CN114704080A - Aluminum template and PC (polycarbonate) component combined mold hanging system and construction method - Google Patents
Aluminum template and PC (polycarbonate) component combined mold hanging system and construction method Download PDFInfo
- Publication number
- CN114704080A CN114704080A CN202210463050.8A CN202210463050A CN114704080A CN 114704080 A CN114704080 A CN 114704080A CN 202210463050 A CN202210463050 A CN 202210463050A CN 114704080 A CN114704080 A CN 114704080A
- Authority
- CN
- China
- Prior art keywords
- fastening nut
- keel
- template
- top surface
- cover 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.)
- Pending
Links
Images
Classifications
-
- 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
- E04G13/00—Falsework, forms, or shutterings for particular parts of buildings, e.g. stairs, steps, cornices, balconies foundations, sills
-
- 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
- E04B5/36—Floor structures wholly cast in situ with or without form units or reinforcements with form units as part of the floor
-
- 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
-
- 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
- E04G17/00—Connecting or other auxiliary members for forms, falsework structures, or shutterings
- E04G17/06—Tying means; Spacers ; Devices for extracting or inserting wall ties
- E04G17/065—Tying means, the tensional elements of which are threaded to enable their fastening or tensioning
- E04G17/0651—One-piece elements
- E04G17/0654—One-piece elements remaining completely or partially embedded in the cast material
-
- 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
- E04G21/00—Preparing, conveying, or working-up building materials or building elements in situ; Other devices or measures for constructional work
- E04G21/02—Conveying or working-up concrete or similar masses able to be heaped or cast
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 discloses a mold hanging system combining an aluminum template and a PC (personal computer) component and a construction method, wherein the mold hanging system comprises a cover plate, the bottom surface of the cover plate is connected with the top surface of a cushion block, the bottom surface of the cushion block is contacted with the top surface of a prefabricated composite slab, the bottom surface of the prefabricated composite slab is contacted with the top surface of a wood template, the bottom surface of the wood template is connected with the top surface of a keel, the lower end of the keel is sleeved with a steel collet, the middle part of the steel collet is connected with the middle part of the cover plate through a screw rod, and the screw rod is sleeved with a top fastening nut and a bottom fastening nut. The formwork lifting system and the construction method can solve the problems that a large number of aluminum formworks and supports are needed to be used and are renovated when the traditional aluminum formworks are combined with PC prefabricated parts, and the manual transportation cost is high, so that the purposes of repeated turnover use without renovation can be achieved, the installation and erection system is independent, independent and rapid installation can be achieved, manpower and material resources can be saved, the bottom of the formwork lifting can be free of support, the overall economy is saved, the environment is protected, the construction efficiency is high, and the purpose of good forming effect is achieved.
Description
Technical Field
The invention relates to the technical field of building construction, in particular to a formwork hanging system combining an aluminum formwork and a PC (personal computer) component and a construction method.
Background
Traditional aluminium template combines support system with PC prefabricated component, through establishing wall body aluminum alloy template earlier, later establish the slab band aluminum alloy template and lay according to certain modulus with the special support of aluminum alloy, the slab band forms a whole with aluminum alloy roof fagging and wall body template connection, and the slab band lower part needs to set up the support, and the formwork support renovates the expense higher. And some enterprises use the mold hanging process, but the problems of instable installation, easy curing of the mold in the top concrete construction and the like exist.
Disclosure of Invention
In view of the above technical problems in the related art, the present invention provides a mold hanging system and a construction method for combining an aluminum mold plate and a PC member, which can overcome the above disadvantages in the prior art.
In order to achieve the technical purpose, the technical scheme of the invention is realized as follows:
the utility model provides a hang mould system that aluminium mould board and PC component combined, its characterized in that, includes the apron, the bottom surface of apron is connected with the top surface of cushion, the bottom surface of cushion and the top surface contact of prefabricated superimposed sheet, the bottom surface of prefabricated superimposed sheet and the top surface contact of plank sheathing, the middle part of plank sheathing is equipped with the through-hole, the bottom surface of plank sheathing is connected with the top surface of fossil fragments, the lower pot head of fossil fragments is equipped with the steel collet, the middle part of steel collet pass through the screw rod with the middle part of apron is connected, the upper end cover of screw rod is equipped with top fastening nut, the lower pot head of screw rod is equipped with bottom fastening nut.
Furthermore, the number of the screw rods is two, and the steel bottom support is connected with the cover plate through the two screw rods respectively.
The construction method of the mold hanging system combining the aluminum template and the PC component is characterized by comprising the following steps:
s1, designing a construction system combining an aluminum template and a PC component according to a construction drawing, installing and reinforcing a structural wall template, installing an independent support and an aluminum beam according to the construction drawing of a prefabricated component, transporting a prefabricated composite slab, and adjusting the position height;
s2, sequentially installing a bottom fastening nut, a steel bottom support, a keel and a wood template at the lower end of the screw, wherein the keel and the wood template are processed into a whole in advance, and the bottom fastening nut, the steel bottom support, the keel and the wood template are called as a lower structure;
s3, adjusting the positions of the cushion blocks;
s4, after the lower structure is conveyed to the lower part of the prefabricated composite slab through the slab band gap, the cover plate and the top fastening nut are sequentially installed at the upper end of the screw rod, the positions of all the parts are adjusted, and the bottom die fastening nut and the top fastening nut are fastened;
s5, pouring partial concrete on the wall and the PC top cast-in-place, curing the concrete, and removing the top fastening nut, the cover plate, the bottom fastening nut, the keel and the wood template after the concrete reaches the form removal strength;
s6, cutting off the part of the screw protruding out of the concrete by a cutter, performing anti-rust treatment on the cutting surface of the screw, and continuously transferring the part removed by the mould hanging system to the next floor or project for recycling.
The invention has the beneficial effects that: the mould hanging system and the construction method for combining the aluminum mould plate and the PC component can solve the problems that a large number of aluminum mould plates and supports are needed to be combined with the traditional aluminum mould plate and the PC prefabricated component, the renovation is needed, and the manual transportation cost is high, so that the purposes of repeated turnover use without renovation, independent installation and erection systems, manpower and material resources saving by independent and rapid installation, support-free bottom of the mould hanging, overall economy, saving, environmental protection, high construction efficiency and good forming effect are achieved.
Drawings
In order to more clearly illustrate the embodiments of the present invention or the technical solutions in the prior art, the drawings needed in the embodiments will be briefly described below, and it is obvious that the drawings in the following description are only some embodiments of the present invention, and it is obvious for those skilled in the art to obtain other drawings without creative efforts.
FIG. 1 is a schematic structural diagram of a first embodiment of a mold hanging system for combining an aluminum mold plate with a PC component according to an embodiment of the invention;
FIG. 2 is a schematic structural diagram of a second embodiment of a mold hanging system for combining an aluminum mold plate with a PC component according to an embodiment of the present invention;
in the figure: 1. prefabricated superimposed sheet, 2, screw rod, 3, steel collet, 4, bottom fastening nut, 5, fossil fragments, 6, cushion, 7, plank sheathing, 8, apron, 9, top fastening nut.
Detailed Description
The technical solutions in the embodiments of the present invention will be clearly and completely described below, and it is obvious that the described embodiments are only a part of the embodiments of the present invention, and not all embodiments. All other embodiments that can be derived by one of ordinary skill in the art from the embodiments given herein are intended to be within the scope of the present invention.
As shown in fig. 1, the mold hanging system combining an aluminum mold plate and a PC component according to an embodiment of the present invention is characterized by comprising a cover plate 8, wherein a bottom surface of the cover plate 8 is connected to a top surface of a cushion block 6, a bottom surface of the cushion block 6 is in contact with a top surface of a prefabricated composite slab 1, a bottom surface of the prefabricated composite slab 1 is in contact with a top surface of a wood mold plate 7, a through hole is formed in the middle of the wood mold plate 7, the bottom surface of the wood mold plate 7 is connected to a top surface of a keel 5, the keel 5 is a square wood, a steel wood keel or an aluminum beam, a steel shoe 3 is sleeved at a lower end of the keel 5, the middle of the steel shoe 3 is connected to the middle of the cover plate 8 through a screw 2, the shoe 3 and the cover plate 8 are preferably made of steel or aluminum, a top fastening nut 9 is sleeved at an upper end of the screw 2, and a bottom fastening nut 4 is sleeved at a lower end of the screw 2.
As shown in fig. 2, the number of the screws 2 is two, and the steel bottom support 3 is connected with the cover plate 8 through the two screws 2, so that the structure is more stable.
The construction method of the mold hanging system combining the aluminum template and the PC component is characterized by comprising the following steps:
s1, designing a construction system combining an aluminum template and a PC component according to a construction drawing, installing and reinforcing a structural wall template, installing an independent support and an aluminum beam according to the construction drawing of a prefabricated component, transporting the prefabricated composite slab 1, and adjusting the position height;
s2, sequentially installing a bottom fastening nut 4, a steel bottom support 3, a keel 5 and a wood template 7 at the lower end of the screw rod 2, wherein the keel 5 and the wood template 7 are processed into a whole in advance, and the bottom fastening nut 4, the steel bottom support 3, the keel 5 and the wood template 7 are called as a lower structure;
s3, adjusting the position of a cushion block 6, wherein the cushion block 6 is used in the field for constructing the thickness of the concrete floor;
s4, after the lower structure is conveyed to the lower part of the prefabricated composite slab 1 through the slab band gap, the cover plate 8 and the top fastening nut 9 are sequentially installed at the upper end of the screw rod 2, the positions of all the parts are adjusted, and the bottom die fastening nut 4 and the top fastening nut 9 are fastened;
s5, casting partial concrete on the wall and the cast-in-place part of the PC top, curing the concrete, and removing the top fastening nut 9, the cover plate 8, the bottom fastening nut 4, the keel 5 and the wood formwork 7 after the concrete reaches the form removal strength;
s6, cutting off the part of the screw rod 2 protruding out of the concrete by a cutting machine, performing anti-rust treatment on the cutting surface of the screw rod 2, and continuously transferring the part of the mould hanging system which is removed to the next floor or project for recycling.
In order to facilitate understanding of the above-described technical aspects of the present invention, the above-described technical aspects of the present invention will be described in detail below in terms of specific usage.
When the process is used specifically, the die is machined and formed in advance according to project requirements, except that the prefabricated laminated slab 1 and the screw rod 2 cannot be circulated, other parts can be circulated and used for many times, a die hanging tool is mainly adopted for slab band part construction, and the process can also be used for the single use of the laminated slab band of the PC component. Wherein cushion 6 uses the cushion for the construction concrete floor thickness scene, need not independent processing, and screw rod 2 can be processed by construction unit scene, and collet 3, apron 8 preferentially adopt steel or aluminium system material to guarantee to have corresponding intensity, and the atress meets the requirements. The keel 5 can be combined with the existing keel on site for use, and can be square wood, steel wood keel or aluminum beam.
In conclusion, by means of the technical scheme, the problems that a large number of aluminum formworks and supports are needed to be used and renovated when the traditional aluminum formworks are combined with PC prefabricated parts, and the manual transportation cost is high can be solved, so that the purposes that repeated turnover use can be realized without renovation, the installation and erection systems are independent, manpower and material resources can be saved by independent and rapid installation, the support-free bottom of the suspended formwork can be realized, the overall economy, the environment friendliness and the high construction efficiency are realized, and a good forming effect is achieved.
The above description is only for the purpose of illustrating the preferred embodiments of the present invention and is not to be construed as limiting the invention, and any modifications, equivalents, improvements and the like that fall within the spirit and principle of the present invention are intended to be included therein.
Claims (3)
1. The utility model provides a hang mould system that aluminium mould board and PC component combined, its characterized in that, includes apron (8), the bottom surface of apron (8) is connected with the top surface of cushion (6), the bottom surface of cushion (6) and the top surface contact of prefabricated superimposed sheet (1), the bottom surface of prefabricated superimposed sheet (1) and the top surface contact of plank sheathing (7), the middle part of plank sheathing (7) is equipped with the through-hole, the bottom surface of plank sheathing (7) is connected with the top surface of fossil fragments (5), the lower pot head of fossil fragments (5) is equipped with steel collet (3), the middle part of steel collet (3) pass through screw rod (2) with the middle part of apron (8) is connected, the upper pot head of screw rod (2) is equipped with top fastening nut (9), the lower pot head of screw rod (2) is equipped with bottom fastening nut (4).
2. Mould hanging system according to claim 1, characterised in that said screws (2) are two in number, said steel shoe (3) being connected to said cover plate (8) by two of said screws (2), respectively.
3. A construction method of a die hanging system using the aluminum form panel of claim 1 in combination with a PC member, comprising the steps of:
s1, designing a construction system combining an aluminum template and a PC component according to a construction drawing, installing and reinforcing a structural wall template, installing an independent support and an aluminum beam according to the construction drawing of a prefabricated component, transporting the prefabricated composite slab (1), and adjusting the position height;
s2, sequentially installing a bottom fastening nut (4), a steel bottom support (3), a keel (5) and a wood template (7) to the lower end of the screw (2), wherein the keel (5) and the wood template (7) are integrally processed in advance, and the bottom fastening nut (4), the steel bottom support (3), the keel (5) and the wood template (7) are called as a lower structure;
s3, adjusting the position of the cushion block (6);
s4, after the lower structure is conveyed to the lower part of the prefabricated laminated slab (1) through the slab band gap, the cover plate (8) and the top fastening nut (9) are sequentially installed at the upper end of the screw rod (2), the positions of all the parts are adjusted, and the bottom die fastening nut (4) and the top fastening nut (9) are fastened;
s5, pouring partial concrete on the wall and the PC top in situ, curing the concrete, and removing the top fastening nut (9), the cover plate (8), the bottom fastening nut (4), the keel (5) and the wood formwork (7) after the concrete reaches the form removal strength;
s6, cutting off the part of the screw (2) protruding out of the concrete by a cutter, performing anti-rust treatment on the cutting surface of the screw (2), and continuously transferring the part of the mould hanging system which is removed to the next floor or recycling the project.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202210463050.8A CN114704080A (en) | 2022-04-28 | 2022-04-28 | Aluminum template and PC (polycarbonate) component combined mold hanging system and construction method |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202210463050.8A CN114704080A (en) | 2022-04-28 | 2022-04-28 | Aluminum template and PC (polycarbonate) component combined mold hanging system and construction method |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN114704080A true CN114704080A (en) | 2022-07-05 |
Family
ID=82175766
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202210463050.8A Pending CN114704080A (en) | 2022-04-28 | 2022-04-28 | Aluminum template and PC (polycarbonate) component combined mold hanging system and construction method |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN114704080A (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN115370143A (en) * | 2022-08-09 | 2022-11-22 | 晟通科技集团有限公司 | Reinforcing device and pouring method of cast-in-place concrete wall |
| CN116104296A (en) * | 2023-01-06 | 2023-05-12 | 中建八局第二建设有限公司 | Board bottom concrete reinforcement support-free turnover formwork system and construction method |
-
2022
- 2022-04-28 CN CN202210463050.8A patent/CN114704080A/en active Pending
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN115370143A (en) * | 2022-08-09 | 2022-11-22 | 晟通科技集团有限公司 | Reinforcing device and pouring method of cast-in-place concrete wall |
| CN115370143B (en) * | 2022-08-09 | 2024-01-12 | 晟通科技集团有限公司 | Reinforcing device and pouring method of cast-in-place concrete wall |
| CN116104296A (en) * | 2023-01-06 | 2023-05-12 | 中建八局第二建设有限公司 | Board bottom concrete reinforcement support-free turnover formwork system and construction method |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN114704080A (en) | Aluminum template and PC (polycarbonate) component combined mold hanging system and construction method | |
| CN100469995C (en) | Construction method for after-pouring band beam-slab template | |
| CN106320691B (en) | Aluminum wood template construction method | |
| CN206616862U (en) | Formwork root bracing means | |
| CN111535579A (en) | Construction method for support-free mold hanging tool for horizontal post-pouring belt | |
| CN107090974A (en) | A kind of top plate Quick Release support system and its construction method | |
| CN102505839A (en) | Arc-shaped mold plate for casting arc-shaped shear wall of industrial factory building and manufacture method of arc-shaped mold plate | |
| CN201202272Y (en) | Rapid replacement formwork for tall building construction | |
| CN105386538A (en) | CL composite concrete shear wall construction process | |
| CN110863590A (en) | Mold device for manufacturing + type cavity concrete module and using method thereof | |
| CN210289118U (en) | Tower concrete structure sharp roof template system | |
| CN217537843U (en) | Mould system that hangs that aluminium template and PC component combine | |
| CN207048309U (en) | A kind of top plate Quick Release support system | |
| CN204626965U (en) | For the steel stair template of poured up at a time between architectural stair | |
| CN201915629U (en) | Novel quick detaching template for cast-in-situ concrete floor of steel structure building | |
| CN103216087B (en) | A kind of two-way self-bearing type construction formwork system | |
| CN107795121B (en) | Main structure increases a layer aluminum alloy mould plate jack-up construction method | |
| CN112482637A (en) | GRC disassembly-free template for pouring concrete beam plate | |
| CN206503365U (en) | A kind of shear wall and filling wall junction aluminum alloy pattern plate erecting device | |
| CN111535581A (en) | Convenient and fast mounting and dismounting type combined prefabricated formwork applicable to building floor lowering position | |
| CN110863589A (en) | Mold device for manufacturing L-shaped cavity concrete module and using method thereof | |
| CN216109694U (en) | Floor aluminum mould structure | |
| CN203669373U (en) | Construction device with aluminum alloy shear wall formwork and aluninum alloy formwork | |
| CN215717185U (en) | Beam slab and wallboard joint structure for building | |
| CN214995905U (en) | Aluminum alloy template pouring system |
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 |