision assembled combined template for multi-ribbed floor and mounting process thereof |
| CN115110755A (en) * | 2022-06-23 | 2022-09-27 | 贵阳市政建设有限责任公司 | Modular standardized easy-to-detach building plastic formwork and machining device thereof |
Family Cites Families (10)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP4204603B2 (en) * | 2002-09-02 | 2009-01-07 | 有限会社マイコンサルタント | Construction method of concrete structure |
| CN201027384Y (en) * | 2006-12-25 | 2008-02-27 | 欧阳文皇 | Shuttering for cast-in-situ reinforced concrete multi-ribbed building cover |
| CN201391036Y (en) * | 2009-04-10 | 2010-01-27 | 张辉 | Forming template for one-step cast-in-place ribbed floors |
| JP2012219430A (en) * | 2011-04-04 | 2012-11-12 | Form Work Japan Co Ltd | Slab unit mold form and form removal method of the same |
| CN103015707A (en) * | 2012-12-10 | 2013-04-03 | 黑龙江省建设集团有限公司 | Reinforced concrete rib type beam floor early-dismantling template device and construction method |
| CN103669833A (en) * | 2013-12-29 | 2014-03-26 | 中国建筑第七工程局有限公司 | Formwork early-dismantling system |
| CN105544969B (en) * | 2016-01-18 | 2017-08-18 | 青岛建安建设集团有限公司 | Formwork bar paving construction method, combined type partition formwork and formwork quick disconnecting joint |
| CO2016005799A1 (en) * | 2016-12-26 | 2018-07-10 | Carrascal Domingo De Guzman Claro | Formaleta mechanism |
| CN109403624A (en) * | 2018-12-21 | 2019-03-01 | 淄博和阳工贸有限公司 | Waffle beam superstructure gang form |
| CN111734031B (en) * | 2020-07-20 | 2020-11-27 | 烟台众诚新型建材科技有限公司 | Fast-assembling and fast-disassembling formwork system of building multi-ribbed structure and construction process thereof |
-
2020
- 2020-07-20 CN CN202010695481.8A patent/CN111734031B/en active Active
-
2021
- 2021-03-30 WO PCT/CN2021/083749 patent/WO2022016899A1/en active Application Filing
Also Published As
| Publication number | Publication date |
|---|---|
| CN111734031A (en) | 2020-10-02 |
| WO2022016899A1 (en) | 2022-01-27 |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN111734031B (en) | Fast-assembling and fast-disassembling formwork system of building multi-ribbed structure and construction process thereof | |
| CN208072950U (en) | A kind of combination set shaped steel formwork | |
| CN110206144B (en) | Construction method of steel reinforced column beam column joint | |
| CN110273539A (en) | A kind of combination set shaped steel formwork and its modeling method | |
| CN211622587U (en) | Square-wood combined structure of aluminum alloy template of non-standard layer of high-rise building | |
| CN109203221A (en) | Method for prefabricating pipe joints of pipe gallery | |
| CN113293694B (en) | Turnover formwork frame structure for efficient pier body construction and construction process | |
| CN204531338U (en) | The builder's jack assembly of ground construction can be shifted to an earlier date | |
| CN107460889A (en) | Integral movable support formwork in underground comprehensive pipe gallery construction and construction method thereof | |
| CN112502714A (en) | Assembled shaft barrel structure and design and construction method | |
| CN109778911B (en) | Underground pipe gallery composite plastic formwork assembling and disassembling construction method | |
| CN204081478U (en) | A kind of Novel steel structure cast-in-situ floor formwork erecting structure | |
| CN106593079A (en) | Finished product assembly type solid enclosing wall | |
| CN101148910A (en) | Reinforced composite dismounting-free die building construction method | |
| CN215926713U (en) | Handing-over position template piece, pin-connected panel template structure and system that are used for close rib structure floor | |
| CN111075101A (en) | BM interlocking building block U-shaped block lintel, ring beam and horizontal tie beam and construction method thereof | |
| CN209082555U (en) | A kind of prefabricated piping lane machinery and Combined hydraulic type, which are integrally pacified, tears steel form open | |
| CN215889453U (en) | Temporary support for two sides of post-cast strip of building floor | |
| CN105804396A (en) | Precast stair flight manufactured by non-established and circularly-used template system and construction method | |
| CN207144641U (en) | Assembling type enclosing shield | |
| CN211775760U (en) | Tool type reinforcing template for joint of assembled main beam and secondary beam | |
| CN114541809A (en) | Supporting system for building structure pouring and construction process | |
| CN214245382U (en) | Stainless steel-wood combined template applied to bare concrete | |
| CN212428077U (en) | Stair step template construction structures | |
| CN114412168A (en) | Construction method of post-cast strip for supporting and settling reinforced concrete column |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| PB01 | Publication | ||
| PB01 | Publication | ||
| SE01 | Entry into force of request for substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| GR01 | Patent grant | ||
| GR01 | Patent grant |