CN111042484B - Large-thickness concrete terrace template structure and using method thereof - Google Patents
Large-thickness concrete terrace template structure and using method thereof Download PDFInfo
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- CN111042484B CN111042484B CN201911286688.3A CN201911286688A CN111042484B CN 111042484 B CN111042484 B CN 111042484B CN 201911286688 A CN201911286688 A CN 201911286688A CN 111042484 B CN111042484 B CN 111042484B
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04F—FINISHING WORK ON BUILDINGS, e.g. STAIRS, FLOORS
- E04F15/00—Flooring
- E04F15/12—Flooring or floor layers made of masses in situ, e.g. seamless magnesite floors, terrazzo gypsum floors
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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
- E04G13/00—Falsework, forms, or shutterings for particular parts of buildings, e.g. stairs, steps, cornices, balconies foundations, sills
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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
- E04G21/00—Preparing, conveying, or working-up building materials or building elements in situ; Other devices or measures for constructional work
Abstract
The invention relates to the technical field of floor templates, and discloses a large-thickness concrete floor template structure which comprises a template, two cross supports and a flag-shaped support, wherein the two cross supports and the flag-shaped support are installed at the bottom of the template in a staggered manner, the template comprises a vertical channel steel and an angle steel, the angle steel is installed on the upper side of the right side wall of the channel steel, the two cross supports are installed on the inner side of the channel steel, the flag-shaped support is installed on the outer side of the channel steel, the large-thickness concrete floor template structure and a use method thereof have the advantages that a construction joint line formed by the structure is straight, the apparent quality is good, the cross supports can be folded after the cross supports are separated from the template, the disassembly and the transportation of the whole equipment are convenient, the flag-shaped support can be folded after the template is separated from the flag-shaped support, the disassembly and the movement of the whole equipment are convenient, the whole equipment is fast to install and dismantle, the turnover times are many, the damage rate is small, the construction period is short, and the construction cost is saved.
Description
Technical Field
The invention relates to the technical field of terrace templates, in particular to a large-thickness concrete terrace template structure and a using method thereof.
Background
With the development of society and the improvement of living standard of people, people pursue the area, space and use of factory buildings more and more, the functions of the factory buildings are more and more powerful, the factory buildings are gradually developed into a multifunctional space integrating processing production, product display, product storage and product receiving and sending, and the line production is increasingly popular. In order to prevent floor cracks caused by concrete shrinkage and uneven settlement, heavy concrete floors in large workshops are often partitioned and regionally, and are required to have high-quality and attractive-appearance construction joints, and the type selection and support of floor templates are particularly important.
Terrace die plate is evolved into the steel form by initial wooden model gradually, the wooden form system comprises plywood and flitch, the biggest advantage of wooden form is that the construction is nimble, the shortcoming is that processing installation rate is slow, new template straightness and apparent quality are better, but the wooden form can soften, warp when meeting water, along with the increase of turnover number of times, the straightness and the apparent quality of construction joint can continuously descend, simultaneously receive face and the easy adhesion mortar of mill flour in-process template upper plane at machinery, can lead to the fact destruction to surface course and edges and corners when demolising, influence appearance quality. The steel mould of using at present is the channel-section steel mostly, the channel-section steel is because of its rigidity is big, the roughness, in the same direction as straightness accuracy good, the ann tears fast open, a great deal of advantage such as turnover number of times has gradually replaced the plank sheathing, can select the channel-section steel of different specifications according to the thickness of terrace in the work progress, perhaps be the combination form of many specifications channel-section steel, for the elevation and the roughness on convenient control terrace concrete surface, often control the wide elevation of channel-section steel leg during installation and control the elevation on terrace surface, construction precision has very big improvement than the plank sheathing, but the concrete thick liquid on the wide surface of construction time slot steel leg can not be clean up completely, can take place the adhesion with terrace surface concrete, also can lead to the fact destruction to the edges and corners when the template is demolishd.
Disclosure of Invention
Technical problem to be solved
Aiming at the defects of the prior art, the invention provides a large-thickness concrete terrace template structure and a using method thereof, the structure has all the advantages of a channel steel template, the contact surface between the upper surface of the template and the terrace surface is only several millimeters, the adhesion between the upper surface of the template and the concrete slurry of the surface layer is reduced, and the damage to the edge surface layer and the edges and corners is greatly reduced during the template removal.
(II) technical scheme
In order to realize the purposes of reducing the adhesion with the concrete slurry of the surface layer and greatly reducing the damage to the edge surface layer and the edges and corners during the form removal, the invention provides the following technical scheme: a large-thickness concrete terrace template structure comprises a template, two cross supports and a flag-shaped support, wherein the two cross supports and the flag-shaped support are installed at the bottom of the template in a staggered mode;
the template comprises a vertical channel steel and an angle steel, the angle steel is installed on the upper side of the right side wall of the channel steel, the two cross supports are installed on the inner side of the channel steel, and the flag-shaped supports are installed on the outer side of the channel steel.
Preferably, the cross-shaped support comprises a vertical steel plate, a rotating groove is formed in the bottom of the vertical steel plate, and a horizontal steel bar is rotatably connected inside the rotating groove.
Preferably, a cross clamping groove is formed in the top of the vertical steel plate, and a cross clamping plate matched with the cross clamping groove is fixedly connected to the top of the left side wall of the channel steel.
Preferably, the bottom of the left side wall of the channel steel is fixedly connected with a limiting plate, the top of the right end of the horizontal reinforcing steel bar is provided with a jack, and the bottom of the channel steel is fixedly connected with a plug board extending to the inside of the jack.
Preferably, the flag-shaped support includes the riser with the right side wall fixed connection of angle steel, the mounting groove has been seted up to the bottom of riser, the inside of mounting groove articulates there is the horizontal plate.
Preferably, the top of riser right flank articulates there is the reinforcing plate, the constant head tank has been seted up to the right side wall of horizontal plate, the bottom of reinforcing plate extends to the inside of constant head tank, fixing bolt and constant head tank fixed connection are passed through to the bottom of reinforcing plate.
The invention provides a method for using a large-thickness concrete floor template structure, which comprises the following steps:
a, preparing a template: selecting channel steel and angle steel with proper thickness, firmly welding the leg width surface of the channel steel with the side edge of the angle steel, and polishing and flattening the welding line to ensure that the surface of the combined template is smooth and flat;
b, preparation work: connecting a proper template with the two corresponding cross supports and the corresponding flag-shaped support to form a whole template structure;
c vertically pounding the bottom of the cross support into the foundation along the inner side line of the template, vertically controlling the verticality of the template by the vertical steel plate, finely adjusting the elevation of the horizontal steel bar control template, and finely adjusting the gap between the cross support and the template by the thin cushion block and the wedge-shaped cushion block, so that the verticality, the straightness and the elevation of the template are guaranteed. The elevation of the top of the bracket is 30-40mm lower than the concrete surface, and the bracket is embedded into the concrete after the elevation is finished;
and D, vertically smashing the flag-shaped support into the foundation along the outer side line of the template, enabling the reinforcing plate to be outward in part, enabling the horizontal plate to be vertical to the template, enabling the horizontal plate on the lower portion of the triangle to be tightly attached to the surface of the foundation, and enabling the gap between the flag-shaped support and the template to be finely adjusted through the thin cushion block, so that the verticality and the straightness of the template are guaranteed.
(III) advantageous effects
Compared with the prior art, the invention provides a large-thickness concrete terrace template structure and a using method thereof, and the large-thickness concrete terrace template structure has the following beneficial effects:
1. this novel large-thickness concrete terrace template structure and application method thereof, the contact surface of template upper surface and terrace surface is only several millimeters, has reduced the adhesion with surface course concrete thick liquid, has reduced the destruction to facing limit surface course and edges and corners during the form removal greatly, and the construction joint lines that utilize this structure to form are straight, and apparent quality is good.
2. This novel large-thickness concrete terrace template structure and application method thereof, the cross support separates the back with the template, and the cross support can be folded, makes things convenient for the dismouting and the transportation of whole equipment, separates the back when template and flag shape support, also can fold flag shape support, makes things convenient for the dismouting and the removal of whole equipment, and whole equipment ann tears open fastly, and the turnover number of times is many, and the spoilage is little, and construction cycle is short, practices thrift construction cost.
According to the novel large-thickness concrete terrace template structure and the using method thereof, the gap between the support and the template is finely adjusted through the thin cushion block, and the verticality and the straightness of the template are ensured, so that the device is large in rigidity, good in straightness, high in flatness, small in deformation, and easy to control the verticality and the elevation.
Drawings
FIG. 1 is a schematic structural diagram of a novel large-thickness concrete floor formwork structure provided by the invention;
FIG. 2 is a top view of a novel large-thickness concrete floor form construction proposed by the present invention;
FIG. 3 is a right side view of a novel large thickness concrete floor form construction according to the present invention;
FIG. 4 is a top view of a cross-shaped support in a novel large-thickness concrete floor form construction according to the present invention;
fig. 5 is an enlarged view of a in fig. 3 of a novel large-thickness concrete terrace template structure according to the present invention.
In the figure: 1. a template; 2. a cross-shaped bracket; 3. a flag-shaped bracket; 4. channel steel; 5. angle steel; 6. a vertical steel plate; 7. a rotating groove; 8. horizontal reinforcing steel bars; 9. a cross snap-gauge; 10. a cross clamping groove; 11. a limiting plate; 12. a jack; 13. inserting plates; 14. a vertical plate; 15. mounting grooves; 16. a horizontal plate; 17. a reinforcing plate; 18. positioning a groove; 19. and (5) fixing the bolt.
Detailed Description
The technical solutions in the embodiments of the present invention will be clearly and completely described below with reference to 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. All other embodiments, which can be derived by a person skilled in the art from the embodiments given herein without making any creative effort, shall fall within the protection scope of the present invention.
Referring to fig. 1-5, a large-thickness concrete terrace template structure comprises a template 1, two cross supports 2 and a flag support 3, wherein the two cross supports 2 and the flag support 3 are installed at the bottom of the template 1 in a staggered manner, the cross supports 2 and the flag support 3 installed at the bottom of the template 1 can reinforce and support the template 1 from two sides, the bottoms of the cross supports 2 and the flag support 3 can keep the template 1 vertical to the ground after being inserted into the soil, and gaps between the cross supports 2 and the flag supports 3 and the template 1 can be finely adjusted through thin cushion blocks and wedge-shaped cushion blocks, so that the verticality, the straightness and the elevation of the template 1 are ensured.
The cross-shaped support 2 can support the template 1, the cross-shaped support 2 comprises a vertical steel plate 6, a rotating groove 7 is formed in the bottom of the vertical steel plate 6, a horizontal steel bar 8 is rotatably connected inside the rotating groove 7, a cross clamping groove 10 is formed in the top of the vertical steel plate 6, a cross clamping plate 9 matched with the cross clamping groove 10 is fixedly connected to the top of the left side wall of the channel steel 4, a limiting plate 11 is fixedly connected to the bottom of the left side wall of the channel steel 4, a jack 12 is formed in the top of the right end of the horizontal steel bar 8, an inserting plate 13 extending into the jack 12 is fixedly connected to the bottom of the channel steel 4, the left end of the horizontal steel bar 8 turning out of the rotating groove 7 can abut against the bottom of the limiting plate 11, so that an included angle between the horizontal steel bar 8 and the vertical steel plate 6 is 90 degrees, and then the cross clamping plate 9 on the template 1 is clamped into the cross clamping groove 10, the inserting plate 13 is inserted into the jack 12, and connection between the cross-shaped support 2 and the template 1 is completed, make cross 2 can provide stable support for template 1, keep the straightness that hangs down of template 1, separate the back when cross 2 and template 1, cross 2 can fold, make things convenient for the dismouting and the transportation of whole equipment.
The flag support 3 can also support the template 1, the flag support 3 comprises a vertical plate 14 fixedly connected with the right side wall of the angle steel 5, the bottom of the vertical plate 14 is provided with a mounting groove 15, the inside of the mounting groove 15 is hinged with a horizontal plate 16, the top of the right side surface of the vertical plate 14 is hinged with a reinforcing plate 17, the right side wall of the horizontal plate 16 is provided with a positioning groove 18, the bottom of the reinforcing plate 17 extends to the inside of the positioning groove 18, the bottom of the reinforcing plate 17 is fixedly connected with the positioning groove 18 through a fixing bolt 19, the horizontal plate 16 is screwed out from the mounting groove 15, the included angle between the horizontal plate 16 and the vertical plate 14 is screwed to 90 degrees, then the bottom of the reinforcing plate 17 can be inserted into the positioning groove 18, and then after the fixing bolt 19 is screwed in, the flag support 3 with a fixed structure can be formed, the triangular structure can provide stable support for the flag support 3 so as to fix the template 1 more stably, when the template 1 is separated from the flag-shaped support 3, the flag-shaped support 3 can be folded, so that the whole device is convenient to disassemble, assemble and move, and is convenient to use for multiple times.
The invention provides a method for using a large-thickness concrete floor template structure, which comprises the following steps:
a, preparing a template 1: selecting channel steel 4 and angle steel 5 with proper thickness, firmly welding the leg width surface of the channel steel 4 with the side edge of the angle steel 5, polishing and flattening the welding line, and ensuring that the surface of the combined template 1 is smooth and flat;
b, preparation work: connecting a proper template 1 with two corresponding cross supports 2 and one corresponding flag-shaped support 3 to form a whole template structure;
c along 1 interior border of template perpendicularly pound into the ground with the bottom of cross support 2, the straightness that hangs down of 6 control template 1 of vertical steel sheet, 8 control template 1's elevations of horizontal reinforcement, cross support 2 and 1 clearance of template are finely tuned through thin cushion and wedge cushion, guarantee template 1 hang down straightness, in the same direction as straightness and elevation. The elevation of the top of the bracket is 30-40mm lower than the concrete surface, and the bracket is embedded into the concrete after the elevation is finished;
and D, vertically smashing the flag-shaped support 3 into the foundation along the outer side line of the template 1, enabling the reinforcing plate 17 to be outward in part, enabling the horizontal plate 16 to be vertical to the template 1, enabling the horizontal plate 16 on the lower portion of the triangle to be tightly attached to the surface of the foundation, and enabling the gap between the flag-shaped support 3 and the template 1 to be finely adjusted through a thin cushion block, so that the verticality and the straightness of the template 1 are guaranteed.
The invention has the beneficial effects that: vertically smashing the bottom of a cross support 2 into a foundation along the inner edge line of a template 1, enabling a vertical steel plate 6 to control the verticality of the template 1, enabling a horizontal steel bar 8 to control the elevation of the template 1, enabling a gap between the cross support 2 and the template 1 to be finely adjusted through a thin cushion block and a wedge-shaped cushion block, ensuring the verticality, straightness and elevation of the template 1, enabling the elevation of the top of the support to be 30-40mm lower than the surface of concrete, embedding the top of the support into the concrete after completion, vertically smashing a flag-shaped support 3 into the foundation along the outer edge line of the template 1, enabling the part of a reinforcing plate 17 to be outward, enabling a horizontal plate 16 to be vertical to the template 1, enabling a horizontal plate 16 at the lower part of a triangle to be tightly attached to the surface of the foundation, enabling the gap between the flag-shaped support 3 and the template 1 to be finely adjusted through the thin cushion block, ensuring the verticality and straightness of the template 1, and enabling the device to be high in rigidity, good in straightness, high in flatness, small in deformation, and easy control of the verticality and elevation;
when the cross-shaped support 2 is separated from the template 1, the cross-shaped support 2 can be folded, so that the whole equipment is convenient to disassemble, assemble and transport, and when the template 1 is separated from the flag-shaped support 3, the flag-shaped support 3 can also be folded, so that the whole equipment is convenient to disassemble, assemble and move, the whole equipment is high in assembling and disassembling speed, multiple in turnover times, small in damage rate, short in construction period and capable of saving construction cost;
construction is carried out through the construction method, the contact surface of the upper surface of the template 1 and the floor surface is only several millimeters, adhesion with surface layer concrete slurry is reduced, damage to an edge surface layer and edges and corners is greatly reduced during template removal, construction joint lines formed by the construction are straight, and the apparent quality is good.
Although embodiments of the present invention have been shown and described, it will be appreciated by those skilled in the art that changes, modifications, substitutions and alterations can be made in these embodiments without departing from the principles and spirit of the invention, the scope of which is defined in the appended claims and their equivalents.
Claims (4)
1. The utility model provides a large-thickness concrete terrace template structure, includes template (1), two cross supports (2) and flag shape support (3), its characterized in that: the two cross supports (2) and the flag-shaped support (3) are arranged at the bottom of the template (1) in a staggered manner;
the formwork (1) comprises a vertical channel steel (4) and an angle steel (5), the angle steel (5) is installed on the upper side of the right side wall of the channel steel (4), the two cross supports (2) are installed on the inner side of the channel steel (4), and the flag-shaped support (3) is installed on the outer side of the channel steel (4);
the cross-shaped support (2) comprises a vertical steel plate (6), a rotating groove (7) is formed in the bottom of the vertical steel plate (6), and a horizontal steel bar (8) is rotatably connected inside the rotating groove (7);
a cross clamping groove (10) is formed in the top of the vertical steel plate (6), and a cross clamping plate (9) matched with the cross clamping groove (10) is fixedly connected to the top of the left side wall of the channel steel (4);
the left side wall bottom fixedly connected with limiting plate (11) of channel-section steel (4), jack (12) have been seted up at the top of horizontal reinforcement (8) right-hand member, the bottom fixedly connected with of channel-section steel (4) extends to inside picture peg (13) of jack (12).
2. The large-thickness concrete terrace template structure according to claim 1, characterized in that: flag support (3) include with right side wall fixed connection's of angle steel (5) riser (14), mounting groove (15) have been seted up to the bottom of riser (14), the inside of mounting groove (15) articulates there is horizontal plate (16).
3. The large-thickness concrete terrace template structure according to claim 2, characterized in that: the top of riser (14) right flank articulates there is reinforcing plate (17), constant head tank (18) have been seted up to the right side wall of horizontal plate (16), the bottom of reinforcing plate (17) extends to the inside of constant head tank (18), fixing bolt (19) and constant head tank (18) fixed connection are passed through to the bottom of reinforcing plate (17).
4. A method of using the large thickness concrete floor form construction of claim 3, comprising the steps of:
a preparation template (1): selecting channel steel (4) and angle steel (5) with proper thickness, then firmly welding leg width surfaces of the channel steel (4) with the side edges of the angle steel (5), polishing and flattening welding seams, and ensuring that the surface of the combined template (1) is smooth and flat;
b, preparation work: connecting a proper template (1) with two corresponding cross supports (2) and one corresponding flag-shaped support (3) to form a whole template structure;
c, vertically smashing the bottom of the cross support (2) into a foundation along the inner edge line of the template (1), controlling the verticality of the template (1) by a vertical steel plate (6), controlling the elevation of the template (1) by a horizontal steel bar (8), finely adjusting the gap between the cross support (2) and the template (1) by a thin cushion block and a wedge-shaped cushion block, ensuring the verticality, the straightness and the elevation of the template (1), and embedding the top elevation of the support into concrete after completion, wherein the top elevation of the support is 30-40mm lower than the surface of the concrete;
and D, vertically smashing the flag-shaped support (3) into the foundation along the outer side line of the template (1), enabling the part of the reinforcing plate (17) to be outward, enabling the horizontal plate (16) to be vertical to the template (1), enabling the horizontal plate (16) on the lower part of the triangle to be tightly attached to the surface of the foundation, and finely adjusting the gap between the flag-shaped support (3) and the template (1) through a thin cushion block to ensure the verticality and the straightness of the template (1).
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| CN201911286688.3A CN111042484B (en) | 2019-12-14 | 2019-12-14 | Large-thickness concrete terrace template structure and using method thereof |
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| CN201911286688.3A CN111042484B (en) | 2019-12-14 | 2019-12-14 | Large-thickness concrete terrace template structure and using method thereof |
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| CN111042484B true CN111042484B (en) | 2022-02-25 |
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| CN111042484A (en) | 2020-04-21 |
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