CN114922418A - Frame is detained to dish and a dish is detained frame matrix - Google Patents
Frame is detained to dish and a dish is detained frame matrix Download PDFInfo
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- CN114922418A CN114922418A CN202210430485.2A CN202210430485A CN114922418A CN 114922418 A CN114922418 A CN 114922418A CN 202210430485 A CN202210430485 A CN 202210430485A CN 114922418 A CN114922418 A CN 114922418A
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- adjusting rod
- gear adjusting
- rod
- rods
- frame
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- 239000011159 matrix material Substances 0.000 title claims abstract description 9
- 230000008093 supporting effect Effects 0.000 claims description 34
- 239000007788 liquid Substances 0.000 abstract description 3
- 230000000694 effects Effects 0.000 description 11
- 238000010276 construction Methods 0.000 description 5
- 239000002002 slurry Substances 0.000 description 4
- 239000000463 material Substances 0.000 description 2
- 238000012986 modification Methods 0.000 description 2
- 230000004048 modification Effects 0.000 description 2
- 230000009286 beneficial effect Effects 0.000 description 1
- 238000005266 casting Methods 0.000 description 1
- 230000002349 favourable effect Effects 0.000 description 1
- 230000003993 interaction Effects 0.000 description 1
- 239000000203 mixture Substances 0.000 description 1
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Classifications
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
- E04G11/00—Forms, shutterings, or falsework for making walls, floors, ceilings, or roofs
- E04G11/36—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
- E04G11/50—Girders, beams, or the like as supporting members for forms
- E04G11/52—Girders, beams, or the like as supporting members for forms of several units arranged one after another
Abstract
The invention discloses a coil buckle frame and a coil buckle frame matrix, which are applied to a basement, wherein the basement comprises a support column and a floor, the coil buckle frame comprises a plurality of frame body units which are sequentially connected in a stacked mode, and each frame body unit comprises two first fixed-gear adjusting rods, two second fixed-gear adjusting rods and four horizontal telescopic inclined rods; the four horizontal telescopic inclined rods sequentially connect the heads and the tails of the two first fixed-gear adjusting rods and the two second fixed-gear adjusting rods to form a closed octagon; the horizontal telescopic inclined rod can stretch out and draw back to adjust the positions of the first gear adjusting rod and the second gear adjusting rod in the adjusting rod area. Because the modulus of level adjusting pole is fixed can not be adjusted, the support problem that basement concrete placement was solved to the dish knot frame that adopts the innovation here, through level adjusting pole and the cooperation of mutually of the flexible down tube of level, can compromise the stability of support and workman's operating space simultaneously, not only show the concrete strength that has promoted to pour but also can not appear warping and leak the thick liquid.
Description
Technical Field
The invention relates to the field of buildings, in particular to a disc buckle frame and a disc buckle frame matrix.
Background
When concrete pouring is carried out in the basement, the requirement on the support frame body is higher. The support body can lead to the workman not to have operating space apart from wall body or roof beam body too closely, and the support body can lead to the stability of support not enough apart from wall body or roof beam body too far, and the construction environment that support column, wall body, the beam structure of basement mix has increased the degree of difficulty again for above-mentioned problem.
At present, when technical staff arranged the dish knot frame as supporting the support body, if meet special position nodes such as post, roof beam, height stride or post-cast strip, the interval of arranging of supporting the support body can be very tricky, and the design degree of difficulty is very big: the maximum overhanging length of the beam is ensured not to exceed the value allowed by a calculation book, namely, the edge template is ensured not to warp and leak slurry when the concrete slab is poured; and enough working space is ensured for the special part node, such as the operation space required by supporting a beam side mold and a column template. Therefore, there is a need in the industry for an innovative plate fastener frame to solve the above-mentioned construction design problem.
Disclosure of Invention
The technical problem to be solved by the invention is as follows: how to design a dish and detain frame, can compromise the stability of support and workman's operating space simultaneously.
In order to solve the above problems, embodiments of the present invention provide a disc fastener rack, in which a first fixed-position adjusting rod, a second fixed-position adjusting rod, and a horizontal telescopic diagonal rod are matched with each other, so that a gap between the disc fastener rack and a building body is reduced, and an area of a rectangular region, i.e., a protection region, is reduced to be suitable for a worker to operate without wasting space, so that stability of support and an operation space of the worker can be considered at the same time, and not only is strength of poured concrete remarkably improved, but also warping and slurry leakage are avoided.
In a first aspect, an embodiment of the present invention provides a disc buckle frame, which is applied to a basement, wherein the basement includes a support pillar and a floor, the disc buckle frame includes a plurality of frame body units that are sequentially connected in a stacked manner, and each frame body unit includes two first fixed-gear adjusting rods, two second fixed-gear adjusting rods and four horizontal telescopic diagonal rods; the floor is rectangular and comprises two first opposite sides, two second opposite sides, a protection area and an adjusting rod area, wherein the protection area and the adjusting rod area are sequentially arranged from the outer edge of the floor to the inside; the supporting columns are rectangular, the number of the supporting columns is four, and the four supporting columns are respectively arranged at four corners of the floor; the two first positioning adjusting rods are respectively positioned in adjusting rod areas at the inner sides of the two first opposite sides of the floor, and the length of each first positioning adjusting rod is smaller than the length of each first opposite side; the two second fixed-gear adjusting rods are respectively positioned in adjusting rod areas on the inner sides of two second opposite sides of the floor, and the length of each second fixed-gear adjusting rod is smaller than that of the second opposite side; the four horizontal telescopic inclined rods sequentially connect the two first fixed-gear adjusting rods and the two second fixed-gear adjusting rods end to form a closed octagon; the horizontal telescopic inclined rod is telescopic so as to adjust the positions of the first gear adjusting rod and the second gear adjusting rod in the adjusting rod area.
The further technical scheme is that the distance between the horizontal telescopic oblique rod and the supporting column is 0-100 mm.
The further technical scheme is that the basement further comprises a first building body and a second building body; one side of the supporting column is connected with the first building body, and the other side of the supporting column is connected with the second building body; the first gear adjusting rod is parallel to the first building body; the second gear adjusting rod is parallel to the second building body.
The further technical proposal is that the width of the protection area is 250-350 mm.
The further technical proposal is that the width of the adjusting rod area is 80-120 mm.
The further technical scheme is that the first gear adjusting rod comprises a plurality of first standard rods; the second gear shifting adjusting rod comprises a plurality of second standard rods.
The further technical scheme is that an included angle between the first gear adjusting rod and the horizontal telescopic diagonal rod is 30-60 degrees; the included angle between the second fixed gear adjusting rod and the horizontal telescopic inclined rod is 30-60 degrees.
The further technical scheme is that the first gear adjusting rod, the second gear adjusting rod and the horizontal telescopic diagonal rod are parallel to the floor.
The further technical proposal is that the length of the horizontal telescopic inclined rod can be adjusted to 300-600 mm.
In a second aspect, the invention provides a construction method of a building structure, which comprises at least two coil buckling frames according to any of the aspects of the first aspect, wherein the at least two coil buckling frames are connected through a horizontal telescopic diagonal rod.
When the basement carries out concrete placement, the requirement of coiling the knot frame promptly to supporting the support body is higher, supports the support body and can lead to the workman not have operating space apart from building body (wall or roof beam) too closely, supports the support body and can lead to the stability of support too far away from building body not enough. In the prior art, the modulus of the gear-setting adjusting rod is fixed and cannot be adjusted, so that the technical bottleneck appears in the design of an engineer: specifically, if the disc fastener frame is too far away from the gap of the building body, the supporting effect of the gap area is affected and warping and slurry leakage are easy to occur; the support column is large in size and can influence the arrangement of the plate buckle frame to a certain extent and the gap between the building bodies, the edge of the building body is long, the edge of the support column is high, a rectangular area in a long strip shape can be formed, the rectangular area in most cases is various in size, coverage can not be achieved through the gear setting adjusting rod, and the rectangular area in only a few cases is just matched with the gear setting adjusting rod in size.
In the prior art, in the face of most of the situations, the four right-angle corners of the plate buckling frame can only be close to a building body as much as possible, so that the influence of overlarge rectangular area on concrete pouring in a subsequent rectangular area is avoided; the area of the rectangular area reserved in the prior art is too large, and the stability of the disc buckling frame on pouring support is influenced greatly.
The support problem of the concrete pouring of the basement is solved by adopting the innovative disc buckling frame, namely, the structure of the disc buckling frame forms a trapezoidal protrusion towards the edge of a building body through the mutual matching of the first fixed-stop adjusting rod, the second fixed-stop adjusting rod and the horizontal telescopic inclined rod, the size of the inclined edge of the trapezoidal protrusion is flexibly adjustable, and forms a proper angle with the edge of the supporting column so as to avoid the influence of the supporting column, so that the gap between the disc buckling frame and the building body is reduced, the area of the rectangular area is reduced to be just suitable for the operation of workers without wasting space, therefore, the stability of the support and the operation space of the workers can be considered at the same time, the strength of the poured concrete is obviously improved, and the situation of warping and slurry leakage cannot occur.
Drawings
In order to more clearly illustrate the technical solutions of the embodiments of the present invention, the drawings required to be used in the description of the embodiments are briefly introduced below, and it is obvious that the drawings in the description below are some embodiments of the present invention, and it is obvious for those skilled in the art to obtain other drawings based on the drawings without creative efforts.
Fig. 1 is a top view of a disc fastener holder according to an embodiment of the present invention.
Fig. 2 is a partial view of a disc fastener holder according to an embodiment of the present invention.
Fig. 3 is a side view of a disc buckle holder according to an embodiment of the present invention.
Fig. 4 is an external view of a coil buckle rack matrix according to an embodiment of the present invention.
Reference numerals
The plate buckling frame comprises a plate buckling frame 1, supporting columns 2, a floor 3, a plate buckling frame matrix 4, a frame body unit 10, a first gear adjusting rod 11, a second gear adjusting rod 21, a first standard rod 13, a second standard rod 14, a first short rod 15, a second short rod 16, a horizontal telescopic inclined rod 20, a first building body 21, a second building body 22, a first opposite side 3a, a second opposite side 3b, a protection area 31 and an adjusting rod area 32
Detailed Description
The technical solutions in the embodiments will be described clearly and completely with reference to the accompanying drawings in the embodiments of the present invention, wherein like reference numerals represent like elements in the drawings. It is apparent that the embodiments to be described below 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.
It is to be understood that the terminology used in the description of the embodiments of the invention herein is for the purpose of describing particular embodiments only and is not intended to be limiting of the embodiments of the invention. As used in the description of embodiments of the present invention and the appended claims, the singular forms "a," "an," and "the" are intended to include the plural forms as well, unless the context clearly indicates otherwise.
Examples
Referring to fig. 1 to 4, a disc buckle frame 1 provided in an embodiment of the present invention is applied to a basement, where the basement includes a support pillar 2 and a floor 3, the disc buckle frame 1 includes a plurality of frame units 10 sequentially connected in a stacked manner, and each frame unit 10 includes two first fixed-stop adjusting rods 11, two second fixed-stop adjusting rods 12, and four horizontal telescopic diagonal rods 20; the floor 3 is rectangular, and the floor 3 comprises two first opposite sides 3a, two second opposite sides 3b, a protection area 31 and an adjusting rod area 32 which are sequentially arranged from the outer edge of the floor 3 to the inside; the cross section of each supporting column 2 is rectangular, the number of the supporting columns 2 is four, and the four supporting columns 2 are respectively arranged at four corners of the floor 3.
The two first positioning adjustment rods 11 are respectively positioned in the adjustment rod areas 32 on the inner sides of the two first opposite sides 3a of the floor 3, and the length of the first positioning adjustment rods 11 is smaller than that of the first opposite sides 3 a; the two second fixed stop adjusting rods 12 are respectively positioned in the adjusting rod areas 32 at the inner sides of the two second opposite sides 3b of the floor 3, and the length of the second fixed stop adjusting rods 12 is smaller than that of the second opposite sides 3 b; the four horizontal telescopic oblique rods 20 sequentially connect the two first fixed gear adjusting rods 11 and the two second fixed gear adjusting rods 12 end to form a closed octagon; the horizontal telescopic diagonal rod 20 is telescopic so as to adjust the positions of the first and second fixed gear adjusting rods 11 and 12 in the adjusting rod area 32, thereby adjusting the distance between the first and second fixed gear adjusting rods 11 and 12 and the outer edge of the floor 3, which is the operating space of a worker.
In the scheme, the disc buckling frame 1 is a frame for supporting concrete pouring of a basement, and in the environment of the basement, an engineer can obviously influence the design of the disc buckling frame 1 on the supporting columns 2; the volume of the support column 2 is larger, so that the structural design of the disc buckle frame 1 can be influenced, and the side length of the support column 2 can be 600-800 mm; the first fixed gear adjusting rod 11 and the second fixed gear adjusting rod 12 are both adjustable rods capable of fixedly increasing the length, in an embodiment, the first fixed gear adjusting rod 11 can increase the length by 300 mm in fixed gear, and the second fixed gear adjusting rod 12 can also increase the length by 300 mm in fixed gear; the floor 3 can be an underground negative layer or any underground layer of a building; the two first opposite sides 3a and the two second opposite sides 3b of the floor 3 are rectangular in length and width, and may be equal or unequal; the protection area 31 in the floor 3 is an area which is prevented from being covered by the disc buckling frame 1 and is used for workers to work; the adjusting rod area 32 in the floor 3 is an area covered by the disc buckling frame 1, the limited matching protection area 31 of the area prevents the disc buckling frame 1 from influencing the operation of constructors, and meanwhile, the limitation of the area prevents the disc buckling frame 1 from being too small in coverage area to completely support concrete pouring.
The technical effects of the proposal are that the design of engineers has technical bottlenecks because the modulus of the fixed gear adjusting rod is fixed and can not be adjusted in the prior art, and the support problem of the concrete pouring of the basement is solved by adopting the innovative disc buckling frame, namely, the structure of the plate buckle frame forms a trapezoidal protrusion towards the edge of the building body through the mutual matching of the first fixed gear adjusting rod, the second fixed gear adjusting rod and the horizontal telescopic diagonal rod, the size of the inclined edge of the trapezoid bulge is flexibly adjustable, and forms a proper angle with the edge of the support column to avoid the influence of the support column, thereby the clearance between the disc buckle frame and the building body is reduced, the area of the rectangular area, namely the protection area is reduced to be just suitable for the operation of workers without wasting space, the stability of support and workman's operating space can be compromise simultaneously, not only show the concrete strength who has promoted to pour but also warping can not appear leaking the thick liquid.
Further, the distance between the horizontal telescopic inclined rod 20 of the disc buckle frame 1 and the supporting column 2 is 0-100 mm. Wherein, the distance between the support column 2 and the horizontal telescopic diagonal rod 20 can be 10 mm, 20 mm, 30 mm, 40 mm or 100 mm; in one embodiment, the distance between the horizontal telescopic diagonal rod 20 and the supporting column 2 is preferably 50 mm, and the operation space beside the supporting column 2 is most suitable, which is beneficial for the operation of constructors. The concrete pouring device has the technical effects that the horizontal telescopic oblique rods 20 are prevented from being too far away from the supporting columns 2, so that the triangular area formed by two sides of the supporting columns 2 and the horizontal telescopic oblique rods 20 is too large in range, and the concrete pouring effect of the area is finally influenced.
Further, the disc fastener frame 1 is applied to a basement, and the basement further comprises a first building body 21 and a second building body 22; one side of the supporting column 2 is connected with the first building body 21, and the other side of the supporting column 2 is connected with the second building body 22; the first gear adjusting rod 11 is parallel to the first building body 21; the second gear adjusting rod 12 is parallel to the second building body 22. The first building 21 may be a wall or a beam, and the second building 22 may also be a wall or a beam; in one embodiment, the first building 21 is a wall, and the second building 22 is a beam; in another embodiment, the first building 21 is a beam and the second building 22 is a wall. The technical effect is that the distance between the first constant-gear adjusting rod 11 and the first building body 21 is kept uniform, and the distance between the second constant-gear adjusting rod 12 and the second building body 22 is kept uniform, so that insufficient supporting strength near the first building body 21 or the second building body 22 is avoided during pouring.
Further, the width of the protection area 31 of the disc buckle frame 1 is 250-350 mm. Wherein, the protection area 31 in the floor 3 is an area which is avoided from being covered by the plate buckle frame 1 for workers to work; in an embodiment, the width of the protection area 31 may be 300 mm, and the disc buckle holder 1 does not enter the range of the protection area 31, that is, the distance between the disc buckle holder 1 and the first building 21 or the second building 22 is 300 mm or more. The technical effect is that the space for the operation of constructors can not be influenced by the arrangement of the plate buckling frame 1.
Further, the width of the adjusting rod area 32 of the disc buckle frame 1 is 80-120 mm. Wherein, the adjusting rod area 32 in the floor 3 is the area covered by the disc buckle frame 1, and the limitation of the area avoids that the covering area of the disc buckle frame 1 is too small to completely support concrete pouring. In an embodiment, the width of the adjusting rod area 32 may be 100 mm, and the distance between the disc buckle holder 1 and the first building 21 and the distance between the disc buckle holder 1 and the second building 22 are the width of the protection area 31 plus 100 mm, which is enough to support the concrete casting strength. The technical effect is that the preferable range for placing the plate buckling frame 1 is limited, and the strength of poured concrete can be further improved.
Further, the first gear adjusting rod 11 of the disc buckle frame 1 comprises a plurality of first standard rods 13; the second gearshift adjustment lever 12 includes a plurality of second standard levers 14. The modulus of the fixed-gear adjusting rod is fixed and can not be adjusted, the length which can be adjusted in a single time is a fixed value, the length which can be adjusted in a single time of the first fixed-gear adjusting rod 11 is the length of the first standard rod 13, and the length which can be adjusted in a single time of the second fixed-gear adjusting rod 12 is the length of the second standard rod 14; the length of the first standard rod 13 and the length of the second standard rod 14 can be equal or unequal; the first fixed gear adjusting rod 11 and the second fixed gear adjusting rod 12 are both adjustable rods capable of fixedly increasing the length, in an embodiment, the first fixed gear adjusting rod 11 may be increased by 300 mm in length in fixed gear, and the second fixed gear adjusting rod 12 may also be increased by 300 mm in fixed gear, that is, the length of the first standard rod 13 is 300 mm, that is, the length of the second standard rod 14 is also 300 mm. The technical effect is that the fixed nonadjustable plate buckling frame 1 of a modulus of a standard rod is used as a support frame body, the standard specification is met, the distance is uniform, the influence of human factors on the structure of the frame body is effectively avoided, and the support performance is more favorably maintained, so that better concrete strength is formed after pouring.
Furthermore, the included angle between the first gear adjusting rod 11 and the horizontal telescopic diagonal rod 20 of the disc buckle frame 1 is 30-60 degrees; the included angle between the second fixed gear adjusting rod 12 and the horizontal telescopic oblique rod 20 is 30-60 degrees. The angle between the first fixed gear adjusting rod 11 and the horizontal telescopic diagonal rod 20 is preferably 45 degrees, and the angle between the second fixed gear adjusting rod 12 and the horizontal telescopic diagonal rod 20 is preferably 45 degrees. The technical effect is that the inclination angle of the horizontal telescopic inclined rod 20 is reasonable, which is more favorable for the stability of the structure of four corners of the plate buckle frame 1.
Further, the first fixed gear adjusting rod 11, the second fixed gear adjusting rod 12 and the horizontal telescopic diagonal rod 20 of the disc buckle frame 1 are all parallel to the floor 3. The first positioning adjusting rod 11, the second positioning adjusting rod 12 and the horizontal telescopic diagonal rod 20 in the same frame unit 10 are located on the same horizontal plane, and the horizontal plane is parallel to the floor 3. The technical effect is that the whole stress of the plate buckling frame 1 is balanced, and a good supporting effect on concrete pouring is achieved.
Further, the length of the horizontal telescopic diagonal rod 20 of the disc buckle frame 1 can be adjusted to 300-600 mm. The length of the horizontal telescopic diagonal rod 20 can be extended or contracted into 300 mm, 400 mm, 500 mm or 600 mm according to actual requirements; the first gear adjusting rod 11 comprises two first short rods 15; the second shift adjusting rod 12 comprises two second short rods 16; one end of the horizontal telescopic diagonal rod 20 is connected with the first short rod 15, the other end of the horizontal telescopic diagonal rod 20 is connected with the second short rod 16, and the length of the horizontal telescopic diagonal rod 20 can be adjusted to 300-600 mm; in one embodiment, the length of the first standard rod 13 is 1200 mm, the length of the second standard rod 14 is 900 mm, the length of the first short rod 15 is 900 mm, and the length of the second short rod 16 is 600 mm, and the horizontal telescopic diagonal rod 20 can be adjusted to be between 420 mm and 430 mm, preferably between 424 mm and 425 mm. The technical effect is that under the condition that the modulus of the standard rod is fixed to be 300 mm, the length range of the horizontal telescopic oblique rod 20 can be used for various common construction scenes erected by the basement disc buckle frame.
The invention further provides a coil buckle frame matrix 4 which comprises the coil buckle frames 1 in any embodiment, the number of the coil buckle frames 1 is at least two, and at least two coil buckle frames 1 are connected through the horizontal telescopic inclined rod 20. The number of the spiral buckling frames 1 is preferably double, and the spiral buckling frame matrix 4 is formed after the horizontal telescopic diagonal rods 20 are connected with the spiral buckling frames 1. The technical effect is that the basement with various sizes can be reasonably adapted, the basement structure is particularly suitable for large basements, the difficulty in construction design is effectively reduced, and the technical bottleneck caused by the fact that the modulus is fixed and cannot be adjusted when the tray buckling frame is paved in an all-dimensional mode is avoided.
In summary, in the prior art, the modulus of the gear-setting adjusting rod is fixed and cannot be adjusted, so that the technical bottleneck of the design of engineers is caused, the support problem of concrete pouring of the basement is solved by adopting the innovative disc buckling frame, namely, the first gear adjusting rod, the second gear adjusting rod and the horizontal telescopic diagonal rod are mutually matched, so that the structure of the plate buckle frame forms a trapezoidal bulge towards the edge of the building body, the size of the inclined edge of the trapezoid bulge is flexibly adjustable, and forms a proper angle with the edge of the support column to avoid the influence of the support column, thereby the clearance between the disc buckle frame and the building body is reduced, the area of the rectangular area, namely the protection area is reduced to be just suitable for the operation of workers without wasting space, the stability of support and workman's operating space can be compromise simultaneously, not only show the concrete strength that has promoted the pouring but also warp can not appear leaking the thick liquid.
In the description of the present invention, it is to be understood that the terms "center", "longitudinal", "lateral", "length", "width", "thickness", "upper", "lower", "front", "rear", "left", "right", "vertical", "horizontal", "top", "bottom", "inner", "outer", "clockwise", "counterclockwise", and the like, indicate orientations and positional relationships based on those shown in the drawings, and are used only for convenience of description and simplicity of description, and do not indicate or imply that the device or element being referred to must have a particular orientation, be constructed and operated in a particular orientation, and thus, should not be considered as limiting the present invention.
Furthermore, the terms "first", "second" and "first" are used for descriptive purposes only and are not to be construed as indicating or implying relative importance or implicitly indicating the number of technical features indicated. Thus, a feature defined as "first" or "second" may explicitly or implicitly include one or more of that feature. In the description of the present invention, "a plurality" means two or more unless specifically defined otherwise.
In the present invention, unless otherwise expressly stated or limited, the terms "mounted," "connected," "secured," and the like are to be construed broadly and can, for example, be connected or detachably connected or integrated; can be mechanically or electrically connected; they may be directly connected or indirectly connected through intervening media, or may be connected through the use of two elements or the interaction of two elements. The specific meanings of the above terms in the present invention can be understood according to specific situations by those of ordinary skill in the art.
In the present invention, unless otherwise expressly stated or limited, "above" or "below" a first feature means that the first and second features are in direct contact, or that the first and second features are not in direct contact but are in contact with each other via another feature therebetween. Also, the first feature being "on," "above" and "over" the second feature includes the first feature being directly on and obliquely above the second feature, or merely indicating that the first feature is at a higher level than the second feature. A first feature being "under," "below," and "beneath" a second feature includes the first feature being directly under and obliquely below the second feature, or simply meaning that the first feature is at a lesser elevation than the second feature.
In the description of the specification, reference to the description of "one embodiment," "some embodiments," "an example," "a specific example," or "some examples" or the like means that a particular feature, structure, material, or characteristic described in connection with the embodiment or example is included in at least one embodiment or example of the invention. In this specification, the schematic representations of the terms used above should not be understood to necessarily refer to the same embodiment or example. Furthermore, the particular features, structures, materials, or characteristics described may be combined in any suitable manner in any one or more embodiments or examples. Furthermore, various embodiments or examples described in this specification can be combined and combined by one skilled in the art.
It will be apparent to those skilled in the art that various changes and modifications may be made in the present invention without departing from the spirit and scope of the invention. Thus, while the invention has been described with respect to the above-described embodiments, it will be understood that the invention is not limited thereto but may be embodied with various modifications and changes.
While the invention has been described with reference to specific embodiments thereof, 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 as defined by the appended claims. Therefore, the protection scope of the present invention shall be subject to the protection scope of the claims.
Claims (10)
1. A disc buckle frame is characterized by being applied to a basement, wherein the basement comprises supporting columns and a floor, the disc buckle frame comprises a plurality of frame body units which are sequentially connected in a stacked mode, and each frame body unit comprises two first gear adjusting rods, two second gear adjusting rods and four horizontal telescopic oblique rods;
the floor is rectangular and comprises two first opposite sides, two second opposite sides, a protection area and an adjusting rod area, wherein the protection area and the adjusting rod area are sequentially arranged from the outer edge of the floor to the inside; the supporting columns are rectangular, the number of the supporting columns is four, and the four supporting columns are respectively arranged at four corners of the floor;
the two first positioning adjusting rods are respectively positioned in the adjusting rod areas on the inner sides of the two first opposite sides of the floor, and the length of each first positioning adjusting rod is smaller than that of the first opposite side; the two second fixed gear adjusting rods are respectively positioned in adjusting rod areas at the inner sides of the two second opposite sides of the floor, and the length of each second fixed gear adjusting rod is smaller than that of the second opposite side; the four horizontal telescopic inclined rods sequentially connect the two first fixed-gear adjusting rods and the two second fixed-gear adjusting rods end to form a closed octagon;
the horizontal telescopic inclined rod is telescopic so as to adjust the positions of the first gear adjusting rod and the second gear adjusting rod in the adjusting rod area.
2. The disc buckle holder according to claim 1, wherein:
the distance between the horizontal telescopic diagonal rod and the support column is 0-100 mm.
3. The disc buckle holder according to claim 2, wherein:
the basement also comprises a first building body and a second building body;
one side of the supporting column is connected with the first building body, and the other side of the supporting column is connected with the second building body;
the first gear adjusting rod is parallel to the first building body;
the second gear adjusting rod is parallel to the second building body.
4. The disc buckle holder according to claim 3, wherein:
the width of the protection region is 250-350 mm.
5. The disc buckle holder according to claim 4, wherein:
the width of the adjusting rod area is 80-120 mm.
6. The disc buckle holder according to claim 1, wherein:
the first gear adjusting rod comprises a plurality of first standard rods which are connected in sequence;
the second fixed gear adjusting rod comprises a plurality of second standard rods which are connected in sequence.
7. The disc buckle holder according to claim 1, wherein:
the included angle between the first gear adjusting rod and the horizontal telescopic inclined rod is 30-60 degrees;
the included angle between the second fixed gear adjusting rod and the horizontal telescopic inclined rod is 30-60 degrees.
8. The disc buckle holder according to claim 1, wherein:
the first gear adjusting rod, the second gear adjusting rod and the horizontal telescopic diagonal rod are all parallel to the floor.
9. The disc buckle holder according to claim 2, wherein:
the length of the horizontal telescopic inclined rod can be adjusted to 300-600 mm.
10. A disk fastener frame matrix, its characterized in that:
the disc buckle frame comprises at least two disc buckle frames according to any one of claims 1 to 9, and at least two disc buckle frames are connected through a horizontal telescopic oblique rod.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202210430485.2A CN114922418A (en) | 2022-04-22 | 2022-04-22 | Frame is detained to dish and a dish is detained frame matrix |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202210430485.2A CN114922418A (en) | 2022-04-22 | 2022-04-22 | Frame is detained to dish and a dish is detained frame matrix |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN114922418A true CN114922418A (en) | 2022-08-19 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202210430485.2A Pending CN114922418A (en) | 2022-04-22 | 2022-04-22 | Frame is detained to dish and a dish is detained frame matrix |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN114922418A (en) |
Citations (10)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| DE3532999A1 (en) * | 1985-09-16 | 1987-04-23 | Hirsch Josef Dipl Ing Fh | Mounting shuttering for producing hexagonal or dodecahedral reinforced-concrete containers comprising prefabricated walls |
| CN101158229A (en) * | 2007-11-06 | 2008-04-09 | 成志全 | Scaffold plug-fastening rotating extensible arm |
| CN201738566U (en) * | 2009-12-08 | 2011-02-09 | 中国建筑第八工程局有限公司 | Shaped steel beam applicable to system for horizontally supporting templates |
| CN207453461U (en) * | 2017-11-21 | 2018-06-05 | 中国建筑土木建设有限公司 | A kind of supporting rack |
| KR20180090228A (en) * | 2018-07-20 | 2018-08-10 | 김종영 | Corner structure of scaffold apparatus |
| CN109610819A (en) * | 2018-12-04 | 2019-04-12 | 中国十七冶集团有限公司 | One kind removable return back to top support system and construction method |
| CN110259112A (en) * | 2019-07-10 | 2019-09-20 | 吴士传 | The fast inserting combined type of locating rod supports by force cross beam waffle plate |
| CN212957530U (en) * | 2020-05-20 | 2021-04-13 | 重庆业康金属表面热处理有限责任公司 | Socket type disc buckle type scaffold |
| CN112761292A (en) * | 2021-03-01 | 2021-05-07 | 中建八局发展建设有限公司 | Construction method for prefabricated ribbed cavity floor slab |
| CN213297062U (en) * | 2020-07-29 | 2021-05-28 | 张君辉 | Building safety construction strutting arrangement |
-
2022
- 2022-04-22 CN CN202210430485.2A patent/CN114922418A/en active Pending
Patent Citations (10)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| DE3532999A1 (en) * | 1985-09-16 | 1987-04-23 | Hirsch Josef Dipl Ing Fh | Mounting shuttering for producing hexagonal or dodecahedral reinforced-concrete containers comprising prefabricated walls |
| CN101158229A (en) * | 2007-11-06 | 2008-04-09 | 成志全 | Scaffold plug-fastening rotating extensible arm |
| CN201738566U (en) * | 2009-12-08 | 2011-02-09 | 中国建筑第八工程局有限公司 | Shaped steel beam applicable to system for horizontally supporting templates |
| CN207453461U (en) * | 2017-11-21 | 2018-06-05 | 中国建筑土木建设有限公司 | A kind of supporting rack |
| KR20180090228A (en) * | 2018-07-20 | 2018-08-10 | 김종영 | Corner structure of scaffold apparatus |
| CN109610819A (en) * | 2018-12-04 | 2019-04-12 | 中国十七冶集团有限公司 | One kind removable return back to top support system and construction method |
| CN110259112A (en) * | 2019-07-10 | 2019-09-20 | 吴士传 | The fast inserting combined type of locating rod supports by force cross beam waffle plate |
| CN212957530U (en) * | 2020-05-20 | 2021-04-13 | 重庆业康金属表面热处理有限责任公司 | Socket type disc buckle type scaffold |
| CN213297062U (en) * | 2020-07-29 | 2021-05-28 | 张君辉 | Building safety construction strutting arrangement |
| CN112761292A (en) * | 2021-03-01 | 2021-05-07 | 中建八局发展建设有限公司 | Construction method for prefabricated ribbed cavity floor slab |
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