CN113530219A - Novel floor slab framework, floor slab and manufacturing method thereof - Google Patents

Novel floor slab framework, floor slab and manufacturing method thereof Download PDF

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Publication number
CN113530219A
CN113530219A CN202110759997.9A CN202110759997A CN113530219A CN 113530219 A CN113530219 A CN 113530219A CN 202110759997 A CN202110759997 A CN 202110759997A CN 113530219 A CN113530219 A CN 113530219A
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CN
China
Prior art keywords
support
floor slab
supporting
frame
template
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Pending
Application number
CN202110759997.9A
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Chinese (zh)
Inventor
李新华
吴貞
张军
孙广英
孙奕嘉
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Individual
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Individual
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Filing date
Publication date
Application filed by Individual filed Critical Individual
Priority to CN202110759997.9A priority Critical patent/CN113530219A/en
Publication of CN113530219A publication Critical patent/CN113530219A/en
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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
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B5/00—Floors; Floor construction with regard to insulation; Connections specially adapted therefor
    • E04B5/16—Load-carrying floor structures wholly or partly cast or similarly formed in situ
    • E04B5/32—Floor structures wholly cast in situ with or without form units or reinforcements
    • E04B5/36—Floor structures wholly cast in situ with or without form units or reinforcements with form units as part of the floor
    • E04B5/38—Floor structures wholly cast in situ with or without form units or reinforcements with form units as part of the floor with slab-shaped form units acting simultaneously as reinforcement; Form slabs with reinforcements extending laterally outside the element
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
    • E04G11/00—Forms, shutterings, or falsework for making walls, floors, ceilings, or roofs
    • E04G11/36—Forms, shutterings, or falsework for making walls, floors, ceilings, or roofs for floors, ceilings, or roofs of plane or curved surfaces end formpanels for floor shutterings
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
    • E04G11/00—Forms, shutterings, or falsework for making walls, floors, ceilings, or roofs
    • E04G11/36—Forms, shutterings, or falsework for making walls, floors, ceilings, or roofs for floors, ceilings, or roofs of plane or curved surfaces end formpanels for floor shutterings
    • E04G11/38—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 for plane ceilings of concrete
    • 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
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
    • E04G17/00—Connecting or other auxiliary members for forms, falsework structures, or shutterings
    • E04G17/18—Devices for suspending or anchoring form elements to girders placed in ceilings, e.g. hangers

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  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Mechanical Engineering (AREA)
  • Physics & Mathematics (AREA)
  • Electromagnetism (AREA)
  • Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)

Abstract

The invention discloses a novel floor slab framework, a floor slab and a manufacturing method of the floor slab framework. The novel floor slab framework comprises a novel floor slab framework and is characterized by comprising a cross beam, a support frame, a template bearing platform and a template; the number of the cross beams is more than two, and the more than two cross beams are arranged at intervals; the supporting piece comprises a plurality of supporting frames, and a plurality of supporting rods are distributed in a triangular shape and arranged at intervals; the plurality of support rods are connected with the auxiliary ribs through the connecting plate or the connecting plate; the template bearing platform is detachably connected with the support frame; the template is erected on the template bearing platform. The novel floor slab framework, the floor slab and the manufacturing method thereof utilize the template bearing platform to be detachably connected with the support frame, the support frame supports the template bearing platform, the template bearing platform supports the template, and after cement is poured, the support frame, the template and the reinforcing ribs are bonded into a whole by the cement. The template bearing platform can be repeatedly used after being disassembled. The support piece can improve the strength of the support frame, and the construction process is stable and reliable.

Description

Novel floor slab framework, floor slab and manufacturing method thereof
Technical Field
The invention relates to a novel floor slab framework, a floor slab and a manufacturing method thereof.
Background
The traditional template has two types of disassembly and disassembly-free. The cost of the form is high because it is subjected to large impact and load forces. In the existing floor slab construction process, the formwork needs to bear the weight and impact force of cement, so the requirement on the manufacturing of the formwork is high, and the requirement on the strength of the formwork is also high. In addition, in the existing construction method, the used components for supporting the formwork are complex in structure, high in production cost or inconvenient to construct, and the construction cost is increased.
Disclosure of Invention
The invention aims to overcome the defects in the prior art and provides a novel floor slab framework, a floor slab and a manufacturing method thereof.
In order to achieve the above purpose, the invention is realized by the following technical scheme:
novel floor skeleton, its characterized in that includes:
the number of the cross beams is more than two, and the more than two cross beams are arranged at intervals;
the supporting pieces comprise a plurality of supporting frames, and a plurality of supporting rods are distributed in a triangular shape and arranged at intervals; the plurality of support rods are connected with the auxiliary ribs through the connecting plate or the connecting plate;
the template bearing platform is detachably connected with the support frame;
the template is erected on the template bearing platform.
According to one embodiment of the invention, the formwork platform comprises a support; the support frame comprises a connecting plate which is connected with two or more than two support rods; the yoke plate is detachably connected with the supporting piece.
According to one embodiment of the invention, the support frame has a length greater than the length of the support; the two ends of the support frame are respectively connected to the two cross beams, and the support piece is located between the two cross beams.
According to one embodiment of the invention, the ends of the support frame are inserted into the cross beam or are spanned on the outer surface of the cross beam; the support frame is arranged above the support piece.
According to one embodiment of the invention, a packing template is connected below the support frame, the packing template being located between the support frame and the support.
According to one embodiment of the invention, the number of the connecting plates is multiple, and the connecting plates are arranged at intervals along the length direction of the support frame.
According to one embodiment of the present invention, the support member includes a support member body and wings coupled to and protruding from the support member body in a lateral direction.
According to one embodiment of the invention, the support body is U-shaped in cross-section.
According to one embodiment of the invention, the two ends of the formwork are supported by two of the wings, respectively.
According to one embodiment of the invention, the wing plate is further provided with a detachable spacer.
A plurality of support rods in the support frame are connected through a plurality of connecting plates, and the plurality of connecting plates are arranged at intervals along the length direction of the support frame;
the support piece comprises a support piece main body and a wing plate, wherein the wing plate is connected with the support piece main body and protrudes out of the support piece main body along the transverse direction; the support has a downwardly facing opening;
a fastener extends through the support body and is removably connected to the yoke plate.
According to one embodiment of the present invention, the formwork platform further comprises a support frame disposed between the two supports; the supporting frame is supported by the supporting piece.
According to one embodiment of the present invention, the support member includes a support member body and wings coupled to the support member body and protruding from the support member body in a lateral direction; and two ends of the supporting frame are respectively supported on wing plates of the two supporting pieces.
According to one embodiment of the invention, the formwork is laid on the support frame.
According to one embodiment of the invention, the support frame is a grating plate, a grating frame or a bamboo mat.
According to one embodiment of the invention, the device further comprises reinforcing ribs, and the reinforcing ribs are laid on the supporting frame.
According to one embodiment of the invention, the formwork platform comprises a support; the length of the support frame is greater than that of the support piece; two ends of the support frame are respectively connected to the two cross beams, and the support piece is positioned between the two cross beams; the support frame is arranged above the support piece; the reinforcing rib is erected on the supporting frame.
The floor is characterized by comprising the novel floor framework and cement; and the cement is poured above the template, and the template, the beam and the support frame are bonded into a whole by the cement.
According to one embodiment of the invention, the formwork platform comprises a support member, the support frame is detachably connected with the support member, and the support member and the support frame are still detachably arranged after cement is poured.
According to one embodiment of the invention, a lightweight core rod is embedded in the cement.
A method of manufacturing a floor slab, comprising the steps of:
providing at least one group of cross beams, wherein each group of cross beams comprises two cross beams which are arranged at intervals;
providing a plurality of support frames, wherein two ends of each support frame are respectively connected to the two cross beams, and the support frames are arranged at intervals;
providing a template bearing platform, wherein the template bearing platform comprises a supporting piece and a supporting frame; the supporting frame is detachably connected with the supporting piece, the supporting piece is positioned between the two cross beams, and the supporting frame is positioned above the supporting piece;
providing a support frame, wherein the support frame is arranged between the two supporting pieces; two ends of the supporting frame are supported on the supporting piece;
providing a template, wherein the template is laid on the supporting frame; the two ends of the template are supported on the supporting pieces;
providing a reinforcing rib, wherein the reinforcing rib is erected on the supporting frame;
providing a core rod, wherein the core rod is laid on the reinforcing rib;
pouring cement, wherein the cement is poured above the template, and the cross beam, the support frame, the template, the reinforcing ribs and the core rod are bonded into a whole;
and removing the supporting piece from the supporting frame and removing the supporting frame.
The novel floor slab framework, the floor slab and the manufacturing method thereof have the advantages that the template bearing platform is detachably connected with the support frame, the support frame supports the template bearing platform, the template bearing platform supports the template, the support frame, the template and the reinforcing ribs are bonded into a whole by cement after the cement is poured, and the template bearing platform can be repeatedly used after being detached.
The supporting rods forming the supporting frame are connected through the auxiliary ribs and distributed in a triangular mode, and the supporting rods are stable and reliable after being connected. The yoke plate is arranged in the support frame, so that the support rods can be connected together, and a foundation for connection with the support piece can be provided. Be provided with between support frame and the support piece and fill the template, can avoid laying the unable below support frame and leading to cement to leak when laying the template on the support piece. The formwork bearing platform is detachably connected, cement is separated from the formwork, and therefore the cement is not in contact with the formwork bearing platform, the formwork bearing platform can be conveniently detached, the formwork bearing platform can be recycled after being detached, and construction is convenient. The support piece can improve the strength of the support frame, and the construction process is stable and reliable. The supporting frame and the template are supported by the supporting piece and can bear the load during cement pouring. The template isolates cement, which can prevent cement from falling off and can also prevent cement from bonding the supporting frame and the supporting piece, so that the supporting piece and the supporting frame can be conveniently detached and then recycled. The supporting piece is provided with the wing plate, and the end part of the supporting frame can be supported by the wing plate only by being lapped on the wing plate, so that the construction is convenient. The light core rod is arranged, so that the using amount of cement can be reduced, the weight of the floor slab is reduced, and the cost is saved. The support piece is provided with an opening, so that the support piece can be conveniently detached from the construction below. The wing plates are provided with detachable cushion blocks, and the cushion blocks can heighten the supporting frame to ensure that the template is flush with the filling template. Therefore, when the thickness of the supporting frame is smaller, the cushion block is arranged to ensure that the template is flush with the filling template, the thick supporting frame is not required to be arranged, and the use is more convenient and flexible.
Drawings
Fig. 1 is a schematic structural view of a novel floor slab framework in embodiment 1 of the present invention.
Fig. 2 is a schematic structural view of the novel floor slab framework of embodiment 1 of the present invention after the template is removed.
Fig. 3 is a schematic view of a connection structure of a support frame and a support member according to embodiment 1 of the present invention.
Fig. 4 is a schematic view of a supporting frame according to embodiment 1 of the present invention.
Fig. 5 is a schematic structural view of a support member according to embodiment 1 of the present invention.
Fig. 6 is a schematic view showing a floor structure according to embodiment 2 of the present invention, and fig. 5 shows a formwork support deck that has not been removed.
Detailed Description
The invention is described in detail below with reference to the attached drawing figures:
example 1
As shown in fig. 1 to 6, the novel floor slab framework 100 structurally includes at least one set of cross beams 110, a plurality of support frames 121, a formwork support platform 120, a formwork 140, and reinforcing ribs 150. The cross beam 110 serves the primary support function. The support frame 121 is used to support the formwork support platform 120. The template platform 120 is used to support the template 140. The form 140 serves to isolate the cement and prevent the cement from falling off. The reinforcing ribs 150 are embedded in the cement to form reinforced concrete, thereby improving the shearing resistance.
The number of beams 110 per set is two. The two beams 110 are spaced apart. The beam 110 serves to support other structural members. The number of the supporting frames 121 is two or more, and the supporting frames are arranged at intervals along the length direction of the beam 110. The support frame 121 is used to provide support for the template platform 120. Each support frame 120 is comprised of a plurality of support rods 124. The support rods 124 are arranged at intervals in a triangular distribution. In the example shown, the support frame 120 is composed of three support rods 124, and the three support rods 124 are distributed in a triangular shape. The support rods 124 are connected by secondary ribs 131. The support bracket 121 also includes a yoke plate 122. The two support rods 124 are connected by the connecting plate 122, and the connection mode can be welding or clamping. The two ends of the connecting plate 122 are respectively connected to two support rods 124. A plurality of yoke plates 122 are provided at intervals along the length direction of the support frame 121.
Template stage 120 includes supports 125 and a support frame 130. The supporting member 125 is used to directly bear the supporting frame 130 and enhance the strength of the supporting frame 121. The support frame 130 serves to support the formwork 140, prevent the formwork 140 from being crushed when cement is poured, and bear a load during the cement setting process.
In the example shown, the support 125 includes a support body 126 and a wing 127. The support body 126 has an opening 128. The support body 126 is formed by bending, and has a U-shaped, dovetail-shaped, or trapezoidal cross section. In the preferred example shown, the support body 126 is bent into a U-shape with the opening 128 facing downward. The wing plate 127 protrudes from the support body 126 in a lateral direction from the lower end of the support body 126. The two wings 127 extend in opposite directions. According to one embodiment of the present invention, the support 125 is formed by bending. The wings 127 are provided with removable spacers 132. The spacers 132 may be removed and replaced with spacers of different thicknesses.
The length of the support frame 121 is greater than the length of the support member 125. The supporting frame 121 is located above the supporting member 125. The yoke plate 122 is connected to the support 125 by fasteners 129. The fastener 129 may be of any suitable type. For example, the fastener 129 is a bolt and nut combination. Fasteners 129 extend through the support frame body 122 and the yoke plate 122 to removably connect the yoke plate 122 to the support body 126. Two ends of the supporting frame 121 are respectively lapped on the two cross beams 110. The support 125 is located between the two beams 110. Preferably, the length of the support 125 is less than the gap between the two beams 110, facilitating the removal of the support 125. A filling template 123 is arranged between the supporting frame 121 and the supporting member 125. Fasteners 129 pass through the support body 126, the caulk plate 123, and the yoke plate 122 to connect the three.
As shown in fig. 2, the supporting frame 130 is disposed between the two supporting members 130 for providing a support for the mold plate 140. The support frame 130 may be a grid or a bamboo mat or other available structure. The number of the support frames 130 may be one or more. As shown, the support frame 130 is a grid. The support frame 130 is mounted at both ends on spacers 132 of the wing 127. The wings 127 of the two support members 125 support the support frame 130 together. The supporting frame 130 located between the two supporting members 125 may be a plurality of supporting frames or one supporting frame.
As shown in fig. 1, the formwork 140 is laid on the support frame 130. The form 140 is used to isolate and hold the cement and prevent the cement from falling. The form 140 may be a suitable building form, such as a steel form, a wood form, a gypsum board, a cement board, or the like. The template 140 is supported by the support frame 130. The two ends of the template 140 can also be supported on the first wing plates 123 of the two support frames 121, and the template 140 is supported by the support frame 130 and the first wing plates 123 together. The template 140 may be a plurality of pieces or a single piece. The caulking plate 123 and the plate 140 together hold the cement to prevent the cement from leaking downward.
As shown in fig. 1, the novel floor slab framework of the present invention further includes a plurality of reinforcing ribs 150, and the plurality of reinforcing ribs 150 are erected on the supporting frame 121.
Example 2
As shown in fig. 6, the floor slab, which includes the novel floor slab framework 100 of example 1, further includes a lightweight core rod 160 and cement 170. In addition to the novel floor slab frame 100 of example 1, a lightweight core rod 160 is laid on the reinforcing ribs 150 and the form 140. The lightweight core rod 160 has a density less than cement. The light core rod 160 occupies space, reduces the consumption of cement and reduces the weight of the floor slab. Cement 170 is poured over form 140 and covers support frame 121, a portion of beam 110, reinforcing bars 150, and lightweight core rods 160. After the cement 170 is solidified, the caulked formwork 123, the formwork 140, the support frame 121, a part of the cross beam 110, the reinforcing rib 150, and the lightweight plug 160 are bonded together to form a floor slab.
A method of manufacturing a floor slab comprising the steps of:
as shown in fig. 1 to 5, at least one set of beams 110 is provided, each set of beams 110 includes two beams 110, and the two beams 110 are spaced apart;
providing a plurality of support frames 121, wherein each support frame 121 comprises a plurality of support rods 124, and the plurality of support rods 124 are distributed in a triangular shape; a plurality of support rods 124 are connected with the auxiliary ribs 131 through the connecting plate 122 or through the connecting plate 122, and two ends of the support frame 121 are erected on the cross beam 110; a plurality of support frames 121 are arranged at intervals along the length direction of the beam;
providing a template platform 120, the template platform 120 comprising a support 125 and a support frame 130; the yoke plate 122 is detachably connected to the supporting member 125, the supporting member 125 is located between the two cross beams 110, and the supporting frame 121 is located above the supporting member 125; a filling template 123 is arranged between the supporting frame 121 and the supporting piece 125; the support frame 130 is disposed between the two supports 125; the two ends of the supporting frame 130 are supported on the supporting pieces 125;
providing a template 140, wherein the template 140 is laid on the support frame 130;
providing a reinforcing rib 150, wherein the reinforcing rib 150 is erected on the supporting frame 121;
as shown in fig. 6, providing a mandrel 160, wherein the mandrel 160 is laid on the reinforcing bar 150;
pouring cement 170, wherein the cement 170 is poured above the formwork 140, and the beam 110, the support frame 121, the filling formwork 123, the formwork 140, the reinforcing ribs 150 and the core rods 160 are bonded into a whole;
the supporting members 125 are removed from the supporting frames 121, and the supporting frames 130 are removed.
The above embodiment is one possible solution, but the present invention is not limited to the above embodiment. For example, the support frame 121 may be directly lapped on the cross beam 110 at the end portion thereof, or may be inserted into the cross beam 110.
The novel floor slab framework, the floor slab and the manufacturing method thereof utilize the template bearing platform to be detachably connected with the support frame, the support frame supports the template bearing platform, the template bearing platform supports the template, and after cement is poured, the support frame, the template and the reinforcing ribs are bonded into a whole by the cement. The template bearing platform can be repeatedly used after being disassembled.
The supporting rods forming the supporting frame are connected through the auxiliary ribs and distributed in a triangular mode, and the supporting rods are stable and reliable after being connected. The yoke plate is arranged in the support frame, so that the support rods can be connected together, and a foundation for connection with the support piece can be provided. Be provided with between support frame and the support piece and fill the template, can avoid laying the unable below support frame and leading to cement to leak when laying the template on the support piece. The formwork bearing platform is detachably connected, cement is separated from the formwork, and therefore the cement is not in contact with the formwork bearing platform, the formwork bearing platform can be conveniently detached, the formwork bearing platform can be recycled after being detached, and construction is convenient. The support piece can improve the strength of the support frame, and the construction process is stable and reliable. The supporting frame and the template are supported by the supporting piece and can bear the load during cement pouring. The template isolates cement, which can prevent cement from falling off and can also prevent cement from bonding the supporting frame and the supporting piece, so that the supporting piece and the supporting frame can be conveniently detached and then recycled. The supporting piece is provided with the wing plate, and the end part of the supporting frame can be supported by the wing plate only by being lapped on the wing plate, so that the construction is convenient. The light core rod is arranged, so that the using amount of cement can be reduced, the weight of the floor slab is reduced, and the cost is saved. The support piece is provided with an opening, so that the support piece can be conveniently detached from the construction below. The wing plates are provided with detachable cushion blocks, and the cushion blocks can heighten the supporting frame to ensure that the template is flush with the filling template. Therefore, when the thickness of the supporting frame is smaller, the cushion block is arranged to ensure that the template is flush with the filling template, the thick supporting frame is not required to be arranged, and the use is more convenient and flexible.
The embodiments of the present invention are merely illustrative, and not restrictive, of the scope of the claims, and other substantially equivalent alternatives may occur to those skilled in the art and are within the scope of the present invention.

Claims (21)

1. Novel floor skeleton, its characterized in that includes:
the number of the cross beams is more than two, and the more than two cross beams are arranged at intervals;
the supporting pieces comprise a plurality of supporting frames, and a plurality of supporting rods are distributed in a triangular shape and arranged at intervals; the plurality of support rods are connected with the auxiliary ribs through the connecting plate or the connecting plate;
the template bearing platform is detachably connected with the support frame;
the template is erected on the template bearing platform.
2. A novel floor slab framework as defined in claim 1, wherein said formwork support platform includes support members; the support frame comprises a connecting plate which is connected with two or more than two support rods; the yoke plate is detachably connected with the supporting piece.
3. A novel floor slab framework as defined in claim 2, wherein the support frame length is greater than the support member length; the two ends of the support frame are respectively connected to the two cross beams, and the support piece is located between the two cross beams.
4. A novel floor slab framework as claimed in claim 3, wherein the ends of the support frames are inserted into the cross beams or are erected on the outer surfaces of the cross beams; the support frame is arranged above the support piece.
5. A novel floor slab framework as claimed in claim 2, wherein a caulk form is connected below the support frame, the caulk form being located between the support frame and the support member.
6. A novel floor slab framework as claimed in claim 2, wherein the number of said headers is plural and spaced along the length of said support frame.
7. A novel floor slab skeleton as claimed in claim 1, wherein the support member comprises a support member body and a wing plate connected to and projecting laterally from the support member body.
8. A novel floor slab skeleton as claimed in claim 7, wherein the support member body is U-shaped in cross-section.
9. A novel floor slab framework as claimed in claim 7, wherein the formwork is supported at each end by two of said flanges.
10. A novel floor slab framework as defined in claim 1, wherein: the wing plate is also provided with a detachable cushion block.
11. A novel floor slab framework as defined in claim 1, wherein:
a plurality of support rods in the support frame are connected through a plurality of connecting plates, and the plurality of connecting plates are arranged at intervals along the length direction of the support frame;
the support piece comprises a support piece main body and a wing plate, wherein the wing plate is connected with the support piece main body and protrudes out of the support piece main body along the transverse direction; the support has a downwardly facing opening;
a fastener extends through the support body and is removably connected to the yoke plate.
12. A novel floor slab framework as defined in claim 1, wherein said formwork support platform further comprises a support frame disposed between two of said support members; the supporting frame is supported by the supporting piece.
13. A novel floor slab framework as defined in claim 12, wherein said support member includes a support member body and a wing panel connected to and projecting laterally from said support member body; and two ends of the supporting frame are respectively supported on wing plates of the two supporting pieces.
14. A novel floor slab framework as defined in claim 12, wherein said formwork is laid on said support frame.
15. A novel floor frame as claimed in claim 12, wherein the support frame is a grating, a grating frame or a bamboo mat.
16. A novel floor slab framework as defined in claim 1, further comprising reinforcing bars laid on said support frames.
17. A novel floor slab framework as defined in claim 16, wherein said formwork support platform includes supports; the length of the support frame is greater than that of the support piece; two ends of the support frame are respectively connected to the two cross beams, and the support piece is positioned between the two cross beams; the support frame is arranged above the support piece; the reinforcing rib is erected on the supporting frame.
18. A floor comprising the novel floor skeleton of any one of claims 1 to 17 and cement; and the cement is poured above the template, and the template, the beam and the support frame are bonded into a whole by the cement.
19. A floor slab as claimed in claim 18, wherein the formwork support platform includes a support member, the support frame is detachably connected to the support member, and the support member and the support frame remain detachably arranged after the concrete is poured.
20. A floor slab as claimed in claim 18, wherein lightweight core rods are embedded in the cement.
21. A method of manufacturing a floor slab, comprising the steps of:
providing at least one group of cross beams, wherein each group of cross beams comprises two cross beams which are arranged at intervals;
providing a plurality of support frames, wherein two ends of each support frame are respectively connected to the two cross beams, and the support frames are arranged at intervals;
providing a template bearing platform, wherein the template bearing platform comprises a supporting piece and a supporting frame; the supporting frame is detachably connected with the supporting piece, the supporting piece is positioned between the two cross beams, and the supporting frame is positioned above the supporting piece;
providing a support frame, wherein the support frame is arranged between the two supporting pieces; two ends of the supporting frame are supported on the supporting piece;
providing a template, wherein the template is laid on the supporting frame; the two ends of the template are supported on the supporting pieces;
providing a reinforcing rib, wherein the reinforcing rib is erected on the supporting frame;
providing a core rod, wherein the core rod is laid on the reinforcing rib;
pouring cement, wherein the cement is poured above the template, and the cross beam, the support frame, the template, the reinforcing ribs and the core rod are bonded into a whole;
and removing the supporting piece from the supporting frame and removing the supporting frame.
CN202110759997.9A 2021-07-05 2021-07-05 Novel floor slab framework, floor slab and manufacturing method thereof Pending CN113530219A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN202110759997.9A CN113530219A (en) 2021-07-05 2021-07-05 Novel floor slab framework, floor slab and manufacturing method thereof

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN202110759997.9A CN113530219A (en) 2021-07-05 2021-07-05 Novel floor slab framework, floor slab and manufacturing method thereof

Publications (1)

Publication Number Publication Date
CN113530219A true CN113530219A (en) 2021-10-22

Family

ID=78126860

Family Applications (1)

Application Number Title Priority Date Filing Date
CN202110759997.9A Pending CN113530219A (en) 2021-07-05 2021-07-05 Novel floor slab framework, floor slab and manufacturing method thereof

Country Status (1)

Country Link
CN (1) CN113530219A (en)

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