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CN106760102B - Steel structure straw material board composite floor board member - Google Patents

Steel structure straw material board composite floor board member Download PDF

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Publication number
CN106760102B
CN106760102B CN201611260356.4A CN201611260356A CN106760102B CN 106760102 B CN106760102 B CN 106760102B CN 201611260356 A CN201611260356 A CN 201611260356A CN 106760102 B CN106760102 B CN 106760102B
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beams
straw
steel
shaped
groove
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CN106760102A (en
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魏群
魏鲁双
高阳秋晔
刘尚蔚
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Henan Ocar Parker Technology Co ltd
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    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B5/00—Floors; Floor construction with regard to insulation; Connections specially adapted therefor
    • E04B5/02—Load-carrying floor structures formed substantially of prefabricated units
    • E04B5/10—Load-carrying floor structures formed substantially of prefabricated units with metal beams or girders, e.g. with steel lattice girders
    • 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
    • E04B5/02—Load-carrying floor structures formed substantially of prefabricated units
    • E04B5/14—Load-carrying floor structures formed substantially of prefabricated units with beams or girders laid in two directions
    • 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
    • E04C2/02—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by specified materials
    • E04C2/26—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by specified materials composed of materials covered by two or more of groups E04C2/04, E04C2/08, E04C2/10 or of materials covered by one of these groups with a material not specified in one of the groups
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
    • E04C3/00—Structural elongated elements designed for load-supporting
    • E04C3/02—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces
    • E04C3/29—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces built-up from parts of different material, i.e. composite structures
    • E04C3/292—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces built-up from parts of different material, i.e. composite structures the materials being wood and metal

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  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Physics & Mathematics (AREA)
  • Electromagnetism (AREA)
  • Life Sciences & Earth Sciences (AREA)
  • Wood Science & Technology (AREA)
  • Chemical & Material Sciences (AREA)
  • Composite Materials (AREA)
  • Joining Of Building Structures In Genera (AREA)
  • Building Environments (AREA)

Abstract

一种钢结构秸秆材质板复合楼承板构件，包括上面板、下面板和内侧桁架体；上面板、下面板分别铺装在内侧桁架体两侧，所述内侧桁架体是包括横梁、纵梁和斜梁通过端部连接件对接形成的钢结构秸秆复合建筑构件连接结构，在所述横梁、纵梁和斜梁间隙内填充匹配的秸秆压缩芯体；该钢结构秸秆材质板复合楼承板构件，利用了钢结构型材的连接便捷性，高强度，同时将压缩秸秆芯体嵌入到钢材的内部，相比于原有混凝土填充的方案来说，能够降低构件的自重，同时能够利用秸秆的保温性能提升该复合建筑构件的保温性能，提升建成房屋的墙体的保温性。

Figure 201611260356

A steel structure straw material board composite floor deck member, comprising an upper panel, a lower panel and an inner truss body; the upper panel and the lower panel are respectively paved on both sides of the inner truss body, and the inner truss body is composed of cross beams, longitudinal beams A steel structure straw composite building component connection structure formed by butt joint with oblique beams through end connectors, and the matching straw compression core is filled in the gaps of the cross beams, longitudinal beams and oblique beams; the steel structure straw material board composite floor deck The components take advantage of the convenience and high strength of the steel structure profiles, and at the same time embed the compressed straw core into the steel. Compared with the original concrete filling scheme, the self-weight of the components can be reduced, and the straw The thermal insulation performance improves the thermal insulation performance of the composite building component, and improves the thermal insulation performance of the wall of the built house.

Figure 201611260356

Description

Steel structure straw material board composite floor support plate member
Technical Field
The invention mainly relates to the technical field of steel structural members, in particular to a steel structural straw material plate composite floor support plate member.
Background
In recent years, due to the advantages of high construction speed, high production efficiency and the like, steel structural members are used as building frameworks more and more, and as long-term civil buildings, after the steel structural members are built as frameworks, the steel structural members are generally cast with concrete, and spaces among the frameworks are filled with building blocks or concrete to form walls or floor support plates.
Disclosure of Invention
In order to solve the problems, the invention provides a steel structure straw board composite floor support plate member.
The technical scheme of the invention is as follows: a steel structure straw material board composite floor support plate member comprises an upper panel, a lower panel and an inner side truss body; upper panel, lower panel mat formation respectively in inboard truss body both sides, characterized by: the inner truss body is a steel structure straw composite building component connecting structure formed by butting a cross beam, a longitudinal beam and an oblique beam through end connecting pieces, and matched straw compression cores are filled in gaps among the cross beam, the longitudinal beam and the oblique beam;
the beam, the longitudinal beam and the oblique beam are steel structure straw composite building components and comprise two groove-shaped steel sections which are same in length and are arranged in a butt joint mode, each groove-shaped steel section comprises side plates on two sides and a web plate connected between the side plates, the edges of the side plates are flanged inwards, the flanged portions are parallel to the side plates and have gaps, straw compression cores are arranged inside the two groove-shaped steel sections, and the cross section shapes of the cores are matched with the cross section shapes inside the two groove-shaped steel sections;
the end connecting piece comprises two groove-shaped inclusions and an end plate, the end parts of the two groove-shaped inclusions are fixedly connected to the end plate, the two groove-shaped inclusions comprise groove side plates and groove bottom plates on two sides, the cross section shape of the groove-shaped inclusions is matched with the outer cross section shape of the groove-shaped steel, the two groove-shaped inclusions wrap the end part of the groove-shaped steel, the groove side plates of the groove-shaped inclusions, the side plates of the groove-shaped steel and a flanging are fixedly connected through rivets, at least one group of opposite sides of the end plate symmetrically extend out of the groove-shaped inclusions to form an outer edge, and a connecting hole is formed in the outer edge; the curb plate and the web of cell type shaped steel are equipped with the rectangle bolt hole first of equipartition along the generating line direction, be equipped with centrosymmetric protruding stuck point in rectangle bolt hole first both sides and the internal surface that is located shaped steel, end connection's groove side board, the groove bottom plate, be equipped with the rectangle bolt hole second that corresponds with above-mentioned rectangle bolt hole first position on the end plate, the bolt that passes through the rectangle stalk portion at end connection and the position of cell type shaped steel suit is connected, the bolt of this rectangle stalk portion penetrates behind rectangle bolt hole first and the rectangle bolt hole second rotation and protruding stuck point contact and blocks, externally mounted nut is with end connection and cell type shaped steel fixed connection.
The connection relation of the cross beam, the longitudinal beams and the oblique beams is that the longitudinal beams are equally arranged on the cross beam, and two oblique beams which are longitudinally adjacent form a certain angle and are arranged on the same side surface of the two adjacent longitudinal beams.
The straw compression core body is formed by stacking a straw compression plate, an insulation plate and a fireproof plate from the center to two sides in sequence.
The invention has the technical effects that:
this compound building carrier plate component of steel construction straw material board has utilized the connection convenience of steel structural section, high strength, and the inside of compressing the straw core embedding steel simultaneously compares in the scheme that original concrete was filled, can reduce the dead weight of component, can utilize the thermal insulation performance of straw to promote this compound building element's thermal insulation performance simultaneously, promotes the thermal insulation performance of the wall body of building into the house.
The bolt connecting holes A arranged on the rectangular section bar and the bolt connecting holes B arranged on the end connecting pieces are fixedly connected through bolts of the square handle parts, and the limiting structures of the protruding clamping points are combined, so that the problem of later-stage arrangement of bolts is solved, the installation mode is simplified, and the effect of quick installation can be realized.
Drawings
FIG. 1 is one of the schematic structural views of a deck;
FIG. 2 is a schematic view of the cross-sectional F-F structure of FIG. 1;
FIG. 3 is a schematic structural view of the steel structure straw composite building component;
FIG. 4 is a schematic view of the cross-sectional structure A-A of FIG. 3;
FIG. 5 is a second schematic view of the cross-sectional structure A-A of FIG. 3;
FIG. 6 is a schematic view of the cross-sectional structure B-B of FIG. 3;
FIG. 7 is a second schematic view of the cross-sectional structure B-B of FIG. 3;
FIG. 8 is an enlarged partial schematic view of FIG. 4 or FIG. 5;
FIG. 9 is an enlarged partial schematic view of FIG. 6 or FIG. 7;
FIG. 10 is a front view of the overwrap end connector;
FIG. 11 is a schematic left side view of the structure of FIG. 10;
FIG. 12 is a schematic cross-sectional view of the channel steel of FIG. 1;
in the figure, the truss comprises a longitudinal beam 1, a transverse beam 2, an oblique beam 3, an upper panel 4, a lower panel 5 and an inner truss body 6.
a1. The device comprises an outer wrapping type end connecting piece, a2. a straw compression core body, a3. groove-shaped steel, a4. rivets, a5. square shank bolts and a6. through bolts; a101. the device comprises an inclusion, an a102 end plate, an a103 square hole B, an a104 convex clamping point; a301. square hole first, a302. protruding stuck point on the shaped steel.
Detailed Description
The first embodiment is as follows: referring to fig. 1 to 12, the composite floor deck member of the steel structure straw board comprises an upper panel, a lower panel and an inner truss body; upper panel, lower panel mat formation respectively in inboard truss body both sides, characterized by: the inner truss body is a steel structure straw composite building component connecting structure formed by butting a cross beam, a longitudinal beam and an oblique beam through end connecting pieces, and matched straw compression cores are filled in gaps among the cross beam, the longitudinal beam and the oblique beam;
the beam, the longitudinal beam and the oblique beam are steel structure straw composite building components and comprise two groove-shaped steel sections which are same in length and are arranged in a butt joint mode, each groove-shaped steel section comprises side plates on two sides and a web plate connected between the side plates, the edges of the side plates are flanged inwards, the flanged portions are parallel to the side plates and have gaps, straw compression cores are arranged inside the two groove-shaped steel sections, and the cross section shapes of the cores are matched with the cross section shapes inside the two groove-shaped steel sections;
the end connecting piece comprises two groove-shaped inclusions and an end plate, the end parts of the two groove-shaped inclusions are fixedly connected to the end plate, the two groove-shaped inclusions comprise groove side plates and groove bottom plates on two sides, the cross section shape of the groove-shaped inclusions is matched with the outer cross section shape of the groove-shaped steel, the two groove-shaped inclusions wrap the end part of the groove-shaped steel, the groove side plates of the groove-shaped inclusions, the side plates of the groove-shaped steel and a flanging are fixedly connected through rivets, at least one group of opposite sides of the end plate symmetrically extend out of the groove-shaped inclusions to form an outer edge, and a connecting hole is formed in the outer edge; the curb plate and the web of cell type shaped steel are equipped with the rectangle bolt hole first of equipartition along the generating line direction, be equipped with centrosymmetric protruding stuck point in rectangle bolt hole first both sides and the internal surface that is located shaped steel, end connection's groove side board, the groove bottom plate, be equipped with the rectangle bolt hole second that corresponds with above-mentioned rectangle bolt hole first position on the end plate, the bolt that passes through the rectangle stalk portion at end connection and the position of cell type shaped steel suit is connected, the bolt of this rectangle stalk portion penetrates behind rectangle bolt hole first and the rectangle bolt hole second rotation and protruding stuck point contact and blocks, externally mounted nut is with end connection and cell type shaped steel fixed connection. The bolt connecting holes A and the bolt connecting holes B arranged on the end connecting pieces are fixedly connected through the bolts of the square handle parts, and the limiting structures of the protruding clamping points are combined, so that the problem of later-stage arrangement of the bolts is solved, the installation mode is simplified, and the effect of quick installation can be realized. The bolt connecting holes A arranged in the rectangular shape and the bolt connecting holes B arranged on the end connecting pieces are fixedly connected through bolts of the square handle portions, and the limiting structures of the protruding clamping points are combined, so that the problem that bolts are difficult to place in the later period is solved, the mounting mode is simplified, and the effect of quick mounting can be realized.
The connection relation of the cross beam, the longitudinal beams and the oblique beams is that the longitudinal beams are equally arranged on the cross beam, and two oblique beams which are longitudinally adjacent form a certain angle and are arranged on the same side surface of the two adjacent longitudinal beams.
The straw compression core body is formed by stacking a straw compression plate, an insulation plate and a fireproof plate from the center to two sides in sequence.

Claims (3)

1.一种钢结构秸秆材质板复合楼承板构件，包括上面板、下面板和内侧桁架体；上面板、下面板分别铺装在内侧桁架体两侧，其特征是：所述内侧桁架体是包括横梁、纵梁和斜梁通过端部连接件对接形成的钢结构秸秆复合建筑构件连接结构，在所述横梁、纵梁和斜梁间隙内填充匹配的秸秆压缩芯体；1. A steel structure straw material board composite floor deck member, comprising an upper panel, a lower panel and an inner truss body; the upper panel and the lower panel are respectively paved on both sides of the inner truss body, and it is characterized in that: the inner truss body It is a steel structure straw composite building component connection structure formed by connecting beams, longitudinal beams and oblique beams through end connectors, and filling the gaps between the beams, longitudinal beams and oblique beams with matching straw compression cores; 所述横梁、纵梁和斜梁采用钢结构秸秆复合建筑构件，包括两个长度相同并对口布置的槽型型钢，该槽型型钢包括两侧的侧板和连接在侧板之间的腹板，所述的侧板的边沿向内侧的翻边，翻边部分与侧板平行并有间隙，所述的两个槽型型钢内部设有秸秆压缩芯体，该芯体的截面形状与两个槽型型钢内部的横截面形状匹配；The beams, longitudinal beams and inclined beams are steel-structured straw composite building components, including two channel-shaped steels of the same length and arranged opposite each other. The channel-shaped steel includes side plates on both sides and a web connected between the side plates. , the edge of the side plate is flanged inward, and the flange part is parallel to the side plate and has a gap. The two groove-shaped steels are provided with a straw compression core, and the cross-sectional shape of the core is the same as that of the two Cross-sectional shape matching inside the channel section; 所述的端部连接件包括两个槽型包裹体和端板，两个槽型包裹体端部固定连接在端板上，两个槽型包裹体包括两侧的槽边板和槽底板，槽型包裹体的横截面形状与槽型型钢外部横截面形状匹配，两个槽型包裹体包覆在槽型型钢的端部，槽型包裹体的槽边板、槽型型钢的侧板和翻边三者通过铆钉固定连接，所述的端板至少有一组对边对称伸出槽型包裹体外形成外沿，该外沿上设有连接孔；槽型型钢的侧板和腹板沿母线方向设有均布的长方形螺栓孔甲，在长方形螺栓孔甲两侧并且位于型钢的内表面设有中心对称的凸起卡点，端部连接件的槽边板、槽底板、端板上设有与上述长方形螺栓孔甲位置对应的长方形螺栓孔乙，在端部连接件与槽型型钢套装的部位通过长方形柄部的螺栓进行连接，该长方形柄部的螺栓穿入长方形螺栓孔甲和长方形螺栓孔乙后旋转与凸起卡点接触卡住，外部安装螺母将端部连接件和槽型型钢固定连接。The end connector includes two slot-shaped inclusions and end plates, the ends of the two slot-shaped inclusions are fixedly connected to the end plates, and the two slot-shaped inclusions include slot side plates and slot bottom plates on both sides, The cross-sectional shape of the trough-shaped inclusions matches the external cross-sectional shape of the trough-shaped steel. The two trough-shaped inclusions are wrapped around the ends of the trough-shaped steel. The three flanges are fixedly connected by rivets, and the end plate has at least one set of opposite sides symmetrically protruding out of the groove-shaped wrapping body to form an outer edge, and the outer edge is provided with connecting holes; the side plate and the web plate of the groove-shaped steel are along the busbar There are evenly distributed rectangular bolt holes in the direction, on both sides of the rectangular bolt holes and on the inner surface of the section steel are provided with centrally symmetric raised clamping points, and the groove side plates, groove bottom plates and end plates of the end connectors are provided with There is a rectangular bolt hole B corresponding to the position of the above-mentioned rectangular bolt hole A. The end connector and the groove-shaped steel set are connected by the bolt of the rectangular shank, and the bolt of the rectangular shank penetrates the rectangular bolt hole A and the rectangular shank. After the bolt hole B is rotated, it is in contact with the raised clamping point, and the external mounting nut connects the end connector and the channel steel. 2.根据权利要求1所述的钢结构秸秆材质板复合楼承板构件，其特征是：所述的横梁、纵梁和斜梁的连接关系是若干个纵梁均等安装在横梁上，纵向相邻的两个斜梁成一定角度安装在相邻两个纵梁的同一侧面上。2. The steel structure straw material board composite floor deck member according to claim 1 is characterized in that: the connection relationship of the cross beam, the longitudinal beam and the inclined beam is that several longitudinal beams are equally installed on the cross beam, and the longitudinal beams are in phase with each other. The two adjacent inclined beams are installed on the same side of the adjacent two longitudinal beams at a certain angle. 3.根据权利要求1所述的钢结构秸秆材质板复合楼承板构件，其特征是：所述的秸秆压缩芯体为从中心到两侧依次为秸秆压缩板、保温板、防火板叠加而成。3. The steel structure straw material board composite floor deck member according to claim 1, characterized in that: the straw compression core is composed of a straw compression board, a thermal insulation board, and a fireproof board stacked in sequence from the center to both sides. to make.
CN201611260356.4A 2016-12-30 2016-12-30 Steel structure straw material board composite floor board member Active CN106760102B (en)

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CN109138157A (en) * 2017-06-16 2019-01-04 河南天丰钢结构建设有限公司 A kind of steel construction boundling combined member
CN111155716A (en) * 2019-12-26 2020-05-15 河南奥斯派克科技有限公司 Gold-coated silver steel structure straw building component

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CN104164933B (en) * 2014-07-23 2016-06-08 华北水利水电大学 Steel frame prestressing force junked tire residential building board
CN106245837A (en) * 2016-09-06 2016-12-21 南京工业大学 Assembled GFRP pultruded profile-core wood combined floor structure system
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