CN112240070A - Assembly structure of ribbed floor - Google Patents
Assembly structure of ribbed floor Download PDFInfo
- Publication number
- CN112240070A CN112240070A CN202011246589.5A CN202011246589A CN112240070A CN 112240070 A CN112240070 A CN 112240070A CN 202011246589 A CN202011246589 A CN 202011246589A CN 112240070 A CN112240070 A CN 112240070A
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- clamping
- frame body
- formwork
- formworks
- ribbed floor
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- 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
-
- 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
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- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Physics & Mathematics (AREA)
- Electromagnetism (AREA)
- Mechanical Engineering (AREA)
- Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)
Abstract
The invention provides a dense rib floor splicing structure which comprises a frame body, a buckle component and a plurality of formworks; the buckle component is arranged on the upper end surface of the frame body, and a plurality of clamping blocks are formed on the upper end surface of the buckle component away from the frame body; the bottom surfaces of the open ends of the plurality of formworks are arranged on the upper end surface of the frame body along the horizontal direction, the bottom surfaces of the open ends of the formworks are provided with clamping grooves matched with the clamping blocks, and the clamping grooves are clamped with the clamping blocks so as to connect the adjacent formworks together through the clamping components; the scheme provided by the invention can effectively avoid the damage of the formwork, cancel the formwork between the frame body and the formwork, accelerate the installation progress of the formwork, ensure the forming effect of the ribbed floor, save a large amount of formwork materials and labor, and effectively reduce the construction cost.
Description
Technical Field
The invention belongs to the technical field of assembling of ribbed floors, and particularly relates to an assembling structure of a ribbed floor.
Background
In the present widely used construction technology of the ribbed floor, the ribbed floor produced by manufacturers is an independent formwork, the connection and fixation between the independent formworks are not considered, and the following defects exist:
1. nails are generally driven into the formwork to be connected with a bamboo plywood or other formworks below the formwork on site, so that the formwork is damaged, and after the formwork is recycled, the number of nail holes on the edge is large, so that the concrete pouring and forming effect of the ribbed floor is poor;
2. the abutted seams exist between two adjacent formwork rib beams, and are mostly embedded by adopting foam boards or formwork battens at present, so that the integrity of the formworks is damaged, and the caulking materials used at the abutted seam positions between the formworks are cut and processed on site, so that the specifications are different, the caulking is not compact, and the forming effect of pouring concrete is poor;
3. the shuttering is fixed with the lower shuttering by nails, and is difficult to remove after the dense rib floor is formed;
4. bamboo plywood or other formworks are fully paved above the formwork supporting frame body (primary and secondary keels), and the formwork is paved above the formwork, so that the effect of the formwork is greatly reduced, but the usage amount of the formwork is still large, and serious material waste is caused.
Based on the technical problems existing in the construction process of the ribbed floor, no relevant solution is provided; there is therefore a pressing need to find effective solutions to the above problems.
Disclosure of Invention
The invention aims to provide a multi-ribbed floor splicing structure aiming at the defects in the prior art and aims to solve one of the problems of poor forming effect, inconvenience in disassembly and assembly and high cost of a formwork in the construction process of the existing multi-ribbed floor.
The invention provides a dense rib floor splicing structure which comprises a frame body, a buckle component and a plurality of formworks; the buckle component is arranged on the upper end surface of the frame body, and a plurality of clamping blocks are formed on the upper end surface of the buckle component away from the frame body; the bottom surfaces of the open ends of the plurality of the formworks are arranged on the upper end surface of the frame body along the horizontal direction, the bottom surfaces of the open ends of the formworks are provided with clamping grooves matched with the clamping blocks, and the clamping grooves are clamped with the clamping blocks so that the adjacent formworks are connected together through the clamping components.
Furthermore, a bottom plate is arranged around the opening end of the formwork, and the clamping groove is arranged on the bottom surface of the bottom plate; the clamping components comprise strip-shaped clamping components, the strip-shaped clamping components comprise rectangular lining plates, the upper end surfaces of the lining plates are provided with middle prismatic tables along the middle positions, the middle prismatic tables are of long strip-shaped structures, and the clamping blocks are symmetrically arranged on the upper end surfaces of the lining plates along the middle prismatic tables; the clamping block of the strip-shaped clamping component is clamped in the clamping groove of the bottom plate.
Furthermore, the clamping component also comprises a square clamping component, the square clamping component comprises a quadrilateral lining plate, a cross-shaped terrace is arranged on the upper end surface of the quadrilateral lining plate along the central position, and the clamping block is arranged on the upper end surface of the lining plate and is positioned in four areas divided by the cross-shaped terrace; the square buckle component is respectively clamped in the clamping grooves of the folded angles of the bottom plates of the four formworks through the clamping blocks in the four areas, so that the four formworks are connected together.
Further, the width of the lining plate is greater than or equal to 200 mm; the fixture block is convexly arranged on the lining plate, the clamping groove is inwards concaved on the bottom surface of the bottom plate, and the structure of the fixture block is matched with that of the clamping groove.
Furthermore, the horizontal section of each clamping block on the square clamping component is of a triangular structure, and one area of the square clamping component comprises two clamping blocks, and a gap is formed between the two clamping blocks; and/or the horizontal section of the fixture block on the strip-shaped buckle component is of a rectangular structure or a trapezoidal structure.
Furthermore, a plurality of secondary keels are arranged on the frame body along the horizontal direction of the horizontal plane, a main keel is arranged on the frame body along the longitudinal direction of the horizontal plane, the main keel is arranged at the bottom of the secondary keels, and the plurality of secondary keels are connected together; the plurality of formworks are arranged on the upper end surface of the secondary keel.
Further, the support body includes many support body pole settings and many support body horizon bars, and the support body pole setting sets up side by side along vertical direction, and the both ends of support body horizon bar are connected respectively on two adjacent support body pole settings along the horizontal direction.
Furthermore, the main keel is a channel steel, and the secondary keel is a square tube; the interval between adjacent secondary joist is 100 mm.
Furthermore, the top of each frame body vertical rod is provided with a U-shaped top support, and two ends of each main keel are respectively arranged in the U-shaped top supports at the tops of the two adjacent frame body vertical rods.
Further, the buckle component is made of the same material as the formwork; the mould shell is a plastic mould shell.
According to the scheme provided by the invention, a manufacturer processes a set of prefabricated buckle components matched with the formwork according to the size of the formwork, the prefabricated buckle components are directly assembled during site construction, and adjacent formworks are assembled into a whole through the buckle components, so that the formwork can be prevented from being damaged, and the forming effect of the dense rib plates at the later stage can be ensured; and the system formed by the prefabricated buckle component and the formwork is completely stressed, a template required by construction at the current stage can be omitted, and a large amount of manpower and material resources are saved.
The invention provides a dense-rib floor assembling structure, which is characterized in that building block type assembling is carried out between independent formworks, caulking of foam boards or battens between rib beams of the formworks is cancelled, the forming effect of dense-rib floors is ensured, a template below the formworks can be cancelled, a large amount of materials are saved, the later-stage formwork dismantling of the dense-rib floors is simpler, and the material-saving and labor-saving assembling type assembling of the dense-rib floors is realized.
Drawings
The present invention will be described in further detail with reference to the accompanying drawings and specific embodiments.
The invention will be further explained with reference to the drawings, in which:
FIG. 1 is a perspective view of a formwork arrangement of the present invention;
FIG. 2 is a bottom view of a formwork arrangement of the present invention;
FIG. 3 is a plan view of the strip fastener member of the present invention;
FIG. 4 is a perspective view of a strip fastener member of the present invention;
FIG. 5 is a plan view of a square fastener member of the invention;
FIG. 6 is a perspective view of a square buckle member of the present invention;
FIG. 7 is a schematic plan view of the connection between the formwork and the fastener member according to the present invention;
FIG. 8 is a front view of an assembled ribbed floor structure of the present invention;
fig. 9 is a perspective view of a ribbed floor assembly structure of the present invention.
In the figure: 1-a mould shell; 2, a clamping groove; 3-a strip-shaped fastener member; 4-square snap member; 5, clamping blocks; 6, lining plates; 7-middle terrace with edge; 8-secondary keel; 9-main keel; 10-U-shaped jacking; 11-erecting a frame body; 12-horizontal bar of the frame body; 13-a base plate; 14-a cross terrace with edge.
Detailed Description
In order to make the technical problems, technical solutions and advantageous effects to be solved by the present invention more clearly apparent, the present invention is further described in detail below with reference to the accompanying drawings and embodiments. It should be understood that the specific embodiments described herein are merely illustrative of the invention and are not intended to limit the invention.
It will be understood that when an element is referred to as being "secured to" or "disposed on" another element, it can be directly on the other element or be indirectly on the other element. When an element is referred to as being "connected to" another element, it can be directly connected to the other element or be indirectly connected to the other element.
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. The meaning of "a number" is one or more unless specifically limited otherwise.
In the description of the present invention, it is to be understood that the terms "upper", "lower", "front", "rear", "left", "right", and the like indicate orientations or positional relationships based on those shown in the drawings, and are only for convenience of description and simplicity of description, but do not indicate or imply that the referred device or element must have a specific orientation, be constructed in a specific orientation, and be operated, and thus, should not be construed as limiting the present invention.
In the description of the present invention, it should be noted that, unless otherwise explicitly specified or limited, the terms "mounted," "connected," and "connected" are to be construed broadly, e.g., as meaning either a fixed connection, a removable connection, or an integral connection; can be mechanically or electrically connected; either directly or indirectly through intervening media, either internally or in any other relationship. The specific meanings of the above terms in the present invention can be understood by those skilled in the art according to specific situations.
As shown in fig. 1 to 9, an embodiment of the present invention provides a multi-ribbed floor slab splicing structure, specifically including a frame body, a fastening member, and a plurality of formwork shells 1; the buckle component is arranged on the upper end surface of the frame body, and a plurality of clamping blocks 5 are formed on one end surface of the buckle component away from the frame body; the bottom surfaces of the open ends of the plurality of formworks 1 are arranged on the upper end surface of the frame body along the horizontal direction, the bottom surfaces of the open ends of the formworks 1 are provided with clamping grooves 2 matched with the clamping blocks, and the clamping grooves 2 are clamped with the clamping blocks 5 so as to connect the adjacent formworks 1 together through clamping components; further, the buckle component is made of the same material as the formwork 1; the formwork 1 is preferably a plastic formwork; specifically, the buckle component is arranged on the upper end face of the frame body along the horizontal direction and is positioned at the bottom of the formwork 1; the clamping block 5 at one side of the clamping component is clamped in the clamping groove 2 of one formwork 1 through the upper end surface (namely, when the clamping component is arranged on the frame body, the end surface far away from the frame body is the upper end surface), and the clamping block 5 at the other side of the upper end surface of the clamping component is clamped in the clamping groove 2 of the other adjacent formwork 1, so that the two adjacent formworks 1 are connected together; according to the assembling structure of the ribbed floor, the formworks can be assembled and connected through the prefabricated buckle components, the formworks are prevented from being damaged, the formworks between the frame body and the formworks can be eliminated, the mounting progress of the formworks can be accelerated, the forming effect of the ribbed floor can be ensured, a large amount of formwork materials and labor can be saved, and the project construction cost can be effectively reduced.
Optionally, in combination with the above solutions, as shown in fig. 1 to 9, bottom plates 13 are disposed around the opening end of the formwork 1, and the bottom plates 13 around the formwork form a hollow quadrilateral structure. It should be understood that the bottom plate 13 around the open end of the formwork 1 can be integrally formed with the formwork 1. For example, the sidewall of the open end of the mold shell 1 is a flanged portion formed by bending, i.e. a bottom plate around the open end. The clamping groove 2 is arranged on the bottom surface of the bottom plate, namely when the formwork is arranged on the frame body, one end surface of the bottom plate of the formwork, which is close to the frame body, is the bottom surface of the bottom plate; further, the buckle component comprises a strip-shaped buckle component 3, the strip-shaped buckle component 3 comprises a cuboid lining plate 6, a middle prismatic table 7 is arranged on the upper end face of the cuboid lining plate 6 along the middle position, the middle prismatic table 7 is convexly arranged on the upper end face of the lining plate 6, the middle prismatic table 7 is of a long strip-shaped structure, and the fixture blocks 5 are symmetrically arranged on the upper end face of the lining plate 6 along the middle prismatic table 7; by adopting the scheme, the clamping blocks 5 of the strip-shaped clamping components 3 are clamped in the clamping grooves 2 of the bottom plate, so that the splicing of two adjacent formworks 1 is realized.
Optionally, with reference to the above solutions, as shown in fig. 1 to 9, a bottom plate 13 is disposed at the bottom of the formwork 1, the bottom plate 13 is a hollow quadrilateral bottom plate, and the clamping groove 2 is disposed at a side edge of a bottom surface of the quadrilateral bottom plate; furthermore, the buckling component also comprises a square buckling component 4, the square buckling component 4 comprises a quadrilateral lining plate 6, a cross-shaped terrace 14 is arranged on the upper end surface of the quadrilateral lining plate 6 along the central position, and the fixture block 5 is arranged on the upper end surface of the lining plate 6 and is positioned in four areas divided by the cross-shaped terrace 14; adopt above-mentioned scheme for square buckle component 4 is in the draw-in groove 2 of four mould shell 1's bottom plate dog-ear respectively joint through the fixture block 5 in its four regions, thereby links together four mould shell 1, and four mould shell 1 form the mosaic structure of "field" style of calligraphy promptly.
Optionally, in combination with the above solutions, as shown in fig. 1 to 9, the width of the liner 6 is greater than or equal to 200 mm; the clamping blocks 5 are arranged on the lining plate 6 at intervals; and the fixture block 5 is convexly arranged on the lining plate 6, the clamping groove 2 is inwards recessed on the bottom surface of the bottom plate 13, and the structure of the fixture block 5 is matched with that of the clamping groove 2.
Optionally, with the above scheme, as shown in fig. 1 to 9, the horizontal section of the fixture block 5 on the square fastening member 4 is in a triangular structure, and one region of the square fastening member 4 includes two fixture blocks 5, and a gap is formed between the two fixture blocks 5, so that the fastening and the positioning can be conveniently performed, and the shaking caused by uneven stress of the assembly structure of the whole multi-ribbed floor can be avoided; further, the horizontal section of the latch 5 on the strip-shaped latch member 3 is a rectangular structure or a trapezoidal structure.
Optionally, in combination with the above solutions, as shown in fig. 1 to 9, a plurality of secondary joists 8 are arranged on the frame body along the horizontal direction, and a main joists 9 is arranged on the frame body along the horizontal direction, wherein the main joists 9 are arranged at the bottoms of the secondary joists 8 and connect the plurality of secondary joists 8 together, so as to form the frame body; further, a plurality of the formworks 1 are arranged on the upper end surface of the secondary keel 8; further, the main keel 9 is a channel steel, and the secondary keel 8 is a square tube; the distance between adjacent secondary keels 8 is 100mm, and the stress is guaranteed to be uniform.
Optionally, in combination with the above scheme, as shown in fig. 1 to 9, the rack body includes a plurality of rack body vertical rods 11 and a plurality of rack body horizontal rods 12, the rack body vertical rods 11 are arranged side by side along the vertical direction, and two ends of each rack body horizontal rod 12 are respectively connected to two adjacent rack body vertical rods 11 along the horizontal direction.
Optionally, in combination with the above scheme, as shown in fig. 1 to 9, the top of each frame body upright rod 11 is provided with a U-shaped top support 10, and the two ends of each main keel 9 are respectively arranged in the U-shaped top supports 10 at the tops of the two adjacent frame body upright rods 11, so that the frame body upright rods 11 can better support the formwork 1, and the main keels 9 are prevented from sliding.
Optionally, with the above solutions, as shown in fig. 1 to 9, the invention provides a multi-ribbed floor splicing structure, which realizes assembly connection between formworks, and solves the problems of difficulty in disassembly and assembly, material waste and poor molding effect in the existing formwork use and construction process; according to the scheme provided by the invention, the size specification of the clamping groove is arranged at the bottom of the formwork, the modularized buckling component is processed and manufactured, the buckling component is matched with the size specification of the formwork, the clamping block on the upper end surface of the buckling component can be seamlessly spliced with the clamping groove at the bottom of the formwork, the installation is simple, the later-stage disassembly is convenient, the formwork cannot be damaged, and the buckling component can be used along with the formwork in a turnover manner, so that the cost is reduced.
The embodiment of the invention provides a dense rib floor splicing structure, which comprises the following concrete implementation processes:
firstly, a prefabricated buckle component is processed and manufactured by a professional manufacturer according to the size specification of a clamping groove at the bottom of a formwork, the buckle component is divided into two forms, one form is a strip-shaped buckle component, and the buckle component consists of a lining plate at the bottom, a strip-shaped terrace with edges in the middle and clamping blocks at two sides and is used for splicing and fixing two adjacent formworks; the other is a square buckle component which consists of a liner plate with a square top, a cross-shaped terrace in the middle and four corner buckles and is used for splicing and fixing the middle splicing seam positions of the four formworks, the width of the liner plate at the bottom is more than or equal to 200mm, and the buckle component can be stably placed on the secondary keel with the spacing of 100mm to ensure that the stress is uniform;
secondly, during on-site construction, firstly, the primary and secondary keels are erected, the conventional bamboo plywood on the conventional secondary keel is omitted, and the formwork and the matched buckle component thereof are directly placed above the secondary keel;
thirdly, the single formwork is assembled and connected with four strip-shaped buckle components and corner square buckle components on the periphery of the single formwork, the single formwork is placed at a designated position, and then the formwork with independent periphery is assembled with the clamping blocks according to the clamping groove positions of the formwork; sequentially installing the large-face dense rib plate film shell system according to the method;
fourthly, after the formwork assembly is completed, checking the integrity and the accuracy of the plane position of the formwork, ensuring that the formwork is checked without errors, and then carrying out concrete pouring on the ribbed floor slab;
fifthly, after the strength of the concrete meets the requirement of the design form removal, the form and the buckle component thereof are removed, and the buckle component can be directly removed from the bottom during the removal due to the 'building block type' assembly between the form and the buckle component.
According to the scheme provided by the invention, a manufacturer processes a set of prefabricated buckle components matched with the formwork according to the size of the formwork, the prefabricated buckle components are directly assembled during site construction, and adjacent formworks are assembled into a whole through the buckle components, so that the formwork can be prevented from being damaged, and the forming effect of the dense rib plates at the later stage can be ensured; and the system formed by the prefabricated buckle component and the formwork is completely stressed, a template required by construction at the current stage can be omitted, and a large amount of manpower and material resources are saved.
The invention provides a dense-rib floor assembling structure, which is characterized in that building block type assembling is carried out between independent formworks, caulking of foam boards or battens between rib beams of the formworks is cancelled, the forming effect of dense-rib floors is ensured, a template below the formworks can be cancelled, a large amount of materials are saved, the later-stage formwork dismantling of the dense-rib floors is simpler, and the material-saving and labor-saving assembling type assembling of the dense-rib floors is realized.
The above description is only a preferred embodiment of the present invention, and is not intended to limit the present invention in any way. Those skilled in the art can make numerous possible variations and modifications to the described embodiments, or modify equivalent embodiments, without departing from the scope of the invention. Therefore, any modification, equivalent change and modification made to the above embodiments according to the technology of the present invention are within the protection scope of the present invention, unless the content of the technical solution of the present invention is departed from.
Claims (10)
1. A multi-ribbed floor splicing structure is characterized by comprising a frame body, a buckle component and a plurality of formworks (1); the buckle component is arranged on the upper end surface of the frame body, and a plurality of clamping blocks (5) are formed on the upper end surface of the buckle component, which is far away from the frame body; the bottom surface of the opening end of the formwork (1) is horizontally arranged on the upper end surface of the frame body, a clamping groove (2) matched with the clamping block (5) is formed in the bottom surface of the opening end of the formwork (1), the clamping groove (2) is clamped with the clamping block (5), and therefore the adjacent formworks (1) are connected together through the clamping component.
2. The splicing structure of a multi-ribbed floor system according to claim 1, wherein a bottom plate (13) is arranged around the opening end of the formwork (1), and the clamping groove (2) is arranged on the bottom surface of the bottom plate; the clamping components comprise strip-shaped clamping components (3), the strip-shaped clamping components (3) comprise cuboid lining plates (6), middle prismatic tables (7) are arranged on the upper end faces of the lining plates (6) along the middle positions, the middle prismatic tables (7) are of long strip-shaped structures, and the clamping blocks (5) are symmetrically arranged on the upper end faces of the lining plates (6) along the middle prismatic tables (7); the clamping block (5) of the strip-shaped clamping component (3) is clamped in the clamping groove (2) of the bottom plate.
3. The assembling structure of the multi-ribbed floor system according to claim 2, wherein the clamping member further comprises a square clamping member (4), the square clamping member (4) comprises a quadrilateral lining plate (6), a cross terrace (14) is arranged on the upper end surface of the quadrilateral lining plate (6) along the central position, and the clamping blocks (5) are arranged on the upper end surface of the lining plate (6) and located in four areas divided by the cross terrace (14); the square buckle components (4) are respectively clamped in the four clamping grooves (2) of the bottom plate break angles of the formwork through the clamping blocks (5) in the four areas of the square buckle components, so that the four formworks (1) are connected together.
4. The assembled structure of multi-ribbed floor system according to claim 3, wherein the width of the lining plate (6) is greater than or equal to 200 mm; the fixture block (5) is convexly arranged on the lining plate (6), the clamping groove (2) is inwards recessed on the bottom surface of the bottom plate (13), and the structure of the fixture block (5) is matched with that of the clamping groove (2).
5. The assembling structure of the multi-ribbed floor system according to claim 3, wherein the horizontal section of the fixture block (5) on the square buckle member (4) is in a triangular structure, one area of the square buckle member (4) comprises two fixture blocks (5), and a gap is formed between the two fixture blocks (5); and/or the horizontal section of the clamping block (5) on the strip-shaped clamping component (3) is of a rectangular structure or a trapezoidal structure.
6. The multi-ribbed floor splicing structure according to any one of claims 1 to 5, wherein a plurality of secondary keels (8) are arranged on the frame body along the horizontal direction, main keels (9) are arranged on the frame body along the horizontal direction, the main keels (9) are arranged at the bottoms of the secondary keels (8), and the plurality of secondary keels (8) are connected together; the formworks (1) are arranged on the upper end face of the secondary keel (8).
7. The assembled structure of the multi-ribbed floor system according to claim 6, wherein the frame body comprises a plurality of frame body vertical rods (11) and a plurality of frame body horizontal rods (12), the frame body vertical rods (11) are arranged side by side along the vertical direction, and two ends of each frame body horizontal rod (12) are respectively connected to two adjacent frame body vertical rods (11) along the horizontal direction.
8. The splicing structure of the multi-ribbed floor system according to claim 6, wherein the main keel (9) is a channel steel, and the secondary keel (8) is a square tube; the distance between the adjacent secondary keels (8) is 100 mm.
9. The splicing structure of the multi-ribbed floor system according to claim 7, wherein a U-shaped jacking (10) is arranged at the top of each frame body upright rod (11), and two ends of each main keel (9) are respectively arranged in the U-shaped jacking (10) at the top of each two adjacent frame body upright rods (11).
10. The assembly structure of a multi-ribbed floor according to claim 1, wherein the snap member is made of the same material as the formwork (1); the formwork (1) is a plastic formwork.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202011246589.5A CN112240070A (en) | 2020-11-10 | 2020-11-10 | Assembly structure of ribbed floor |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202011246589.5A CN112240070A (en) | 2020-11-10 | 2020-11-10 | Assembly structure of ribbed floor |
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| Publication Number | Publication Date |
|---|---|
| CN112240070A true CN112240070A (en) | 2021-01-19 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202011246589.5A Pending CN112240070A (en) | 2020-11-10 | 2020-11-10 | Assembly structure of ribbed floor |
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| CN (1) | CN112240070A (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN112982774A (en) * | 2021-04-20 | 2021-06-18 | 阿博建材（昆山）有限公司 | Construction method for forming multi-ribbed floor based on quick-assembly type keel formwork combined template |
| CN115405092A (en) * | 2022-09-24 | 2022-11-29 | 宣城市政建设集团有限公司 | Assembled close rib roof beam template device |
| CN117846283A (en) * | 2024-03-04 | 2024-04-09 | 山东鼎泰建设项目管理有限公司 | Widening shuttering device |
-
2020
- 2020-11-10 CN CN202011246589.5A patent/CN112240070A/en active Pending
Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN112982774A (en) * | 2021-04-20 | 2021-06-18 | 阿博建材（昆山）有限公司 | Construction method for forming multi-ribbed floor based on quick-assembly type keel formwork combined template |
| CN115405092A (en) * | 2022-09-24 | 2022-11-29 | 宣城市政建设集团有限公司 | Assembled close rib roof beam template device |
| CN115405092B (en) * | 2022-09-24 | 2024-03-29 | 宣城市政建设集团有限公司 | Assembled dense rib beam template device |
| CN117846283A (en) * | 2024-03-04 | 2024-04-09 | 山东鼎泰建设项目管理有限公司 | Widening shuttering device |
| CN117846283B (en) * | 2024-03-04 | 2024-05-24 | 山东鼎泰建设项目管理有限公司 | Widening shuttering device |
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