WO2017107922A1 - 一种蜂窝柱、蜂窝梁、蜂窝楼板及蜂窝板式建筑 - Google Patents

一种蜂窝柱、蜂窝梁、蜂窝楼板及蜂窝板式建筑 Download PDF

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Publication number
WO2017107922A1
WO2017107922A1 PCT/CN2016/111312 CN2016111312W WO2017107922A1 WO 2017107922 A1 WO2017107922 A1 WO 2017107922A1 CN 2016111312 W CN2016111312 W CN 2016111312W WO 2017107922 A1 WO2017107922 A1 WO 2017107922A1
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Prior art keywords
honeycomb
panel
column
metal
flange
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PCT/CN2016/111312
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English (en)
French (fr)
Inventor
张跃
Original Assignee
张跃
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
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Publication date
Priority claimed from CN201510962445.2A external-priority patent/CN106894576A/zh
Priority claimed from CN201510962197.1A external-priority patent/CN106894572A/zh
Priority claimed from CN201510962317.8A external-priority patent/CN106894560A/zh
Priority claimed from CN201510962366.1A external-priority patent/CN106894575A/zh
Application filed by 张跃 filed Critical 张跃
Publication of WO2017107922A1 publication Critical patent/WO2017107922A1/zh

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    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
    • E04C2/00—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels
    • E04C2/30—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by the shape or structure
    • E04C2/34—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by the shape or structure composed of two or more spaced sheet-like parts
    • E04C2/36—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by the shape or structure composed of two or more spaced sheet-like parts spaced apart by transversely-placed strip material, e.g. honeycomb panels

Definitions

  • the present invention relates to the field of construction, and more particularly to a honeycomb column, a honeycomb beam, a honeycomb floor panel, and a honeycomb panel building.
  • building materials are particularly important, and building materials are combined to form beams, connecting plates, floors, columns, etc. in buildings.
  • a solid steel plate is generally used as a building substrate, and the high-strength property of steel is used to construct a house.
  • this method usually uses more materials. Although it can guarantee the strength of the building when used in high-rise buildings, it will bring problems such as heavy weight and waste of materials.
  • it has been proposed to replace the solid steel with a honeycomb form of steel, that is, to cut on a common I-shaped steel web or H-shaped steel by a certain fold line, and then shift the steel to a position and re-weld.
  • Honeycomb steel Compared with solid steel, this honeycomb steel saves 20% to 35% of the material under the same bearing capacity, making the weight lighter and the material utilization rate higher.
  • this form of honeycomb steel does not fully utilize the strength properties of the steel itself, resulting in an increase in structural strength.
  • document CN 202294826 U discloses an aluminum honeycomb floor which is lightweighted by filling aluminum honeycombs in the front and rear frames.
  • Document CN 103112202 A discloses a honeycomb panel which improves the overall structural strength by affixing a honeycomb core layer between two planks, but the overall strength of the honeycomb panel is still low and cannot withstand the weight of the house, and cannot be used.
  • the beam and column of the house; and the honeycomb panel uses adhesive to achieve the connection between the honeycomb core layer and the surface wood board, and the adhesive used may be affected by environmental influences such as moisture and aging.
  • Honeycomb metal sheets made of welding have the characteristics of light weight, material saving, durability and high strength, and can be widely used in various building structures.
  • the existing building structure is usually made of solid steel plate or cement.
  • the building structure itself has a large weight, a large material waste, and a long manufacturing cycle, which is difficult to meet the needs of modern people.
  • the building structure composed of honeycomb metal plates can solve the above problems and realize the functions of real-time assembly and modular combination.
  • the object of the present invention is to provide a honeycomb column, a honeycomb beam, a honeycomb floor panel and a honeycomb panel building which are material-saving, light-weight, high-strength and reliable, and can meet real-time assembly in order to overcome the above-mentioned deficiencies of the prior art.
  • honeycomb panel building of the invention adopts a honeycomb metal plate as a base material, and the honeycomb metal plate adopts a structure in which a metal honeycomb is welded in the middle of two metal panels, and a single piece or a plurality of honeycomb metal plates are used for building support.
  • Honeycomb columns, honeycomb beams for load-bearing and cellular slabs; honeycomb columns, honeycomb slabs and honeycomb beams are welded and/or threaded to each other to form a honeycomb panel building.
  • Honeycomb panel buildings mainly include honeycomb beams, honeycomb columns and honeycomb slabs.
  • the connection between the honeycomb columns and the honeycomb columns, the connection between the honeycomb columns and the honeycomb beams, the connection between the honeycomb beams and the cellular slabs, and the connection between the cellular slabs and the cellular slabs are finally assembled into Honeycomb panel building.
  • the honeycomb metal plate comprises a first panel, a honeycomb and a second panel, the honeycomb is a folded metal sheet; and the honeycomb is provided with a weldment between the first panel and the second panel, the honeycomb and The first panel and the second panel are integrally joined by welding.
  • the honeycomb is integrally welded with the first panel and the second panel.
  • honeycomb and the first panel and the second panel are welded, and the sensitivity to environmental changes is very low, so the connection relationship is more reliable and longer lasting than the adhesive.
  • the honeycomb metal plate is applied to the cover building, the heat insulation, heat insulation, sound insulation and the like of each component are enhanced, and the overall strength of each component is improved, and the seismic performance is good.
  • the weldment may be, but not limited to, a copper foil, a stainless steel foil or an aluminum foil.
  • the honeycomb is a metal sheet folded into a plurality of through holes.
  • the through holes in the honeycomb may be arranged closely or in a spaced arrangement, preferably in a tight arrangement, so as to minimize the use of materials, reduce the weight of the honeycomb panels, and achieve environmental protection.
  • the honeycomb is a metal sheet folded into a plurality of through holes, and the honeycomb is integrally welded with the first panel and the second panel, so that the formed honeycomb metal sheet has the following advantages compared with the existing various sheets: (1) At the same strength, the material is the least; (2) The strength is the highest under the same weight. That is, the present invention forms a solid, strong and rigid whole under the use of a small, light material, thereby making the structure of the entire house lighter and the overall strength of the house being effectively improved.
  • the through hole is polygonal, corrugated or circular, and the polygon may be, but not limited to, a hexagon, a triangle, Quadrilateral, octagonal. It is preferably a regular hexagon, which has a relatively uniform force, a large strength, and is easy to manufacture.
  • the material of the first panel, the second panel and/or the honeycomb is one of stainless steel, glass reinforced plastic, carbon steel, titanium steel or aluminum alloy.
  • the honeycomb metal sheet is composed of stronger durability; the main reason is that the stainless steel material has the characteristics of no water and no rust, because the house needs to withstand rainwater. After washing, after being subjected to long-term rain washing, the steel frame structure of the house is easily eroded by rainwater. Stainless steel can prevent the steel frame from being rusted and rusted, thus prolonging the service life of the whole house. In theory, the entire house can be guaranteed to be permanent. .
  • the surface of the material should be treated with water resistance, such as electroplating and waterproofing.
  • the honeycomb column is composed of a plurality of honeycomb metal plates, and the shape of the honeycomb column may be, but not limited to, a triangular prism, a quadrangular prism, a pentagonal prism or a hexagonal prism.
  • a plurality of honeycomb metal sheets are welded and/or bolted to each other to form a honeycomb column.
  • the shape of the honeycomb column is preferably a hollow quadrangular prism, and further preferably a hollow quadrangular prism having a square cross section.
  • honeycomb metal sheets in the form of honeycomb metal sheets can save the material while ensuring that the entire honeycomb column has a light weight and a small pressure, which indirectly increases the structural strength of the entire honeycomb column.
  • the honeycomb column is divided into a thick column and a thin column according to the thickness of the first panel and the second panel.
  • the thickness of the first panel and the second panel is ⁇ .
  • the honeycomb column is a thick column; when ⁇ 6 mm, the honeycomb column is a thin column.
  • the choice of thick and thin columns is determined by the number of floors: when the floor is high, the honeycomb column is under less pressure, then the thin column should be selected, and the ⁇ value of the thin column decreases with the increase of the floor height; At lower temperatures, the honeycomb column is subjected to higher pressure, and a thick column should be selected, and the ⁇ value of the thick column increases as the floor height decreases.
  • the honeycomb column is assembled by the honeycomb metal plate to ensure that the overall force is absorbed and dispersed by the honeycomb in the honeycomb metal plate, thereby improving the strength of the overall honeycomb column.
  • honeycomb column and the honeycomb beam are connected by a groove flange;
  • the groove flange is a hollow structure, and the groove flange and the honeycomb column are connected by a beam and a screw, and the honeycomb beam is connected with the beam by a beam.
  • a honeycomb column of the present invention is constructed by interconnecting and/or bolting at least three honeycomb metal sheets to form a column structure.
  • the shape of the honeycomb column may be, but not limited to, a triangular prism, a quadrangular prism, a pentagonal prism, or a hexagonal prism.
  • a plurality of honeycomb metal sheets are welded and/or bolted to each other to form a building load-bearing honeycomb column.
  • the shape of the building-bearing honeycomb column is preferably a hollow quadrangular prism, and further preferably a hollow quadrangular prism having a square cross section, that is, four honeycomb metal plates are surrounded by a "mouth" shape.
  • the building load-bearing honeycomb column may also be a cylinder composed of a honeycomb metal plate.
  • the metal honeycomb panel comprises a first panel, a honeycomb and a second panel, the honeycomb is a folded-formed sheet, and the honeycomb is provided with a connecting layer between the first panel and the second panel.
  • the connecting layer is formed by brazing, electric resistance welding, laser welding or gluing, and the first panel and the second panel are connected to the honeycomb by brazing, electric resistance welding, laser welding or gluing.
  • first panel and/or the second panel are made of one of stainless steel, glass reinforced plastic, carbon steel, titanium steel, aluminum alloy or plastic.
  • the material of the sheet is one of stainless steel foil, aluminum foil, copper foil or plastic foil.
  • the materials of the first panel and the second panel and the honeycomb are the same metal.
  • first panel and the second panel are formed in a shape of a surrounding flange to enclose the honeycomb.
  • the upper end and the lower end of the building load-bearing honeycomb column are provided with reinforcing members; the reinforcing member at the upper end of the building-bearing honeycomb column is a column upper flange, and the reinforcing member at the lower end of the building load-bearing is a column lower flange.
  • the upper flange and the lower flange of the column are provided with a stamped convex structure.
  • the lower flange of the column is provided with a tilting seat for mounting bolts
  • the upper flange of the pillar is provided with a threaded hole having the same inclination angle as the inclined seat.
  • the upper flange and the lower flange are used to achieve the bolting between the two building load-bearing honeycomb columns: when the connection of the two building-bearing honeycomb columns is to be realized, the lower end of the other building-bearing honeycomb column is installed at The upper end of the existing building load-bearing honeycomb column is fixed to the threaded hole of the upper flange of the column of the lower building load-bearing column by screws passing through the inclined seat of the lower column flange of the upper building load-bearing column, thereby realizing two Installation of load-bearing honeycomb columns for buildings.
  • the upper column flange and the lower column flange are pluralityed, and are evenly distributed on the four sides of the lower end of the building load-bearing honeycomb column.
  • the spacing between the flanges on adjacent columns is preferably 100 mm.
  • the number of flanges on the column depends on the length of the four sides of the lower end of the load-bearing honeycomb column.
  • the position of the lower flange of the column and the flange on the column Relative position.
  • column upper flange and the lower column flange are provided with a stamped convex structure.
  • the column corner portion of the building-bearing honeycomb column is provided with a plurality of evenly distributed threaded holes, and the inner holes are welded in the threaded holes.
  • a plurality of evenly distributed bosses for tapping are provided in the load-bearing honeycomb column of the building, and the bosses are coaxial with the threaded holes.
  • the inner nut or the boss is used to realize the connection between the building load-bearing honeycomb column and the honeycomb beam, the connection between the building load-bearing honeycomb column and the honeycomb floor, and also for installing the girders, loading and unloading, lifting, etc.;
  • the inner nut or boss is installed on the load-bearing honeycomb column, which is also convenient for any height installation.
  • the spacing between adjacent two inner nuts or bosses in the same direction is 100 mm, and the installation of multiple inner nuts or bosses ensures the strength and reliability of the connection between the building load-bearing honeycomb columns and other building structures.
  • Honeycomb beams/boards and building-bearing honeycomb columns when building a connection between a building's load-bearing honeycomb columns and a honeycomb beam/board Align and then install the screws from the honeycomb beams/boards, and the screws are bolted to the inner nuts in the building's load-bearing honeycomb columns (or the screws are tapped with the bosses in the building's load-bearing honeycomb columns) Installation of load-bearing honeycomb columns and honeycomb beams/boards.
  • the two building load-bearing honeycomb columns can also be joined together by welding.
  • weldments are placed in advance at their joints and joined together by welding.
  • a honeycomb beam according to the present invention comprises a beam body formed by combining metal honeycomb panels, the plate ends of which are connected to the column, and the edge of the beam body is connected to the floor.
  • the combination of honeycomb panels in the form of metal honeycomb panels can save the material while ensuring the light weight of the entire honeycomb beam.
  • the weight is light, the response to earthquakes is small, which indirectly improves the structural strength of the entire honeycomb beam. strong ability.
  • the honeycomb beam is connected with the column and the floor, it is light in weight, easy to install and hoist, which greatly reduces the labor intensity and safety of construction workers.
  • the beam body is a "mouth"-shaped structure composed of two side girders and upper and lower beam plates, and the girders and beam plates are each composed of a metal honeycomb panel.
  • the two sides of the upper end of the beam body have a "convex" shape to form a double step, and a single step is received in a single side of the lower end of the beam body.
  • the upper and lower end receiving members of the beam body are separately provided, the thickness of the inner receiving member is larger than the thickness of the metal honeycomb panel on both sides, and the honeycomb core is disposed inside the upper and lower receiving members.
  • the panels of the metal honeycomb panels on both sides are formed in a shape of a peripherally folded edge to cover the beam body.
  • the metal honeycomb panel includes a first panel, a honeycomb layer and a second panel, the honeycomb layer is a folded-formed sheet; a connection layer is disposed between the honeycomb layer and the first panel and the second panel, The honeycomb layer is integrally joined to the first panel and the second panel by welding.
  • the connecting layer is formed by brazing, electric resistance welding, laser welding or gluing.
  • epoxy glue, polyurethane glue and the like can be used for the bonding.
  • honeycomb layer is a sheet folded into a plurality of through holes.
  • the through hole is polygonal, corrugated or circular, and the polygon may be, but not limited to, a hexagon, a triangle, a quadrangle, and an octagon. It is preferably a regular hexagon, which has a relatively uniform force, a large strength, and is easy to manufacture.
  • first panel and/or the second panel are made of one of stainless steel, glass reinforced plastic, carbon steel, titanium steel, aluminum alloy or plastic; the sheet is made of stainless steel foil, aluminum foil, copper foil or plastic. One of the foils.
  • the beam body and the column and the beam body and the floor plate are fastened by welding and/or bolting.
  • the joints are welded and bolted to ensure a stronger connection between the honeycomb beam and the column and the floor.
  • the inner cavity of the beam body is provided with at least one support plate for improving the overall strength.
  • the beam body is a hollow structure, and the weight is reduced.
  • a support plate is installed in the inner cavity of the beam body, and the support plate is preferably Metal honeycomb panel.
  • the support plate may be a piece, or may be arranged in a plurality of intervals or crosses, or may be other arrangements as long as the overall strength of the honeycomb beam can be strengthened; when the support plate is a piece, the thickness thereof is sufficiently large.
  • the support plate can be installed in a manner of, but not limited to, horizontal, vertical or oblique.
  • a connection manner between the beam body and the column is: the connection between the beam body and the column is welded with a connecting member, and each connecting member is provided with a mounting hole, and the beam body and the column are connected by a bolt assembly; One side of each connector is provided with a reserved space for facilitating the tightening of the bolt assembly.
  • the connecting member of the present invention may be disposed on the inner side edge of the metal honeycomb panel, or may be the outer side, preferably the inner measuring, which can save space and material, and is more stable than the outer side, which ensures the connection is reliable.
  • the strength can also strengthen the strength of the end of the metal honeycomb panel, so that the metal honeycomb panel is not easily deformed.
  • the bolt assembly When the honeycomb beam is connected with the column, the bolt assembly needs to be rotated. In order to ensure the stronger connection between the honeycomb beam and other building members, the bolt assembly must be placed inside the honeycomb beam, but it is not convenient to tighten inside the honeycomb beam. Therefore, the reserved space is set to speed up the construction and improve the construction quality.
  • connection manner of the beam body and the column is: the beam body and the column are connected by a flange.
  • the addition of a flange further enhances the strength and stability of the junction of the honeycomb beam and the column.
  • one way of flange connection is that the girders are connected to the uprights through a "U"-shaped beam flange, the "U"-shaped beam flanges are provided with holes on three sides, and the holes at the bottom are connected by bolts to the columns. The holes on both sides pass through the bolts and connect the girders.
  • the bottom of the "U" type beam flange is provided with a pallet for reinforcing the stability of the beam flange.
  • the beam body is provided with a beam flange
  • the column column is provided with a column flange adapted to the beam flange
  • the beam flange and the column flange are connected to the beam and the column through the bolt assembly.
  • the beam flange is a convex structure
  • the column flange is a groove structure adapted to the beam flange
  • the bolt assembly comprises a beam snail and a beam snail, the column flange and the column are connected by a beam snail, and the beam flange and the honeycomb beam are connected by a beam snail.
  • a spare mounting hole is arranged at a distance between the beam body and the floor, and a welding nut or tapping on the mounting hole is reserved. Since the building is installed with a honeycomb beam and then a floor slab, when the slab is connected to the honeycomb beam, the fixed honeycomb beam is fixed. The reserved mounting hole is already provided, and the welding nut or tapping on the mounting hole is reserved, so that when the floor is connected with the honeycomb beam, the floor plate only needs to be screwed into the reserved mounting hole, which is convenient for construction and time saving. Labor saving also increases the stability of the overall structure.
  • a mounting manner of the bolt assembly is: the mounting hole is an inclined mounting hole with an inclined surface, the bolt assembly is disposed obliquely, and the connecting portion of the column and the connecting member is provided with a reserved screw hole disposed obliquely
  • the bolt assembly is screwed into the reserved screw hole through the mounting hole for fixed connection; or the reserved space is provided with a slanted edge; or the reserved space forms a triangular space with the connecting member.
  • the bolt assembly is tilted to reduce the area of the reserved space. Since the reserved space is empty, the larger the area, the smaller the overall strength of the honeycomb beam, and the lower the safety of the building. The overall strength must be reduced.
  • the reserved space into a triangular space greatly reduces the area, improves the overall strength and rigidity of the honeycomb beam, and further improves the seismic performance of the building.
  • a plurality of reserved screw holes are already arranged on the fixed pillar, and a nut is welded on the reserved screw hole.
  • the honeycomb beam is connected with the column, only the bolt assembly needs to be screwed into the reserved screw hole through the mounting hole, which not only facilitates construction, saves time and labor, but also increases the stability of the overall structure.
  • the second mounting manner of the bolt assembly is: the bolt assembly is disposed in a horizontal direction, and the joint between the column and the connecting member is provided with a horizontally disposed reserved screw hole, and the bolt assembly is screwed into the pre-installation hole through the mounting hole. Leave the screw hole for a fixed connection.
  • a reinforcing member is disposed in the reserved space, and one end of the reinforcing member is connected to the connecting member, and the other end is connected between the metal honeycomb panels. Since the bolt assembly is horizontally placed, when the screw assembly is tightened, the reserved space needs to be increased, and the operator can tighten it. However, the increased space will reduce the overall strength of the honeycomb beam, so the reinforcing member is added in the reserved space.
  • the structural load-bearing capacity and tensile, compressive and shear resistance of the honeycomb beam are greatly improved, and the internal structure of the honeycomb beam is optimized to make the structure more stable.
  • the reinforcement member is welded between the connecting member and the metal honeycomb panel.
  • the reinforcing member when the reinforcing member is subjected to stress, it can be evacuated to the respective portions through the connecting member and the metal honeycomb panel, thereby reducing the stress of the reinforcing member and thereby increasing the overall strength of the structure.
  • the welding method is very sensitive to environmental changes and has a longer durability.
  • the reinforcement member includes a ⁇ -shaped groove and a groove.
  • the reinforcing member has a groove structure and has a certain thickness, which can better disperse the force and is beneficial to the enhancement of the overall performance of the honeycomb beam.
  • ⁇ -shaped grooves and grooves are stamped and formed to effectively reduce parts and components. Shorten the production cycle, save raw materials, and facilitate installation and disassembly.
  • one end of the groove is connected to the connecting member, and upper and lower ends of the groove are connected between the metal honeycomb panels.
  • the beam body comprises an inner beam set and a side beam set formed by a combination of metal honeycomb panels.
  • the inner beam set includes a first upper beam plate, a first lower beam plate, and a first inner beam connected between the first upper beam plate and the first lower beam plate.
  • the side beam group includes a second upper beam plate, a second lower beam plate, a second inner beam connected between the second upper beam plate and the second lower beam plate, and a side beam, the side beam receiving the first
  • the upper upper beam plate and the second lower beam plate extend out, and the extended portion is used for connecting the connecting plate for supporting the floor. Due to the long floor slab, the addition of the slab can increase the support strength of the slab and thus improve the overall stability.
  • first inner beam, the second inner beam and/or the side beam are provided with a notch for connecting the floor or the beam plate.
  • the connecting plate has a plurality of blocks arranged at intervals between adjacent side beam groups.
  • the thickness of the first panel and the second panel of the metal honeycomb panel are different.
  • the thickness ⁇ 1 of the first panel is greater than the thickness ⁇ 2 of the second panel.
  • the thickness ⁇ 1 of the first panel is: 2 ⁇ ⁇ 1 ⁇ 6 mm
  • the thickness ⁇ 2 of the second panel is: 0.5 ⁇ ⁇ 2 ⁇ 2 mm. Since the first panel is disposed on the outer side and the second panel is disposed in the inner measurement, the overall weight of the honeycomb beam is reduced under the premise of ensuring the overall strength of the honeycomb beam.
  • the thickness of the first panel and the second panel depends on the number of floors: when the floor is high, the honeycomb beam is less stressed, the thinner panel should be selected, and the values of ⁇ 1 and ⁇ 2 are the height of the floor. Increase and decrease; when the floor is lower, the honeycomb beam is subjected to higher pressure, then a thicker panel should be selected, and the values of ⁇ 1 and ⁇ 2 increase as the floor height decreases.
  • the connecting member is of a ⁇ type or a work type.
  • the connecting piece is a symmetrical structure, which is not only convenient for welding, but also easier to calculate its structural stress when calculating the force analysis of the honeycomb beam.
  • the connecting member may be integrally formed or may be a separate structure.
  • the connecting member of the ⁇ type may be a unitary structure, or the ⁇ type structure may be divided into upper and lower parts. Or it is a lateral side hook with a ⁇ structure. It will be appreciated that the connector may be of other construction.
  • the second panel is provided with at least four threaded holes, and a support member having the same number of threaded holes is installed between the first panel and the second panel, and the end of the support member is installed in the threaded hole of the second panel.
  • the support member mainly serves as a support for reinforcing the structural strength of the entire metal honeycomb panel.
  • the number of the support members is determined according to the size of the first panel and the second panel, but not less than four.
  • the first panel and the second panel are Four support members are mounted on the four corners of the plate to ensure that the support strength of the entire metal honeycomb panel is substantially the same; if the length of the first panel and the second panel is too large, the first panel and the second panel may be A plurality of support members are disposed on the inner side of the upper and lower sides to ensure that the support strength of the entire metal honeycomb panel is substantially the same in the vertical direction; if the width of the first panel and the second panel is too large, the first panel may be A plurality of support members are disposed on the inner side of the left and right sides of the second panel to ensure that the support strength of the entire metal honeycomb panel is substantially the same in the horizontal direction.
  • the invention further increases the support strength of the whole metal honeycomb panel by providing a plurality of support members on the first panel and the second panel on the basis of the welding of the first panel, the honeycomb layer and the second panel, and ensures the metal honeycomb panel Uniformity of support strength.
  • the support member is mounted in the threaded hole of the second panel by a nut.
  • the inner surface of the second panel is fitted with a nut and welded to strengthen the stability of the nut.
  • first panel and the support member, the nut and the threaded hole, and the support member and the nut are integrally connected by brazing.
  • Vacuum brazing is preferred to greatly increase the overall strength of the honeycomb panel and to withstand the weight of the house.
  • the support member is a steel or metal support column.
  • the pillars and/or slabs are honeycomb columns and/or honeycomb slabs, both of which comprise metal honeycomb panels.
  • the columns and slabs connected to the honeycomb beams may be steel plates or metal honeycomb panels, preferably metal honeycomb panels, which can reduce the self-weight and improve the overall strength.
  • a cellular floor panel of the present invention comprises a board body and a main board frame disposed on a bottom surface of the board body, wherein the board body is a metal honeycomb board, the main board frame is composed of a plurality of metal honeycomb panels, and adjacent board bodies and boards A tight connection between the body and the girders.
  • the combination of honeycomb panels in the form of metal honeycomb panels can improve the structural strength of the entire honeycomb floor panel while saving the material and ensuring the weight of the entire honeycomb floor panel.
  • the connection between the adjacent plates and between the plate and the girders is light, it is easy to install and hoist, which greatly reduces the labor intensity of construction workers and improves safety.
  • the board body and the main board frame are connected by welding, glue bonding, or bolting.
  • main board frame and the board body are non-aligned, and the position of the main board frame on the bottom surface of the board body is such that the adjacent board bodies are matched to each other.
  • the non-aligned connection facilitates the overlap between adjacent plates and between the plate and the girders, and can also be welded and/or bolted at the lap joints to improve overall stability.
  • the board body and the main board frame are connected into an inverted convex structure.
  • the board body and the main board frame are misaligned.
  • the board body and the main board frame are arranged in different structures.
  • the connection of the girders is a groove structure, the first and the last end of the board and the main board frame
  • the connection must be a raised structure, which must make the honeycomb structure of the inverted convex structure and the bee of the misaligned structure
  • the combination of the slab and the floor slab can achieve the purpose of the engagement.
  • the board body and the main board frame are in an aligned connection. It will be appreciated that the aligned connection may achieve fastening between adjacent panels and between the panels and the girders by welding and/or bolting.
  • the periphery of the board body is wider than the main board frame.
  • the adjacent plates are fastened by welding and/or bolting between the plates and the girders.
  • the joining is preferably carried out in the form of welds and bolted crosses to ensure a stronger joint between them.
  • the metal honeycomb panel includes a first panel, a honeycomb layer and a second panel, the honeycomb layer is a folded-formed sheet; a connection layer is disposed between the honeycomb layer and the first panel and the second panel, The honeycomb layer is integrally joined to the first panel and the second panel by welding.
  • the connecting layer is formed by brazing, electric resistance welding, laser welding or gluing.
  • epoxy glue, polyurethane glue and the like can be used for the bonding.
  • honeycomb layer is a sheet folded into a plurality of through holes.
  • the through hole is polygonal, corrugated or circular, and the polygon may be, but not limited to, a hexagon, a triangle, a quadrangle, and an octagon. It is preferably a regular hexagon, which has a relatively uniform force, a large strength, and is easy to manufacture.
  • first panel and/or the second panel are made of one of stainless steel, glass reinforced plastic, carbon steel, titanium steel, aluminum alloy or plastic; the sheet is made of stainless steel foil, aluminum foil, copper foil or plastic. One of the foils.
  • first panel and the second panel are formed in a shape of a cuff around, enclosing the honeycomb layer.
  • the board body is provided with a plurality of mounting holes at intervals around the board body, and one side of each mounting hole is provided with a reserved space for fastening the bolt assembly.
  • the bolt assembly is fastened to the other plate or girders via the connector and the mounting hole.
  • a reinforcing member is disposed in the reserved space, and the reinforcing member is provided with a waist hole.
  • the structural load capacity and tensile, compressive and shear resistance of the honeycomb floor slab optimize the internal structure of the honeycomb floor and make the structure more stable.
  • the reinforcing member is provided with a waist hole matching the mounting hole, that is, the bolt assembly is fastened at the reinforcing member, thereby ensuring the reliability of the connection and making the metal honeycomb panel not easily deformed.
  • Reinforcement welded to metal honeycomb panel In the welding method, when the reinforcing member is subjected to stress, it can be evacuated to the respective portions through the connecting member and the metal honeycomb panel, thereby reducing the stress of the reinforcing member and thereby increasing the overall strength of the structure. Moreover, the welding method is very sensitive to environmental changes and has a longer durability.
  • the reinforcing member includes a ⁇ -shaped groove and a groove, and the waist hole is provided at one side end of the groove.
  • the reinforcing member is a trough structure with a certain thickness, which can better disperse the force and is beneficial to the overall performance of the honeycomb floor panel.
  • the ⁇ -shaped groove and the groove are stamped and formed, which can effectively reduce parts, shorten the production cycle, save raw materials, and facilitate installation and disassembly.
  • the groove has a trapezoidal cross section. Since the honeycomb floor panel needs to bear a large force, the groove of the reinforcing member is designed as a trapezoidal structure, and the support surface formed by the contact with the wall surface of the reserved space can be increased. The larger the support surface is, the more solid and the better the stability.
  • a living cover is disposed on an outer side of the reserved space.
  • the flap is used to block the bolt assembly and prevent the bolt assembly from being exposed to the outside, subject to wear, crushing or corrosion, and indirectly improve the overall strength of the honeycomb floor.
  • the connecting member is provided with a flap.
  • a movable flap can be directly opened on the connecting piece, so that the bolt assembly can be installed directly by opening the connecting piece, saving time and labor.
  • the second panel is provided with at least four threaded holes, and a support member corresponding to the threaded hole is mounted between the first panel and the second panel, and the end of the support member is installed in the threaded hole of the second panel.
  • the support member mainly serves as a support for reinforcing the structural strength of the entire metal honeycomb panel.
  • the number of the support members is determined according to the size of the first panel and the second panel, but not less than four.
  • first panel and the second panel are relatively small, four support members are installed on the four corners of the first panel and the second panel to ensure that the support strength of the entire metal honeycomb panel is substantially the same; If the lengths of the first panel and the second panel are too large, a plurality of support members may be disposed on the inner side of the upper and lower sides of the first panel and the second panel to ensure support of the entire metal honeycomb panel in the vertical direction. The strength is substantially the same; if the width of the first panel and the second panel is too large, a plurality of support members may be disposed on the inner side of the left and right sides of the first panel and the second panel to ensure that the entire metal honeycomb panel is horizontally The support strength at the place is roughly the same.
  • the invention further increases the support strength of the whole metal honeycomb panel by providing a plurality of support members on the first panel and the second panel on the basis of the welding of the first panel, the honeycomb layer and the second panel, and ensures the metal honeycomb panel Uniformity of support strength.
  • the support member is mounted in the threaded hole of the second panel by a nut.
  • the inner surface of the second panel is fitted with a nut and welded to strengthen the stability of the nut.
  • first panel and the support member, the nut and the threaded hole, and the support member and the nut are integrally connected by brazing.
  • Vacuum brazing is preferred to greatly increase the overall strength of the honeycomb panel and to withstand the weight of the house.
  • the support member is a steel or metal support column.
  • the plate body includes a lateral side and a longitudinal side, and the pitch of the lateral side adjacent mounting holes is the same as or different from the pitch of the adjacent side mounting holes of the longitudinal side.
  • the mounting of multiple mounting holes ensures the strength and reliability of the connection between the board and other components.
  • the lateral side is typically used to join laterally placed girders or adjacent other slabs, and the longitudinal sides are typically used to join longitudinally placed girders.
  • the distance between the adjacent side of the lateral side and the longitudinal side is 1200 to 1500 mm.
  • the spacing of the mounting holes needs to be combined with the dimensions of other building components, the structure and the position of the reserved screw holes to ensure the reliability of the connection of the components, to effectively improve the overall strength of the house, and to enhance the seismic performance.
  • Another important factor to consider is the spacing of adjacent reserved spaces, in the range of 1200-1500mm, which can make the reserved space not affect the overall strength of the cellular floor, because the strength of the reserved space is relative to the honeycomb layer. If the spacing is too small, the structural load capacity and pressure resistance of the honeycomb floor will be reduced. If the spacing is too large, the overall strength of the house will be reduced.
  • the thickness ⁇ of the first panel or the second panel of the metal honeycomb panel is 0.5 ⁇ ⁇ ⁇ 1 mm.
  • the honeycomb slab has a relatively small force with respect to the column and the girders, so the overall thickness is relatively small, and the self-weight is also reduced on the basis of ensuring the overall strength.
  • the bolt assembly connects adjacent plates and/or girders through mounting holes or waist holes.
  • the girders are honeycomb beams formed of metal honeycomb panels.
  • the girders connected to the honeycomb floor panel may be steel plates or metal honeycomb panels, preferably metal honeycomb panels, which can reduce the self-weight and improve the overall strength.
  • the honeycomb beam is provided with a reserved screw hole, and the reserved screw hole is welded with a nut or tapping, and the bolt assembly is screwed into the reserved screw hole through the waist hole and the mounting hole to be fixedly connected. Since the honeycomb beam is installed first and then the honeycomb floor is installed, when the honeycomb floor is connected with the honeycomb beam, a reserved screw hole is arranged on the fixed honeycomb beam, and the nut or tapping is reserved on the screw hole. When the honeycomb beam is connected with the cellular floor panel, the honeycomb floor panel only needs to be screwed into the reserved screw hole through the bolt assembly, which not only facilitates construction, saves time and labor, but also increases the stability of the overall structure.
  • the invention has the following characteristics:
  • the material is saved; the invention adopts the honeycomb metal plate as the substrate, and the through holes provided on the honeycomb metal plate are closely arranged, thereby saving the material of the steel material to the greatest extent, thereby increasing the utilization rate of the steel, not only Material saving and environmental protection.
  • the present invention is more weight than the existing The building is much lighter, which makes the structure of the entire house lighter and the overall strength of the house is effectively improved.
  • the honeycomb metal plate of the present invention is porous after being folded on the honeycomb, and then the honeycomb is welded on the first panel and the second panel; when the first panel and the second panel are stressed, they can be folded
  • the honeycomb is evacuated into each of the folded portions, thereby reducing the overall stress of the honeycomb metal sheet and increasing the strength of the entire building.
  • the honeycomb metal plate is used as the substrate, which has certain advantages in terms of durability, safety, compressive strength and the like, and thus the reliability of the present invention is better than the prior art.
  • the invention adopts welding and/or bolt connection, and the honeycomb beam, the honeycomb column and the honeycomb floor board form an integral building.
  • the whole substrate is transported to the site, and the assembly can be directly assembled on site. It not only saves the construction time of the house, but also saves manpower.
  • Modular combination can be realized; the invention can realize modular combination, that is, the invention is formed into a whole floor, and then installed by a whole layer of cranes, the modular construction method is novel and efficient, and can realize the modernization of convenient carrying houses. demand.
  • Figure 1 is a schematic view showing the structure of the present invention
  • Figure 2 is a schematic view of a honeycomb metal plate of the present invention
  • Figure 3 is a schematic view of a honeycomb column of the present invention.
  • Figure 4 is a schematic view of a honeycomb inner beam set of the present invention.
  • Figure 5 - is a schematic view of a honeycomb side beam set of the present invention.
  • FIG. 6 is a schematic structural view of a B plate of a honeycomb floor panel of the present invention.
  • FIG. 7 Schematic diagram of the A plate of the honeycomb floor panel of the present invention.
  • Figure 8 - is a schematic view showing the connection of the honeycomb column and the honeycomb column of the present invention.
  • Figure 9 - is a schematic view showing the connection of the honeycomb column and the honeycomb beam of the present invention.
  • Figure 10 is a schematic view showing the connection of the honeycomb beam and the cellular floor panel of the present invention.
  • Figure 11 - is an enlarged view of A in Figure 10;
  • FIG. 12 is a schematic structural view of a honeycomb floor panel of the present invention.
  • Figure 13 is a cross-sectional view taken along line T-T of Figure 12;
  • FIG. 14 is a schematic structural view of a main board frame of a cellular floor panel of the present invention.
  • Figure 15 - is a three-dimensional schematic view of the honeycomb beam and the honeycomb floor panel of the present invention.
  • Figure 16 - is an enlarged view of the portion C in Figure 15;
  • Figure 17 - is a three-dimensional view of the grooved flange of the present invention.
  • a honeycomb panel building is based on a honeycomb metal plate 1 which is formed by welding a metal honeycomb in the middle of two metal panels, a plurality of pieces or a single honeycomb metal plate.
  • a honeycomb metal plate 1 which is formed by welding a metal honeycomb in the middle of two metal panels, a plurality of pieces or a single honeycomb metal plate.
  • Honeycomb column 2, honeycomb floor panel 3 and honeycomb beam 4 for support; honeycomb column 2, honeycomb floor panel 3 and honeycomb beam 4 are screwed to each other to form a honeycomb panel building.
  • the honeycomb metal panel 1 includes a first panel 11, a honeycomb 12, and a second panel 13.
  • the honeycomb 12 is located between the first panel 11 and the second panel 13, and the honeycomb 12 and the first panel 11 and the second panel
  • a weldment 14 is provided between the 13 and the first panel 11, the second panel 13 and the honeycomb 12 are welded together by the weldment 14, and the weldment 14 is a pure copper foil.
  • the honeycomb 12 is a folded metal sheet, and the materials of the first panel 11 and the second panel 13 and the honeycomb 12 are both stainless steel.
  • the honeycomb 12 includes a partition 122 and a through hole 121, and the through hole 121 is a space formed by the partition 122, and the through hole 121 has a regular hexagonal shape.
  • the honeycomb column 2 is composed of four honeycomb metal plates 1; the four honeycomb metal plates 1 are surrounded by a "mouth” shape, and are welded to each other to form a honeycomb column 2, so that the honeycomb column 2 forms a hollow with a square cross section. Quadrangular prism. As shown in FIG. 9, a connector 5 is mounted in the honeycomb column 2.
  • the honeycomb beam 4 is composed of a honeycomb metal plate 1 and includes a beam body 41 and a support plate 42.
  • the beam body 41 is combined into a hollow rectangular body by the honeycomb metal plate 1, and the beam body 41 is assembled.
  • the inner cavity is provided with a piece for improving the overall strength
  • the support plate 42; the support plate 42 is a honeycomb metal plate 1.
  • the honeycomb beam 4 has two forms, namely an inner beam group 4' and a side beam group 4".
  • the inner beam group 4' includes an inner beam body 41', and the inner beam body 41' includes a first upper beam plate 411', a first lower beam plate 412' and a first inner beam 413' connected between the first upper beam plate 411' and the first lower beam plate 412'.
  • the side beam group 4" includes a side beam body 41",
  • the outer beam body 41” includes a second upper beam plate 411", a second lower beam plate 412", and a second inner beam 413 connected between the second upper beam plate 411" and the second lower beam plate 412""
  • a side beam 414" receives the second upper beam plate 411" and the second lower beam plate 412" and extends out, and the extended portion is used for connecting the connecting plate 43 for supporting the honeycomb floor panel 3, the connecting plate
  • the first inner beam 413', the second inner beam 413", and the side beam 414" are provided with connection holes 44 at the junctions with the honeycomb columns 2 for connecting the honeycomb columns 2.
  • the inner beam group 4' and the side beam group 4" are each combined into a hollow rectangular body by the honeycomb metal plate 1, and a support plate 42 for improving the overall strength is provided in the inner cavity, and the support plate 42 is a honeycomb metal plate structure.
  • the support plate 42 and the upper and lower honeycomb metal plates 1 form an I-shaped structure.
  • the cellular floor panel 3 includes a board body 31 and a main board frame 32 disposed on the bottom surface of the board body 31.
  • the board body 31 is a honeycomb metal board 1
  • the main board frame 32 is composed of
  • the plurality of honeycomb metal sheets 1 are composed of a rigid connection between the adjacent plates 31 and between the plate body 31 and the honeycomb beam 4.
  • the cellular floor panel 3 is divided into two types, A board 33 and B board 34. As shown in Fig. 10, one A plate 33 and three B plates 34 constitute a honeycomb panel, and the honeycomb panel is connected to the inner beam group 4' of the honeycomb beam 4.
  • the A board 33 includes a first board body 331 and a first main board frame 332.
  • the B board 34 includes a second board body 341 and a second main board frame 342.
  • the first board 331 of the A board 33 is connected to the first main board frame 332 in an inverted convex structure, and the second board body 341 of the B board 34 and the second main board frame 342 are connected by a mobile misalignment, that is, one end of the second board body 341.
  • a portion extends along the second main board frame 342.
  • the upper end of the honeycomb column 2 is provided with an upper column flange 21, and the lower end of the honeycomb column 2 is provided with a post-column flange 22; the lower column flange 22 is provided with a slanting seat 221 for mounting the bolt 7.
  • the upper flange 21 is provided with a screw hole 211 having the same inclination angle as the oblique seat 221 .
  • the honeycomb column 2 is provided with a threaded hole 23 at intervals of 100 mm, and the inner hole 24 is welded to the threaded hole 23.
  • the two ends of the honeycomb beam 4 are provided with a beam flange 8 , and the side of the honeycomb column 2 is provided with a groove flange 6 , and the groove flange 6 is connected to the inner nut 24 of the honeycomb column through the beam screw 9; the groove flange 6 is hollow Structure, after the beam flange 8 is inserted into the central space of the slot flange 6, the two are fixed together by the beam snail 10. In this way, the threaded connection of the honeycomb beam 4 to the honeycomb column 2 is achieved.
  • the side beam group 4" is provided with a notch 42" at the joint, and the portion and the gap from which the B-plate 34 extends 42" docking is connected. If the cellular floor panel 3 is composed of the B panel 34, the last B panel 34 cannot be docked with the notch 42", so an inverted convex structure is placed between the three B panels 34.
  • the A plate 33 can realize the docking of the endmost B plate 34 and the notch 42", and the inner beam set 4' is connected with the cellular floor 3 in the same manner as the side beam set 4".
  • a plurality of mounting holes 311 are formed in the periphery of the plate body 31 of each of the honeycomb floor panels 3, and the bolts 7 are connected to the adjacent bottom plate 31 or the honeycomb beam 4 through the mounting holes 311.
  • a honeycomb panel construction method using the above honeycomb panel building includes the following steps:
  • a honeycomb panel building is based on a honeycomb metal plate 1 which is formed by welding a metal honeycomb in the middle of two metal panels, and a single or multiple honeycomb metal.
  • the panel 1 is made up of a honeycomb column 2 for supporting, a honeycomb floor panel 3 and a honeycomb beam 4; the honeycomb pillar 2, the honeycomb floor panel 3 and the honeycomb beam 4 are welded to each other to constitute a honeycomb panel building.
  • the honeycomb metal panel 1 includes a first panel 11, a honeycomb 12, and a second panel 13.
  • the honeycomb 12 is located between the first panel 11 and the second panel 13, and the honeycomb 12 and the first panel 11 and the second panel
  • a weldment 14 is provided between the 13 and the first panel 11, the second panel 13 and the honeycomb 12 are welded together by the weldment 14, and the weldment 14 is a pure copper foil.
  • the honeycomb 12 is a folded metal sheet, and the materials of the first panel 11 and the second panel 13 and the honeycomb 12 are both stainless steel.
  • the honeycomb 12 includes a partition 122 and a through hole 121, and the through hole 121 is a space formed by the partition 122, and the through hole 121 has a regular hexagonal shape.
  • the honeycomb column 2 is composed of four honeycomb metal plates 1; the four honeycomb metal plates 1 are surrounded by a "mouth” shape, and are welded to each other to form a honeycomb column 2, so that the honeycomb column 2 forms a hollow with a square cross section. Quadrangular prism.
  • the honeycomb beam 4 is composed of a honeycomb metal plate 1 and includes a beam body 41 and a support plate 42.
  • the beam body 41 is combined into a hollow rectangular body by the honeycomb metal plate 1, and the beam body 41 is assembled.
  • the inner cavity is provided with a support plate 42 for improving the overall strength; the support plate 42 is a honeycomb metal plate 1.
  • the cellular floor panel 3 includes a board body 31 and a main board frame 32 disposed on the bottom surface of the board body 31.
  • the board body 31 is a honeycomb metal board 1
  • the main board frame 32 is composed of
  • the plurality of honeycomb metal sheets 1 are composed of a rigid connection between the adjacent plates 31 and between the plate body 31 and the honeycomb beam 4.
  • the cellular floor panel 3 is divided into two types, A board 33 and B board 34. As shown in FIG. 10, three A-plates 33 and one B-plate 34 constitute a honeycomb panel, and the honeycomb panel is connected to the side beam group 4" of the honeycomb beam 4.
  • the A board 33 includes a first board body 331 and a first main board frame 332.
  • the B board 34 includes a second board body 341 and a second main board frame 342.
  • the first board 331 of the A board 33 is connected to the first main board frame 332 in an inverted convex structure, and the second board body 341 of the B board 34 and the second main board frame 342 are connected by a mobile misalignment, that is, one end of the second board body 341.
  • a portion extends along the second main board frame 342.
  • connection between the honeycomb beam, the honeycomb column and the honeycomb floor is welded, that is, a weldment is placed at the contact of the two structures, and then the two structures are joined together by welding.

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Abstract

一种蜂窝柱（2）、蜂窝梁（4）、蜂窝楼板（3）及蜂窝板式建筑，其均通过基材蜂窝金属板（1）制作，蜂窝金属板（1）包括第一面板（11）、第二面板（13）和中间的蜂窝（12）。所形成的蜂窝结构用料省、自重轻、强度高，利于模块化组合。

Description

一种蜂窝柱、蜂窝梁、蜂窝楼板及蜂窝板式建筑 技术领域
本发明涉及建筑领域，特别是一种蜂窝柱、蜂窝梁、蜂窝楼板及蜂窝板式建筑。
背景技术
在建筑行业，建筑材料特别重要，建筑材料通过组合，制成建筑物中的梁、连接板、地板、立柱等。
现有技术中，通常采用实心钢板作为建筑基材，利用钢的高强度性能，对房屋进行构架建设。然而这种方式通常用料较多，在用于高层建筑时虽然可以保证建筑的强度，但是会带来自身重、材料浪费多等问题。为了解决这些问题，有人提出了采用蜂窝形式的钢材替代实心钢材，即在普通工字型钢腹板或H型钢上按一定的折线进行切割，然后将钢材错开变换位置并重新焊接组合而成的新型蜂窝钢材。这种蜂窝钢材与实心钢材相比，在同样的承载力下，节省20％～35％的材料，使得重量更轻，材料利用率增高。但是这种形式的蜂窝钢材并没有完全利用钢材本身的强度性能，导致其结构强度并没有得到提高。
近些年来，有很多有关建筑板材结构优化的文献相继被公开，如文献CN 202294826 U公开了一种铝蜂窝地板，通过在前后两个骨架内填充铝蜂窝来实现轻量化的目的。但是这种方式，没有提高整体的结构强度，并且该铝蜂窝地板只能用于新型轨道车辆上，如果将其应用到建筑行业，则无法实现房屋承重的功能。文献CN 103112202 A公开了一种蜂窝板，通过在两块木板之间粘贴蜂窝芯层实现对整体结构强度的提高，但是这种蜂窝板的整体强度仍然较低，无法承受房屋的重量，不能用于房屋的梁与柱；并且，这种蜂窝板采用粘胶的方式实现蜂窝芯层与表面木板的连接，而采用的粘合剂会受到环境的影响(如潮湿和老化)而失去作用。
由焊接制成的蜂窝金属板具有自重轻、用料省、持久性好和强度高的特点，可以被广泛地应用于各种建筑结构之中。现有的建筑结构通常采用实心钢板或水泥制成，这种建筑结构自身重量大、材料浪费多、制造周期长，难以满足现代人们的需求。采用蜂窝金属板组成的建筑结构能够解决以上问题，并且能够实现实时装配、模块化组合的功能。
发明内容
本发明的目的是，为了克服现有技术的上述不足，提供一种用料省、自重轻、强度高、可靠性好的蜂窝柱、蜂窝梁、蜂窝楼板及蜂窝板式建筑，并能满足实时装配、模块化组合的需求。
本发明的技术方案为：
本发明之一种蜂窝板式建筑，它以蜂窝金属板为基材，蜂窝金属板采用在两块金属面板中间焊接金属蜂窝的结构形式，单块或多块蜂窝金属板制成用于建筑物支撑的蜂窝柱、用于承重的蜂窝梁和蜂窝楼板；蜂窝柱、蜂窝楼板和蜂窝梁互相焊接和/或螺纹连接组成蜂窝板式建筑。
蜂窝板式建筑主要包括蜂窝梁、蜂窝柱和蜂窝楼板，通过蜂窝柱与蜂窝柱的连接、蜂窝柱与蜂窝梁的连接、蜂窝梁与蜂窝楼板的连接以及蜂窝楼板与蜂窝楼板的连接，最终组装成蜂窝板式建筑。
进一步，所述蜂窝金属板包括第一面板、蜂窝和第二面板，所述蜂窝为折叠成型的金属片；所述蜂窝与第一面板和第二面板之间设有焊件，所述蜂窝与第一面板和第二面板之间通过焊接连成一体。将蜂窝与第一面板和第二面板焊接成一体，当第一面板和第二面板受到应力时，能够通过折叠的蜂窝疏散到各个折叠部分中，横向和竖向受力小，不易变形，从而减少蜂窝板的整体应力，进而增大结构的整体强度和稳定性。并且，蜂窝与第一面板和第二面板采用焊接的方式，对环境变化的敏感度非常低，因而这种连接关系相对于粘胶而言更可靠，持久性更长。将蜂窝金属板应用到盖楼中时，不仅增强了各构件的保温、隔热、隔音等性能，还提高了各构件的整体强度，抗震性能好。
优选地，所述焊件可以为但不限于铜箔、不锈钢箔或铝箔。
进一步，所述蜂窝为折叠成排列有多个通孔的金属片。蜂窝上的通孔可以是紧密排布，也可以是间隔排布，优选为紧密排布，这样可以尽最大限度减少材料的使用，使得蜂窝板自重减小，且实现环保目的。另外，蜂窝为折叠成排列有多个通孔的金属片，再加之蜂窝与第一面板和第二面板焊接成一体，使得形成的蜂窝金属板与现有的各种板材相比存在以下优点：(1)在同等强度下，用料最少；(2)在同等重量下，强度最大。即本发明在使用少、轻的材料之下形成牢固、强度和刚度大的整体，从而能使整个房屋的构架更轻便，房屋的整体强度得到有效提高。
进一步，所述通孔为多边形、波纹形或圆形，多边形可以是但不限于六边形、三角形、 四边形、八边形。优选为正六边形，受力较为均匀，强度较大，且容易制作。
进一步，所述第一面板、第二面板和/或蜂窝的材质为不锈钢、玻璃钢、碳钢、钛钢或铝合金中的一种。当第一面板、第二面板和蜂窝均采用不锈钢材料时，其组成的蜂窝金属板具有更强的持久性；主要原因在于：不锈钢材质具有遇水不生锈的特性，由于房屋需要经受雨水的洗刷，在经受长期的雨水洗刷后，房屋的钢架结构容易受到雨水的侵蚀，采用不锈钢，则可以防止钢架受潮生锈，从而延长整个房屋的使用寿命，理论上可以保证整个房屋永久不坏。当第一面板、第二面板和蜂窝均采用玻璃钢、碳钢、钛钢或铝合金材料时，应对材料表面做一定的防水处理，如电镀、加防水材料等。
进一步地，所述蜂窝柱由复数块蜂窝金属板组成，蜂窝柱的形状可以为但不限于三棱柱、四棱柱、五棱柱或六棱柱。复数块蜂窝金属板互相焊接和/或栓接组成蜂窝柱。蜂窝柱的形状优选为空心四棱柱，进一步优选为横截面为正方形的空心四棱柱。
以蜂窝金属板的形式组合成蜂窝柱，能够在节省材料的同时，保证整个蜂窝柱自重轻，受压力较小，间接地提高了整个蜂窝柱的结构强度。蜂窝柱根据第一面板和第二面板的厚度分为厚柱和薄柱。设第一面板和第二面板的厚度为δ，当δ≥6mm时，所述蜂窝柱为厚柱；当δ＜6mm时，所述蜂窝柱为薄柱。厚柱和薄柱的选择依楼层层数定：当楼层较高时，蜂窝柱受压力较小，则应选择薄柱，且薄柱的δ值随着楼层高度的增加而减小；当楼层较低时，蜂窝柱受压力较大，则应选择厚柱，且厚柱的δ值随着楼层高度的减小而增加。
蜂窝柱由所述蜂窝金属板围绕组合而成，能保证整体的受力被蜂窝金属板中的蜂窝吸收并分散，从而提高了整体蜂窝柱的强度。
进一步地，所述蜂窝柱与蜂窝梁通过槽法兰连接；槽法兰为中空结构，槽法兰与蜂窝柱通过梁柱螺连接，与蜂窝梁通过梁座螺连接。
本发明之一种蜂窝柱，由至少三块蜂窝金属板互联焊接和/或栓接组成柱体结构。蜂窝柱的形状可以为但不限于三棱柱、四棱柱、五棱柱或六棱柱。复数块蜂窝金属板互相焊接和/或栓接组成建筑物承重蜂窝柱。建筑物承重蜂窝柱的形状优选为空心四棱柱，进一步优选为横截面为正方形的空心四棱柱，即四块蜂窝金属板围绕成“口”字形。
进一步地，建筑物承重蜂窝柱还可以为由蜂窝金属板组成的圆柱。
进一步地，所述金属蜂窝板包括第一面板、蜂窝和第二面板，所述蜂窝为折叠成型的薄片，所述蜂窝与第一面板和第二面板之间设有连接层。
进一步地，所述连接层由钎焊、电阻焊、激光焊或胶接方式形成，第一面板和第二面板通过钎焊、电阻焊、激光焊或胶接的方式与蜂窝连接。
进一步地，所述第一面板和/或第二面板的材质为不锈钢、玻璃钢、碳钢、钛钢、铝合金或塑料中的一种。
进一步地，所述薄片的材质为不锈钢箔、铝箔、铜箔或塑料箔片中的一种。
进一步地，所述第一面板和第二面板以及蜂窝的材料为同一种金属。
进一步地，所述第一面板和第二面板做成四周翻边的形状，包住蜂窝。
进一步地，建筑物承重蜂窝柱的上端与下端均设有加强部件；建筑物承重蜂窝柱上端的加强部件为柱上法兰，建筑物承重下端的加强部件为柱下法兰。柱上法兰和柱下法兰中设有冲压成凸型的构造。
进一步地，所述柱下法兰上设有用于安装螺栓的斜座，所述柱上法兰上设有与斜座倾斜角度相同的螺纹孔。
柱上法兰和柱下法兰用于实现两个建筑承重蜂窝柱之间的栓接：当要实现两个建筑物承重蜂窝柱的连接时，将另一块建筑物承重蜂窝柱的下端安装在现有的建筑物承重蜂窝柱的上端，通过螺钉穿过上方建筑物承重柱的柱下法兰的斜座，固定在下方建筑物承重柱的柱上法兰的螺纹孔上，从而实现两个建筑物承重蜂窝柱的安装。
进一步地，所述柱上法兰和柱下法兰均为多个，均匀地分布在建筑物承重蜂窝柱下端的四条边上。相邻的柱上法兰的间隔最好为100mm，柱上法兰的个数依建筑物承重蜂窝柱下端四条边的长度而定；同样的，柱下法兰的位置与柱上法兰的位置相对。
进一步地，所述柱上法兰和柱下法兰中设有冲压成凸型的构造。
进一步地，建筑物承重蜂窝柱的柱角部设有多个均匀分布的螺纹孔，螺纹孔内焊有内螺母。或者，在建筑物承重蜂窝柱内设有多个均匀分布的用于攻丝的凸台，凸台与螺纹孔同轴。
内螺母或凸台用于实现建筑物承重蜂窝柱与蜂窝梁之间的连接、建筑物承重蜂窝柱与蜂窝楼板之间的连接，还用于安装大梁、装爬吊、吊装等；并且，在建筑物承重蜂窝柱上安装内螺母或凸台，还能适用于任一层高的安装，非常方便。同方向上的相邻两个内螺母或凸台之间的间距为100mm，多个内螺母或凸台的安装能保证建筑物承重蜂窝柱与其他建筑结构之间连接的强度和可靠性。
当要实现建筑物承重蜂窝柱与蜂窝梁/板之间的连接时，将蜂窝梁/板与建筑物承重蜂窝柱 对齐，然后从蜂窝梁/板上装入螺钉，螺钉与建筑物承重蜂窝柱中的内螺母栓接(或者螺钉与建筑物承重蜂窝柱中的凸台攻丝连接)后，即可实现建筑物承重蜂窝柱与蜂窝梁/板的安装。
进一步地，两个建筑物承重蜂窝柱还可以通过焊接连接在一起。
当要将两个建筑物承重蜂窝柱焊接在一起时，需事先在它们的连接处放入焊件，通过焊接的方式将它们连接在一起。
本发明之一种蜂窝梁，包括由金属蜂窝板组合成型的梁体，所述梁体的板端连接立柱，梁体的板边连接楼板。以金属蜂窝板的形式组合成蜂窝梁，能够在节省材料的同时，保证整个蜂窝梁自重轻，而重量轻时，对地震的反应能力就小，间接地提高了整个蜂窝梁的结构强度，抗震能力强。蜂窝梁与立柱和楼板安装连接时，由于重量轻，便于安装和起吊，大大降低了建筑工人的劳动强度，提高安全性。
进一步，所述梁体为由两侧的大梁及上下的梁板构成的“口”字型结构，所述大梁及梁板均由金属蜂窝板组成。
进一步，所述梁体的上端两侧内收呈现“凸”型形状而形成双台阶，梁体的下端单边内收出一个单台阶。
进一步，所述梁体的上下端的内收部件单独设置，内收部件的厚度大于两侧的金属蜂窝板的面板厚度，上下端的内收部件内部设有蜂窝芯。
进一步，所述两侧的金属蜂窝板的面板做成四周折边的形状，盖住梁体。
进一步，所述金属蜂窝板包括第一面板、蜂窝层和第二面板，所述蜂窝层为折叠成型的薄片；所述蜂窝层与第一面板和第二面板之间设有连接层，所述蜂窝层与第一面板和第二面板之间通过焊接连成一体。
优选地，所述连接层由钎焊、电阻焊、激光焊或胶接方式形成。其中胶接可采用环氧胶、聚氨酯胶等。
进一步，所述蜂窝层为折叠成排列有多个通孔的薄片。
进一步，所述通孔为多边形、波纹形或圆形，多边形可以是但不限于六边形、三角形、四边形、八边形。优选为正六边形，受力较为均匀，强度较大，且容易制作。
进一步，所述第一面板和/或第二面板的材质为不锈钢、玻璃钢、碳钢、钛钢、铝合金或塑料中的一种；所述薄片的材质为不锈钢箔、铝箔、铜箔或塑料箔片中的一种。
进一步，所述梁体与立柱之间以及梁体与楼板之间采用焊接和/或栓接的方式紧固。优选 优选采用焊接和栓接交叉形式进行连接，以保证蜂窝梁与立柱、楼板之间的连接强度更强。
进一步，所述梁体的内腔设有至少一块用于提高整体强度的支撑板。梁体为中空结构，实现了轻量化，为了在实现轻量化的基础上进一步增加蜂窝梁的整体强度，起到稳定的支撑作用，因此在梁体的内腔中安装支撑板，支撑板优选为金属蜂窝板。支撑板可以是一块，也可以是多块间隔或交叉排列，还可以是其它排列方式，只要能够加强蜂窝梁整体强度即可；当支撑板为一块时，其厚度要足够大。支撑板的安装方式可以是但不限于横放、竖放或者斜放。
进一步，所述梁体与立柱的一种连接方式为：所述梁体与立柱的连接处间隔焊接有连接件，每个连接件上设有安装孔，梁体与立柱通过螺栓组件连接；所述每个连接件的一侧设有便于拧紧螺栓组件的预留空间。本发明的连接件可以设于金属蜂窝板的两端边缘内侧，也可以是外侧，优选为内测，这样可以节约空间和材料，且设于内测比外侧更稳固，既能保证连接的可靠性，又能加强金属蜂窝板端部的强度，使金属蜂窝板不易变形。当蜂窝梁与立柱连接时，需要旋转螺栓组件，为了保证蜂窝梁与其他建筑构件之间的连接强度更强，必须将螺栓组件设于蜂窝梁的内部，然而设于蜂窝梁的内部不方便拧紧，因此设置了预留空间，既加快施工速度，又提高施工质量。
进一步，所述梁体与立柱的另一种连接方式为：所述梁体与立柱通过法兰连接。加入法兰，能够进一步提高蜂窝梁与立柱连接处的强度和稳定性。
进一步，法兰连接的一种方式为：所述大梁通过“U”型的梁法兰与立柱相连，所述“U”型的梁法兰三边均设有孔，位于底部的孔通过螺栓连接立柱，位于两侧的孔穿过螺栓后连接大梁。
进一步，所述“U”型的梁法兰底部设有托板，用于加强梁法兰的稳定性。
进一步，法兰连接的另一种方式为：所述梁体上设有梁法兰，立柱上设有与梁法兰相适配的柱法兰；梁法兰和柱法兰通过螺栓组件连接大梁和立柱。
优选地，所述梁法兰为凸起结构，柱法兰为与梁法兰相适配的槽结构。
优选地，螺栓组件包括梁柱螺和梁座螺，所述柱法兰与立柱通过梁柱螺连接，梁法兰与蜂窝梁通过梁座螺连接。
进一步，所述梁体与楼板的连接处间隔设有预留安装孔，预留安装孔上焊接螺母或攻丝。由于盖楼时是先安装蜂窝梁，再搭设楼板，因此将楼板与蜂窝梁连接时，在固定好的蜂窝梁 上已经设有预留安装孔，预留安装孔上焊接螺母或攻丝，使得楼板与蜂窝梁连接时，仅需将楼板通过螺栓旋入预留安装孔中即可，不仅施工方便，省时省力，还增加了整体结构的稳定性。
进一步，螺栓组件的一种安装方式为：所述安装孔为带倾斜面的斜安装孔，所述螺栓组件呈倾斜设置，所述立柱与连接件的连接处设有倾斜设置的预留螺孔，所述螺栓组件通过安装孔旋入预留螺孔进行固定连接；或者所述预留空间设有一倾斜边；或者所述预留空间与连接件之间形成三角形空间。将螺栓组件呈倾斜设置，是为了缩小预留空间的面积，由于预留空间是空的，其面积越大，蜂窝梁的整体强度就变小，楼房的安全性就会降低，为了提高蜂窝梁的整体强度，必须减小预留空间。进一步地将预留空间设置成三角形空间，就会大大减小其面积，提高蜂窝梁的整体强度和刚性，进一步提高楼房的抗震性能。另外，由于盖楼时是先固定立柱，再安装蜂窝梁，因此将立柱与蜂窝梁连接时，在固定好的立柱上已经设有多个预留螺孔，预留螺孔上焊接有螺母，使得蜂窝梁与立柱连接时，仅需要将螺栓组件经安装孔旋入预留螺孔中即可，不仅施工方便，省时省力，还增加了整体结构的稳定性。
进一步，螺栓组件的第二种安装方式为：所述螺栓组件呈水平方向设置，所述立柱与连接件的连接处设有水平设置的预留螺孔，所述螺栓组件通过安装孔旋入预留螺孔进行固定连接。考虑到上述将螺栓组件倾斜放置会减少蜂窝板的整体应力，即螺栓组件连接处的横截面易产生剪切变形，因此为了提高蜂窝板的整体应力，将螺栓组件水平放置，换言之，将第一安装孔呈水平方向开设。
进一步，所述预留空间内设有加强件，所述加强件的一端与连接件连接，另一端连接于金属蜂窝板之间。由于上述螺栓组件水平放置时，当将其拧紧时，需要将预留空间增大，操作人员才能去拧紧，然而预留空间增大会降低蜂窝梁的整体强度，因此在预留空间内加入加强件，大幅度提高了蜂窝梁的结构承载能力和抗拉、抗压、抗剪能力，优化了蜂窝梁的内部结构，使其结构更加稳固。
进一步，所述加强件焊接于连接件与金属蜂窝板之间。采用焊接方式，当加强件受到应力时，能够通过连接件与金属蜂窝板疏散到各个部分中，从而减少加强件的应力，进而增大结构的整体强度。并且，采用焊接方式对环境变化的敏感度非常低，持久性更长。
进一步，所述加强件包括匸型槽和凹槽。加强件为槽型结构，具有一定的厚度，能更好的分散受力，有利于蜂窝梁整体性能的加强。匸型槽和凹槽冲压成型，可有效地减少零部件， 缩短生产周期短，节约原材料，便于安装和拆卸。
进一步，所述凹槽的一端与连接件连接，匸型槽的上下两端连接于金属蜂窝板之间。
进一步，所述梁体包括由金属蜂窝板组合成型的内梁组和边梁组。
进一步，所述内梁组包括第一上梁板、第一下梁板以及连接于第一上梁板与第一下梁板之间的第一内梁。
进一步，所述边梁组包括第二上梁板、第二下梁板、连接于第二上梁板与第二下梁板之间的第二内梁以及边梁，所述边梁承接第二上梁板与第二下梁板并延伸出，延伸出的部分用于连接用于支撑楼板的连板。由于楼板较长，因此增加连板能够提高对楼板的支撑强度，进而提高整体的稳定性。
进一步，所述第一内梁、第二内梁和/或边梁的一侧或两侧均设有缺口，该缺口用于连接楼板或梁板。
进一步，所述连板有多块，间隔设置于相邻边梁组之间。
进一步，所述金属蜂窝板的第一面板和第二面板的厚度不同。
进一步，所述第一面板的厚度δ1大于位于第二面板的厚度δ2。
进一步，所述第一面板的厚度δ1为：2≤δ1≤6mm，所述第二面板的厚度δ2为：0.5≤δ2＜2mm。由于第一面板设于外侧，第二面板设于内测，在保证蜂窝梁整体强度的前提下，减轻了蜂窝梁的整体重量。第一面板和第二面板的厚度根据楼层层数而定：当楼层较高时，蜂窝梁受压力较小，则应选择较薄的面板，且δ1和δ2的值随着楼层高度的增加而减小；当楼层较低时，蜂窝梁受压力较大，则应选择较厚的面板，且δ1和δ2的值随着楼层高度的减小而增加。
进一步，所述连接件呈匸型或工型。连接件为对称型结构，不仅便于焊接，而且在计算蜂窝梁受力分析时，更容易计算它的结构应力。连接件可以是整体成型，也可以是分体结构，例如呈匸型的连接件可以是整体结构，也可以是将匸型结构分割成上下两部分。又或者是匸型结构的横向侧带勾。可以理解，连接件也可以是其它结构。
进一步，所述第二面板上设有至少四个螺纹孔，第一面板与第二面板之间安装有与螺纹孔数量相同的支撑件，支撑件的末端安装于第二面板的螺纹孔中。支撑件主要起到支撑的作用，用于加强整个金属蜂窝板的结构强度。支撑件的数量依据第一面板与第二面板的尺寸来定，但不少于四个。如果第一面板与第二面板的长宽尺寸均比较小，则在第一面板与第二面 板的四个角上安装四个支撑件，以保证整个金属蜂窝板各处的支撑强度大致相同；如果第一面板与第二面板的长度尺寸过大，则可以在第一面板与第二面板的上下两个边内侧多设置几个支撑件，以保证整个金属蜂窝板竖直方向各处的支撑强度大致相同；如果第一面板与第二面板的宽度尺寸过大，则可以在第一面板与第二面板的左右两个边内侧多设置几个支撑件，以保证整个金属蜂窝板水平方向各处的支撑强度大致相同。本发明在第一面板、蜂窝层和第二面板焊接的基础之上，通过在第一面板和第二面板设置多个支撑件，进一步增加了整个金属蜂窝板的支撑强度，保证了金属蜂窝板支撑强度的均匀性。
进一步，所述支撑件通过螺母安装于第二面板的螺纹孔中。第二面板的内表面安装螺母后并焊接，以加强螺母的稳定性。
进一步，所述第一面板与支撑件之间、螺母与螺纹孔之间、支撑件与螺母之间通过钎焊连接成一体。优选为真空钎焊，大大提高蜂窝板的整体强度，能够承受房屋的重量。
进一步，所述支撑件为型钢或金属支撑柱。
进一步，所述立柱和/或楼板为蜂窝柱和/或蜂窝楼板，所述蜂窝柱和蜂窝楼板均包括金属蜂窝板。与蜂窝梁连接的立柱和楼板可以是钢板也可以是金属蜂窝板，优选为金属蜂窝板，能够减少自重，提高整体强度。
本发明之一种蜂窝楼板，包括板体和设于板体底面的主板框，所述板体为金属蜂窝板，所述主板框由复数块金属蜂窝板组成，相邻板体之间以及板体与大梁之间紧固连接。以金属蜂窝板的形式组合成蜂窝楼板，能够在节省材料的同时，在保证整个蜂窝楼板自重轻的基础上，还提高了整个蜂窝楼板的结构强度。相邻板体之间以及板体与大梁之间安装连接时，由于重量轻，便于安装和起吊，大大降低了建筑工人的劳动强度，提高安全性。
进一步，所述板体与主板框通过焊接、胶接、或栓接连接在一起。
进一步，所述主板框与板体之间为非对齐式连接，主板框在板体底面的位置使得相邻板体之间相适配的对接在一起。非对齐式连接便于相邻板体之间以及板体与大梁之间进行搭接，还可以在搭接处进行焊接和/或栓接，以提高整体的稳定性。
进一步，所述板体与主板框连接成倒凸型结构。
进一步，所述板体与主板框为错位连接。上述将板体与主板框设置成不同的结构，当最始端与最末端的板体与大梁搭接时，若大梁的连接处为凹槽结构，那么最始端与最末端的板体与主板框的连接处必须为凸起结构，这就必须使得倒凸型结构的蜂窝楼板与错位结构的蜂 窝楼板组合搭接，才能实现卡合目的。
进一步，所述板体与主板框之间为对齐式连接。可以理解，对齐式连接可以通过焊接和/或栓接实现相邻板体之间以及板体与大梁之间的紧固。
进一步，所述板体的四周宽于主板框。
进一步，所述相邻板体之间以及板体与大梁之间采用焊接和/或栓接的方式紧固。优选采用焊接和栓接交叉形式进行连接，以保证它们之间的连接强度更强。
进一步，所述金属蜂窝板包括第一面板、蜂窝层和第二面板，所述蜂窝层为折叠成型的薄片；所述蜂窝层与第一面板和第二面板之间设有连接层，所述蜂窝层与第一面板和第二面板之间通过焊接连成一体。
优选地，所述连接层由钎焊、电阻焊、激光焊或胶接方式形成。其中胶接可采用环氧胶、聚氨酯胶等。
进一步，所述蜂窝层为折叠成排列有多个通孔的薄片。
进一步，所述通孔为多边形、波纹形或圆形，多边形可以是但不限于六边形、三角形、四边形、八边形。优选为正六边形，受力较为均匀，强度较大，且容易制作。
进一步，所述第一面板和/或第二面板的材质为不锈钢、玻璃钢、碳钢、钛钢、铝合金或塑料中的一种；所述薄片的材质为不锈钢箔、铝箔、铜箔或塑料箔片中的一种。
进一步，所述第一面板和第二面板做成四周翻边的形状，包住蜂窝层。
进一步，所述板体四周间隔设有多个安装孔，每个安装孔的一侧设有便于拧紧螺栓组件的预留空间。
进一步，所述螺栓组件经连接件和安装孔与其它板体或大梁之间紧固连接。
进一步，所述预留空间内设有加强件，所述加强件上设有腰孔。当相邻板体之间以及板体与大梁之间连接时，需要旋转螺栓组件，为了它们之间的连接强度更强，必须将螺栓组件设于蜂窝楼板的内部，然而设于蜂窝楼板的内部不方便拧紧，因此设置了预留空间，既加快施工速度，又提高施工质量。当将螺栓组件拧紧时，需要将预留空间增大，操作人员才能去拧紧螺栓组件，然而预留空间增大会降低蜂窝楼板的整体强度，因此在预留空间内加入加强件，大幅度提高了蜂窝楼板的结构承载能力和抗拉、抗压、抗剪能力，优化了蜂窝楼板的内部结构，使其结构更加稳固。在加强件上设有与安装孔相匹配的腰孔，即将螺栓组件在加强件处紧固，既能保证连接的可靠性，又使得金属蜂窝板不易变形。加强件焊接于金属蜂窝板 内，采用焊接方式，当加强件受到应力时，能够通过连接件与金属蜂窝板疏散到各个部分中，从而减少加强件的应力，进而增大结构的整体强度。并且，采用焊接方式对环境变化的敏感度非常低，持久性更长。
进一步，加强件包括匸型槽和凹槽，所述腰孔设于凹槽的一侧端。加强件为槽型结构，具有一定的厚度，能更好的分散受力，有利于蜂窝楼板整体性能的加强。
进一步，所述匸型槽和凹槽冲压成型，可有效地减少零部件，缩短生产周期短，节约原材料，便于安装和拆卸。
进一步，所述凹槽的横截面呈梯形。由于蜂窝楼板需要承受很大的作用力，将加强件的凹槽设计成梯形结构，能够增大与预留空间壁面接触所形成的支撑面，支撑面越大越坚实，稳定性就越好。
进一步，所述预留空间的外侧设有活盖。活盖用于遮挡住螺栓组件，防止螺栓组件露于外部受到磨损、挤压或腐蚀等，间接提高蜂窝楼板的整体强度。且活盖的存在无需再预留焊接的螺母，在组装时直接加置螺母即可。
进一步，所述连接件上设有活盖。在连接件上直接开设可活动的活盖，便于直接打开连接件就可安装螺栓组件，省时省力。
进一步，所述第二面板上设有至少四个螺纹孔，第一面板与第二面板之间安装有与螺纹孔相对应的支撑件，支撑件的末端安装于第二面板的螺纹孔中。支撑件主要起到支撑的作用，用于加强整个金属蜂窝板的结构强度。支撑件的数量依据第一面板与第二面板的尺寸来定，但不少于四个。如果第一面板与第二面板的长宽尺寸均比较小，则在第一面板与第二面板的四个角上安装四个支撑件，以保证整个金属蜂窝板各处的支撑强度大致相同；如果第一面板与第二面板的长度尺寸过大，则可以在第一面板与第二面板的上下两个边内侧多设置几个支撑件，以保证整个金属蜂窝板竖直方向各处的支撑强度大致相同；如果第一面板与第二面板的宽度尺寸过大，则可以在第一面板与第二面板的左右两个边内侧多设置几个支撑件，以保证整个金属蜂窝板水平方向各处的支撑强度大致相同。本发明在第一面板、蜂窝层和第二面板焊接的基础之上，通过在第一面板和第二面板设置多个支撑件，进一步增加了整个金属蜂窝板的支撑强度，保证了金属蜂窝板支撑强度的均匀性。
进一步，所述支撑件通过螺母安装于第二面板的螺纹孔中。第二面板的内表面安装螺母后并焊接，以加强螺母的稳定性。
进一步，所述第一面板与支撑件之间、螺母与螺纹孔之间、支撑件与螺母之间通过钎焊连接成一体。优选为真空钎焊，大大提高蜂窝板的整体强度，能够承受房屋的重量。
进一步，所述支撑件为型钢或金属支撑柱。
进一步，所述板体包括横向侧和纵向侧，所述横向侧相邻安装孔的间距与纵向侧相邻安装孔的间距相同或不同。多个安装孔的安装能保证板体与其他构件之间连接的强度和可靠性。横向侧通常用于连接横向放置的大梁或相邻的其它板体，纵向侧通常用于连接纵向放置的大梁。
进一步，横向侧与纵向侧的相邻安装孔的间距为1200～1500mm。安装孔的间距需要结合其它建筑构件的尺寸、结构和预留螺孔的位置综合考虑，以保证各构件连接的可靠性，使房屋的整体强度得到有效提高，并加强抗震性能。另外一个考虑的重要因素是相邻的预留空间的间隔尺寸，在1200～1500mm范围内，能够使得预留空间不会影响到蜂窝楼板的整体强度，由于预留空间的强度相对于蜂窝层而言较低，若间隔尺寸太小，会降低蜂窝楼板的结构承载能力和抗压能力，若间隔尺寸太大则会降低房屋整体的强度。
进一步，所述金属蜂窝板的第一面板或第二面板的厚度δ为：0.5≤δ≤1mm。通常蜂窝楼板相对于立柱和大梁而言承受的作用力较小，因此整体的厚度相对较小，在保证整体强度的基础上，还减少了自重。
进一步，所述螺栓组件通过安装孔或腰孔连接相邻的板体和/或大梁。
进一步，所述大梁为由金属蜂窝板形成的蜂窝梁。与蜂窝楼板连接的大梁可以是钢板也可以是金属蜂窝板，优选为金属蜂窝板，能够减少自重，提高整体强度。
进一步，所述蜂窝梁设有预留螺孔，所述预留螺孔上焊接螺母或攻丝，所述螺栓组件依次通过腰孔和安装孔旋入预留螺孔中进行固定连接。由于盖楼时是先安装蜂窝梁，再搭设蜂窝楼板，因此将蜂窝楼板与蜂窝梁连接时，在固定好的蜂窝梁上设有预留螺孔，预留螺孔上焊接螺母或攻丝，使得蜂窝梁与蜂窝楼板连接时，仅需将蜂窝楼板通过螺栓组件旋入预留螺孔中即可，不仅施工方便，省时省力，还增加了整体结构的稳定性。
本发明与现有技术相比具有如下特点：
1、用料省；本发明采用了蜂窝金属板作为基材，由于蜂窝金属板上开设的通孔紧密排布，因而从最大程度上节约了钢材的材料，从而增加了钢材的使用率，不仅省料，而且环保。
2、自重轻；由于蜂窝金属板上开设有多个通孔，使得同体积下，本发明在重量上比现有 的建筑轻便许多，从而能使整个房屋的构架更轻便，房屋的整体强度得到有效地提高。
3、强度高；本发明中的蜂窝金属板在蜂窝上开设多孔后折叠，然后将蜂窝焊接在第一面板和第二面板上；使得第一面板和第二面板受到应力时，能够通过折叠的蜂窝疏散到各个折叠部分中，从而减少了蜂窝金属板整体的应力，增大了整个建筑的强度。
4、可靠性好；本发明中采用蜂窝金属板作为基材，在持久性、安全性、抗压强度等方面都具有一定的优势，因而本发明的可靠性相对于现有技术更佳。
5、能实现实时装配；本发明采用焊接和/或螺栓连接，将蜂窝梁、蜂窝柱、蜂窝楼板组成一个整体的建筑，在装配时，将基材整体运输到现场，即可在现场直接装配，既节省了房屋的建造时间，又节省了人力。
5、能实现模块化组合；本发明能够实现模块化组合，即将本发明组成一个层楼整体，然后通过吊车整层安装，这种模块化建筑方式新颖、高效，并且能够实现方便搬运房屋的现代化需求。
以下结合附图和具体实施方式对本发明的详细结构作进一步描述。
附图说明
图1-为本发明的结构示意图；
图2-为本发明的蜂窝金属板示意图；
图3-为本发明的蜂窝柱示意图；
图4-为本发明的蜂窝内梁组示意图；
图5-为本发明的蜂窝边梁组示意图；
图6-为本发明的蜂窝楼板的B板结构示意图；
图7-为本发明的蜂窝楼板的A板结构示意图；
图8-为本发明的蜂窝柱与蜂窝柱连接示意图；
图9-为本发明的蜂窝柱与蜂窝梁连接示意图；
图10-为本发明的蜂窝梁与蜂窝楼板连接示意图；
图11-为图10中A处放大图；
图12-为本发明的蜂窝楼板结构示意图；
图13-为图12中T-T剖视图；
图14-为本发明的蜂窝楼板的主板框结构示意图；
图15-为本发明的蜂窝梁与蜂窝楼板连接三维示意图；
图16-为图15中C处放大图；
图17-为本发明的槽法兰三维示意图。
图中：1-蜂窝金属板，2-蜂窝柱，3-蜂窝楼板，4-蜂窝梁，5-连接件，6-槽法兰，7-螺栓，8-梁法兰，9-梁柱螺，10-梁座螺，11-第一面板，12-蜂窝，13-第二面板，14-焊件，21-柱上法兰，22-柱下法兰，23-螺纹孔，24-内螺母，31-板体，32-主板框，33-A板，34-B板，41-梁体，42-支撑板，43-连板，44-连接孔，121-通孔，122-隔板，211-螺孔，221-斜座，311-安装孔，331-第一板体，332-第一主板框，341-第二板体，342-第二主板框，4’-内梁组，41’-内梁体，411’-第一上梁板，412’-第一下梁板，413’-第一内梁，4”-边梁组，41”-边梁体，42”-缺口，411”-第二上梁板，412”-第二下梁板，413”-第二内梁，414”-边梁。
具体实施方式
实施例1
如图1、图2所示，一种蜂窝板式建筑，它以蜂窝金属板1为基材，蜂窝金属板1采用在两块金属面板中间焊接金属蜂窝的结构形式，多块或单个蜂窝金属板1制成用于支撑的蜂窝柱2、蜂窝楼板3和蜂窝梁4；蜂窝柱2、蜂窝楼板3和蜂窝梁4互相螺纹连接组成蜂窝板式建筑。
如图2所示，蜂窝金属板1包括第一面板11、蜂窝12、第二面板13，蜂窝12位于第一面板11和第二面板13之间，蜂窝12与第一面板11、第二面板13之间均设有焊件14，第一面板11、第二面板13与蜂窝12通过焊件14焊接在一起，焊件14为纯铜箔。蜂窝12为折叠的金属片，第一面板11和第二面板13以及蜂窝12的材料均为不锈钢。
蜂窝12包括隔板122和通孔121，通孔121为由隔板122形成的空间，通孔121的形状为正六边形。
如图3所示，蜂窝柱2由四块蜂窝金属板1组成；四块蜂窝金属板1围绕成“口”字形，互相焊接组成蜂窝柱2，使得蜂窝柱2形成一个横截面为正方形的中空四棱柱。如图9所示，蜂窝柱2中安装有连接件5。
如图4、图5所示，蜂窝梁4由蜂窝金属板1组合而成，包括梁体41和支撑板42；梁体41由蜂窝金属板1组合成中空的矩形体，所述梁体41的内腔设有一块用于提高整体强度的 支撑板42；支撑板42为蜂窝金属板1。
具体地，蜂窝梁4有两种形式，分别为内梁组4’和边梁组4”。内梁组4’包括内梁体41’，所述内梁体41’包括第一上梁板411’、第一下梁板412’以及连接于第一上梁板411’与第一下梁板412’之间的第一内梁413’。边梁组4”包括边梁体41”，所述外梁体41”包括第二上梁板411”、第二下梁板412”、连接于第二上梁板411”与第二下梁板412”之间的第二内梁413”以及边梁414”，边梁414”承接第二上梁板411”与第二下梁板412”并延伸出，延伸出的部分用于连接用于支撑蜂窝楼板3的连板43，连板43有多块，间隔设置于相邻边梁组4”之间。第一内梁413’、第二内梁413”以及边梁414”在与蜂窝柱2的连接处均设有连接孔44，用于连接蜂窝柱2。
内梁组4’和边梁组4”均为由蜂窝金属板1组合成中空的矩形体，其内腔中设有一块用于提高整体强度的支撑板42，支撑板42为蜂窝金属板结构，支撑板42与上下两块蜂窝金属板1之间组成工字型结构。
如图1、图6、图7、图12、图13所示，蜂窝楼板3包括板体31和设于板体31底面的主板框32，板体31为蜂窝金属板1，主板框32由复数块蜂窝金属板1组成，相邻板体31之间以及板体31与蜂窝梁4之间紧固连接。蜂窝楼板3分为A板33与B板34两种。如图10所示，一块A板33与三块B板34组成蜂窝面板，蜂窝面板与蜂窝梁4的内梁组4’连接。
本实施例中，A板33包括第一板体331和第一主板框332，B板34包括第二板体341和第二主板框342。A板33的第一板体331与第一主板框332连接呈倒凸型结构，B板34的第二板体341与第二主板框342为移动错位连接，即第二板体341的一端沿第二主板框342延伸出一部分。
如图8所示，蜂窝柱2的上端内部设有柱上法兰21，蜂窝柱2的下端内部设有柱下法兰22；柱下法兰22上设有用于安装螺栓7的斜座221，柱上法兰21上设有与斜座221倾斜角度相同的螺孔211。两个蜂窝柱2在连接时，需在竖直方向上对齐，然后用螺栓7穿过斜座221固定在螺孔211上，实现两个蜂窝柱2的连接。
如图3、图9、图15～图17所示，当蜂窝梁4与蜂窝柱2连接时，蜂窝柱2在每间隔100mm处均设有螺纹孔23，螺纹孔23上焊接有内螺母24；蜂窝梁4的两端内部设有梁法兰8，蜂窝柱2的侧面安装有槽法兰6，槽法兰6通过梁柱螺9连接在蜂窝柱的内螺母24上；槽法兰6为中空结构，梁法兰8***到槽法兰6的中心空间后，通过梁座螺10将二者固定在一起。 以此方式，实现将蜂窝梁4与蜂窝柱2的螺纹连接。
如图10～图14所示，当蜂窝楼板3与蜂窝梁4的边梁组4”连接时，边梁组4”在连接处设有缺口42”，B板34延伸出的那一部分与缺口42”对接进行连接，若蜂窝楼板3均由B板34组成，则最末端的一块B板34不能实现与缺口42”的对接，因此在三块B板34之间放置一块呈倒凸型结构的A板33，即可实现最末端B板34与缺口42”的对接，内梁组4’与蜂窝楼板3的连接方式与边梁组4”一致。
每块蜂窝楼板3的板体31的四周间隔设有多个安装孔311，螺栓7通过安装孔311连接相邻的底板31或蜂窝梁4。
一种蜂窝板式建筑施工方法，采用上述的蜂窝板式建筑，包括以下步骤：
1)在工厂内完成蜂窝金属板1的制造；
2)将蜂窝金属板1打包并运送至施工现场；
3)在施工现场组装，建成蜂窝板式建筑。
实施例2
如图1、图2所示，一种蜂窝板式建筑，它以蜂窝金属板1为基材，蜂窝金属板1采用在两块金属面板中间焊接金属蜂窝的结构形式，单块或多块蜂窝金属板1制成用于支撑的蜂窝柱2、蜂窝楼板3和蜂窝梁4；蜂窝柱2、蜂窝楼板3和蜂窝梁4互相焊接组成蜂窝板式建筑。
如图2所示，蜂窝金属板1包括第一面板11、蜂窝12、第二面板13，蜂窝12位于第一面板11和第二面板13之间，蜂窝12与第一面板11、第二面板13之间均设有焊件14，第一面板11、第二面板13与蜂窝12通过焊件14焊接在一起，焊件14为纯铜箔。蜂窝12为折叠的金属片，第一面板11和第二面板13以及蜂窝12的材料均为不锈钢。
蜂窝12包括隔板122和通孔121，通孔121为由隔板122形成的空间，通孔121的形状为正六边形。
如图3所示，蜂窝柱2由四块蜂窝金属板1组成；四块蜂窝金属板1围绕成“口”字形，互相焊接组成蜂窝柱2，使得蜂窝柱2形成一个横截面为正方形的中空四棱柱。
如图4、图5所示，蜂窝梁4由蜂窝金属板1组合而成，包括梁体41和支撑板42；梁体41由蜂窝金属板1组合成中空的矩形体，所述梁体41的内腔设有一块用于提高整体强度的支撑板42；支撑板42为蜂窝金属板1。
如图1、图6、图7、图12、图13所示，蜂窝楼板3包括板体31和设于板体31底面的主板框32，板体31为蜂窝金属板1，主板框32由复数块蜂窝金属板1组成，相邻板体31之间以及板体31与蜂窝梁4之间紧固连接。蜂窝楼板3分为A板33与B板34两种。如图10所示，三块A板33与一块B板34组成蜂窝面板，蜂窝面板与蜂窝梁4的边梁组4”连接。
本实施例中，A板33包括第一板体331和第一主板框332，B板34包括第二板体341和第二主板框342。A板33的第一板体331与第一主板框332连接呈倒凸型结构，B板34的第二板体341与第二主板框342为移动错位连接，即第二板体341的一端沿第二主板框342延伸出一部分。
本实施例中，蜂窝梁、蜂窝柱、蜂窝楼板之间的连接方式均为焊接，即在两个结构接触处设置焊件，然后通过焊接方式将两个结构连接在一起。
显然，本领域的技术人员可以对本发明进行各种改动和变型而不脱离本发明的精神和范围。这样，倘若本发明的这些修改和变型属于本发明权利要求及其同等技术的范围之内，则本发明也包含这些改动和变型在内。

Claims (38)

  1. 一种蜂窝板式建筑，其特征在于：它以蜂窝金属板为基材，蜂窝金属板采用在两块金属面板中间焊接金属蜂窝的结构形式，单块或多块蜂窝金属板制成用于建筑物支撑的蜂窝柱、用于承重的蜂窝梁和蜂窝楼板；蜂窝柱、蜂窝楼板和蜂窝梁互相焊接和/或螺纹连接组成蜂窝板式建筑。
  2. 一种如权利要求1所述的蜂窝板式建筑，其特征在于：蜂窝柱支承在地基上，蜂窝梁连接在蜂窝柱上，蜂窝楼板连接在蜂窝梁上，形成建筑物的主体框架。
  3. 一种如权利要求1所述的蜂窝板式建筑，其特征在于：所述金属蜂窝板包括第一面板、蜂窝和第二面板，所述蜂窝为折叠的薄片，所述蜂窝与第一面板和第二面板之间设有连接层；或者所述连接层由钎焊、电阻焊、激光焊或胶接方式形成；或者所述蜂窝为折叠成排列有多个通孔的薄片；或者所述通孔为多边形、波纹形或圆形；或者所述第一面板和/或第二面板的材质为不锈钢、玻璃钢、碳钢、钛钢、铝合金或塑料中的一种；或者所述薄片的材质为不锈钢箔、铝箔、铜箔或塑料箔片中的一种；或者所述第一面板和第二面板以及蜂窝的材料为同一种金属。
  4. 一种如权利要求1或2或3所述的蜂窝板式建筑，其特征在于：所述蜂窝梁与蜂窝柱通过槽法兰连接。
  5. 一种蜂窝柱，其特征在于：由至少三块蜂窝金属板互联焊接和/或栓接组成柱体结构。
  6. 一种如权利要求5所述的蜂窝柱，其特征在于：所述第一面板和第二面板做成四周翻边的形状，包住蜂窝。
  7. 一种如权利要求5或6所述的蜂窝柱，其特征在于：所述蜂窝金属板侧边设有C型加强件，靠建筑物承重蜂窝柱外端的C型加强件C型的开口朝建筑物承重蜂窝柱的内部。
  8. 一种如权利要求5或6所述的蜂窝柱，其特征在于：所述蜂窝柱的柱角上均布有螺纹孔，所述螺纹孔内焊有内螺母。
  9. 一种如权利要求5或6所述的蜂窝柱，其特征在于：两个蜂窝柱通过斜向螺栓连接在一起。
  10. 一种如权利要求5或6所述的蜂窝柱，其特征在于：蜂窝柱的上端与下端均设有加强部件；建筑物承重蜂窝柱上端的加强部件为柱上法兰，下端的加强部件为柱下法兰。
  11. 一种如权利要求10所述的蜂窝柱，其特征在于：所述加强部件中设有冲压成凸型的构造。
  12. 一种如权利要求8所述的蜂窝柱，其特征在于：蜂窝柱内设有多个均匀分布的用于攻丝的凸台，凸台与螺纹孔同轴。
  13. 一种如权利要求5或6所述的蜂窝柱，其特征在于：蜂窝柱由复数块蜂窝金属板组成， 所形成的柱体截面形状为三角形或四边形或五边形或六边形；或者蜂窝柱为蜂窝金属板组成的圆柱。
  14. 一种蜂窝梁，其特征在于：包括由金属蜂窝板组合成型的梁体，所述梁体的板端连接立柱，梁体的板边连接楼板；所述梁体为由两侧的大梁及上下的梁板构成的“口”字型结构，所述大梁及梁板均由金属蜂窝板组成。
  15. 根据权利要求14所述的蜂窝梁，其特征在于：所述大梁与立柱通过法兰连接；或者所述大梁通过“U”型的梁法兰与立柱相连，所述“U”型的梁法兰三边均设有孔，位于底部的孔通过螺栓连接立柱，位于两侧的孔穿过螺栓后连接大梁；或者所述“U”型的梁法兰底部设有托板；或者梁体上设有梁法兰，立柱上设有与梁法兰相适配的柱法兰，梁法兰为凸起结构，柱法兰为与梁法兰相适配的槽结构；或者所述梁法兰和柱法兰通过螺栓组件连接大梁和立柱，所述螺栓组件包括梁柱螺和梁座螺，所述柱法兰与立柱通过梁柱螺连接，梁法兰与蜂窝梁通过梁座螺连接。
  16. 根据权利要求14或15所述的蜂窝梁，其特征在于：所述梁体的上端两侧内收呈现“凸”型形状而形成双台阶，梁体的下端单边内收出一个单台阶。
  17. 根据权利要求14或15所述的蜂窝梁，其特征在于：所述梁体的上下端的内收部件单独设置，内收部件的厚度大于两侧的金属蜂窝板的面板厚度，上下端的内收部件内部设有蜂窝芯。
  18. 根据权利要求14或15所述的蜂窝梁，其特征在于：所述两侧的金属蜂窝板的面板做成四周折边的形状，盖住梁体。
  19. 根据权利要求14或15所述的蜂窝梁，其特征在于：所述金属蜂窝板包括第一面板、蜂窝层和第二面板，所述蜂窝层为折叠成型的薄片，所述蜂窝层与第一面板和第二面板之间设有连接层；或者所述连接层由钎焊、电阻焊、激光焊或胶接方式形成。
  20. 根据权利要求19所述的蜂窝梁，其特征在于：所述第一面板和第二面板做成四周折边的 形状，包住蜂窝芯。
  21. 根据权利要求14或15所述的蜂窝梁，其特征在于：所述梁体与立柱的连接处间隔焊接有连接件，每个连接件上设有安装孔，梁体与立柱通过螺栓组件连接；所述每个连接件的一侧设有便于拧紧螺栓组件的预留空间。
  22. 根据权利要求14或15所述的蜂窝梁，其特征在于：所述梁体与楼板的连接处间隔设有预留安装孔，预留安装孔上焊接螺母或攻丝。
  23. 根据权利要求21所述的蜂窝梁，其特征在于：所述立柱与连接件的连接处设有预留螺孔，所述螺栓组件通过安装孔旋入预留螺孔进行固定连接。
  24. 根据权利要求21所述的蜂窝梁，其特征在于：所述预留空间内设有加强件，所述加强件的一端与连接件连接，另一端连接于金属蜂窝板之间；或者所述加强件焊接于连接件与金属蜂窝板之间。
  25. 根据权利要求14或15任一项所述的蜂窝梁，其特征在于：所述梁体的内腔设有至少一块用于提高整体强度的支撑板；或者所述支撑板为金属蜂窝板。
  26. 一种蜂窝楼板，其特征在于：包括板体和设于板体底面的主板框，所述板体为金属蜂窝板，所述主板框由复数块金属蜂窝板组成，相邻板体之间以及板体与大梁之间紧固连接。
  27. 根据权利要求26所述的蜂窝楼板，其特征在于：所述板体与主板框通过焊接、胶接、或栓接连接在一起。
  28. 根据权利要求26所述的蜂窝楼板，其特征在于：所述主板框与板体之间为非对齐式连接，主板框在板体底面的位置使得相邻板体之间相适配的对接在一起；或者所述板体与主板框连接成倒凸型结构；或者所述板体与主板框为错位连接。
  29. 根据权利要求28所述的蜂窝楼板，其特征在于：所述板体的四周宽于主板框。
  30. 根据权利要求26所述的蜂窝楼板，其特征在于：所述板体与主板框之间为对齐式连接。
  31. 根据权利要求26～30任一项所述的蜂窝楼板，其特征在于：所述相邻板体之间以及板体与大梁之间采用焊接和/或栓接的方式紧固。
  32. 根据权利要求26～30任一项所述的蜂窝楼板，其特征在于：所述金属蜂窝板包括第一面板、蜂窝层和第二面板，所述蜂窝层为折叠成型的薄片，所述蜂窝层与第一面板和第二面板之间设有连接层；或者所述连接层由钎焊、电阻焊、激光焊或胶接方式形成。
  33. 根据权利要求32所述的蜂窝楼板，其特征在于：所述第一面板和第二面板做成四周翻边的形状，包住蜂窝层。
  34. 根据权利要求26～30任一项所述的蜂窝楼板，其特征在于：所述板体四周间隔设有多个安装孔，每个安装孔的一侧设有便于拧紧螺栓组件的预留空间；或者所述螺栓组件经连接件和安装孔与其它板体或大梁之间紧固连接；或者所述预留空间内设有加强件，所述加强件上设有腰孔。
  35. 根据权利要求34所述的蜂窝楼板，其特征在于：所述加强件包括匚型槽和凹槽，所述腰孔设于凹槽的一侧端；或者所述匚型槽和凹槽冲压成型。
  36. 根据权利要求34所述的蜂窝楼板，其特征在于：所述预留空间的外侧设有活盖；或者所述连接件上设有活盖。
  37. 根据权利要求32所述的蜂窝楼板，其特征在于：所述第二面板上设有至少四个螺纹孔，第一面板与第二面板之间安装有与螺纹孔相对应的支撑件，支撑件的末端安装于第二面板的螺纹孔中；或者所述支撑件通过螺母安装于第二面板的螺纹孔中；或者所述第一面板与支撑件之间、螺母与螺纹孔之间、支撑件与螺母之间通过钎焊连接成一体；或者所述支撑件为型钢或金属支撑柱。
  38. 根据权利要求34所述的蜂窝楼板，其特征在于：所述螺栓组件通过安装孔或腰孔连接相邻的板体和/或大梁；或者所述大梁为由金属蜂窝板形成的蜂窝梁；或者所述蜂窝梁设有预留螺孔，所述预留螺孔上焊接螺母或攻丝，所述螺栓组件依次通过腰孔或安装孔旋入预留螺孔中进行固定连接。
PCT/CN2016/111312 2015-12-21 2016-12-21 一种蜂窝柱、蜂窝梁、蜂窝楼板及蜂窝板式建筑 WO2017107922A1 (zh)

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CN201510962445.2A CN106894576A (zh) 2015-12-21 2015-12-21 一种建筑物承重蜂窝柱
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CN201510962366.1 2015-12-21
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CN201510962197.1A CN106894572A (zh) 2015-12-21 2015-12-21 一种蜂窝板式建筑及其施工方法
CN201510962317.8A CN106894560A (zh) 2015-12-21 2015-12-21 一种蜂窝楼板及蜂窝楼面
CN201510962366.1A CN106894575A (zh) 2015-12-21 2015-12-21 一种蜂窝梁
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CN111088934A (zh) * 2018-10-23 2020-05-01 浙江厚岸科技发展有限公司 具有防撞功能的钛金属防盗门及钛门板制作方法

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CN111088934A (zh) * 2018-10-23 2020-05-01 浙江厚岸科技发展有限公司 具有防撞功能的钛金属防盗门及钛门板制作方法

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