CN101899886B - Building component with composite structure - Google Patents
Building component with composite structure Download PDFInfo
- Publication number
- CN101899886B CN101899886B CN2010101615611A CN201010161561A CN101899886B CN 101899886 B CN101899886 B CN 101899886B CN 2010101615611 A CN2010101615611 A CN 2010101615611A CN 201010161561 A CN201010161561 A CN 201010161561A CN 101899886 B CN101899886 B CN 101899886B
- Authority
- CN
- China
- Prior art keywords
- building unit
- composite construction
- grid
- compression body
- construction according
- Prior art date
- Legal status (The legal status 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 status listed.)
- Expired - Fee Related
Links
Images
Landscapes
- Panels For Use In Building Construction (AREA)
Abstract
The invention provides a building component with a composite structure. The building component comprises a pressure resistant body (1) and packing grids (3), wherein the packing grids (3) are coated on the surface of the pressure resistant body (1); joints of the packing grids (3) are reserved on the symmetric end surface of the pressure resistant body (1); wherein, a tensile core (2) is packed by the pressure resistant body (1), the end faces of the tensile core (2) that is longer than the pressure resistant body (1) form symmetrical joints; and the building component with the composite structure is formed into the building component or construction with a corresponding spatial gridding structure according to a certain spatial regular arrangement and crossing joint. The building component with the composite structure has uniform stress distribution and remarkable pressure resistance and bending resistance. Reticular structure walls, wall boards, roof panels and related building components, which are constructed by the novel composite components, have the advantages of good integration and stable structure, and can endure larger concentrated load and asymmetric load.
Description
Technical field
The utility model relates to a kind of building unit of building field, particularly relates to a kind of building unit of composite construction.
Background technology
At present; Members such as the Light trabs of extensive use, light body roof panel mainly adopt armored concrete slab with certain intensity, steel wire grid plate, fiberglass gridding plate etc. to be the template member of surface layer; Be the range upon range of composite construction that functional core materials such as insulation and sound insulation have been filled in inside, or the linear steel wire of tension arranged between double face slab across the interconnective gauze wire cloth frame plate of sandwich layer.The common shortcoming of the structure of these template members is: can't transmit pressure between the plate face and cause the resistance to compression of template member, fracture resistance poor; Poor, the structural unstable defective of globality between the range upon range of compound material.
The utility model content
The utility model technical problem to be solved is to provide a kind of building unit of composite construction; Utilize composite component to be configured to the cancellated network frame plate in space; The folded composite monolithic property of resistance to compression, fracture resistance difference and various material layers that solves above-mentioned template member is poor, structural unstable problem.
In order to address the above problem, the building unit of the utility model composite construction comprises compression body and constrained grid, and constrained grid wraps up the outer surface of compression body, and receives force direction symmetry end face to leave constrained grid joint at compression body.
Described compression body inside is by receiving force direction parcel tensile core, and tensile core grows the end face of compression body, forms the joint of symmetry.
Can also be wrapped in the root tensile core continuously or be wrapped in same constrained grid continuously by a plurality of compression bodies.
Tensile core is reinforcing bar, steel wire, the twisted wire between the diameter 1.5mm-20mm, or the tensile structure material of bamboo tow, fiber twisted rope,
Described constrained grid is that specification is that the grid between 2mm * 2mm-20mm * 20mm, the grid of rhombus constitute, and its material is the linear tensile structure material of steel wire, synthetic fibers, composite fibre or polymer impregnated fiber.
The polyhedron that is shaped as shaft-like cylinder, prism and plate shape of described compression body; Compression body is natural stone material, artificial synthetic glass, pottery; Be organic polymer, synthetic rubber; Also inorganic silicate, chlorine oxygen magnesium class cementitious material are gone back single or compound rigidity or elastic reactance laminated structure material with compressive property.
The building unit of described composite construction is regularly arranged by certain locus, the link span that crosses constitutes cancellated building unit of additional space or structure.
The building unit that the utility model is compound; It is even to have stress distribution; Resistance to compression, fracture resistance are remarkable, and net structure body of wall, wallboard, roof panel and relevant building unit by this NEW TYPE OF COMPOSITE member framework have good integrity; Stability Analysis of Structures can be born bigger point load and non-symmetrical load.
Description of drawings
Fig. 1 is the branching rod element elevation of composite construction building unit.
Fig. 2 is the branching rod element vertical view of composite construction building unit.
Fig. 3 is the branching rod element A-A sectional drawing of Fig. 1 composite construction building unit.
Fig. 4 is the plate element structure sketch map of composite construction building unit.
Fig. 5 is the plate member B-B sectional drawing of Fig. 4 composite construction building unit.
Fig. 6 is the web plate skeleton floor map of composite construction building unit framework.
Fig. 7 is the web plate cage construction sketch map of composite construction building unit framework.
Fig. 8 is the bar node enlarged diagram of Fig. 6 composite construction building unit framework.
Fig. 9 is the plate assembling web plate facing sketch map of composite construction building unit.
Figure 10 is a cast-in-situ concrete web plate sketch map.
Figure 11 is the cavity polyhedron structure sketch map of composite construction building unit framework.
Figure 12 is the work sketch map of cavity polyhedron structure.
Figure 13 is the pole of composite construction building unit and the space spherical shell sketch map of plate framework.
Figure 14 is the plate rack floor map of composite construction building unit.
Figure 15 is the enlarged diagram of Figure 14 plate node 10.
Among the figure 1, compression body, 2, tensile core, 3, constrained grid, 4, chord member, 5, web member, 6, the bar node; 7, structure cementitious materials, 8, functional material, 9, plate, 10, steel concrete, 11, the cavity structure; 12, floor, 13, pole, 14, plate, 15, plate, 16, plate node.
The specific embodiment
Fig. 1, Fig. 2, Fig. 3, be depicted as the branching rod element of composite construction building unit, this branching rod element is radially to wrap up a tensile core 2 by compression body 1, the surface of constrained grid 3 parcel compression bodies 1; Fig. 4, shown in Figure 5 be the plate member of the another kind of form of composite construction building unit, the tensile core 2 that many warps of compression body 1 parcel, latitude two directions are intersected, the surface of constrained grid 3 parcel compression bodies 1.The branching rod element of composite construction building unit and plate member are isostructural two kinds of forms.But the abnormal shape of the cross sectional shape regular polygon of the branching rod element of composite construction building unit, circle or band function trough; The plate member is that certain thickness cross section is wedge shape, trapezoidal, polygon that circular arc is inlayed tongue and groove.
The strength criterion of the shape of the building unit of composite construction, section configuration, specification, compression-resistant structure material; Compression-resistant structure material and tensile structure material chosen; And composite structural member spatial arrangements rule and functional requirement, all can adjust and change according to actual conditions, below be concrete examples of implementation:
Embodiment one
Fig. 6, web plate cage construction shown in Figure 7; Be that branching rod element framework by the composite construction building unit forms; This pole is the four-prism cube, and end face is the terrace with edge shape, and the opsition dependent relation is divided into chord member 4 and web member 5; Bar node 6 as shown in Figure 8 is made up of four chord members and four web members; Wherein the tensile core of chord member 4-1 one end radially is connected with the tensile core of another chord member 4-2, links together in the tensile core of broadwise and two chord member 4-3 and 4-4 again in the tensile core of this chord member 4-1, and chord member 4-1,4-2,4-3 and 4-4 form the bar node of " cross " structure; The end of web member 5-1,5-2,5-3 and 5-4 is connected with this bar node 6 by the tensile core of certain angle oblique bar node 6 and four web members respectively, and forming a vertical view is " rice word " structure.All chord members and web member all are connected to each other with the frame mode of node 6 and are in the same place, and relevant chord member and the constrained grid in the web member link together in bar node 6, have finally formed a template rack cage construction.This structure reduces than steel space truss structure cost.
Above-mentioned each rod member tensile core of template rack cage construction and the connected mode of constrained grid adopt weld, ties up, bonds or form such as woollen yarn knitting is coupled to each other, and bar node 6 uses the binding materials fillings.The specification of chord member 4 is 20mm * 20mm * 76mm, and the specification of web member 5 is 20mm * 20mm * 80mm, and the network frame plate single face specification of framework is 1200mm * 600mm, and network frame plate thickness is 105mm, and bar node 6 is the cube in 12mm * 12mm cross section.The binding material of filling is the material that can be become hard solid by liquid state or semi-solid state with adhesive property, generally is used for the bonding or the caulking material of construction work.
Embodiment two
As shown in Figure 9; On the basis of template rack cage construction; In the space of the grid that chord member makes up, inlay plate 9, plate 9 is the plate tectonice of composite building components, and the tensile core of plate 9 and constrained grid and chord member connect; The slit of plate 9 and chord member recharges binding material, smears functional material 8 or pastes the decorative material facing in its surface spray then.In addition, net structure skeleton middle cavity can be filled in functional material according to the functional requirement of member.Material different performance, different complex form achievement net structures have different rigidity or elastic performance, and the rack of elastic structural material can be used as the elasticity grid.Functional material is meant finish material, heat insulating material, heat-storing material, sound insulation materials, waterproofing materials, fire proofing material of load-bearing material with certain intensity, decoration functions etc.; Also material or composite materials such as metal, nonmetal, daylighting, waterproof, fire prevention.
In addition, shown in figure 10, this template rack skeleton can be hung at the string face inner surface of chord member framework and take fine and closely woven grid and do not have mould and build steel concrete 10, forms the external surface rack of bearing wall, decorates as having certain function metope and being convenient to appearance.
Embodiment three
Shown in figure 11; The structure 11 of composite construction building unit framework; Be the pentahedron that is built into " pyramid " shape by the pole of composite construction building unit, the tensile core of adjacent struts and constrained grid interconnect, and pentahedral surface hangs takes fine and closely woven grid; Forms such as the connected mode of tensile core and constrained grid can adopt welding, puts bundle, bonding or woollen yarn knitting are hollow in the middle of the polyhedron structure of such composite construction building unit.Shown in figure 12; With the cavity polyhedron structure 11 of composite construction building unit as filler; By the steel grid space position of certain regularly placing in tension district, floor 12 bottom; So cast-in-place concrete floor 12 just can alleviate the weight of self, and simultaneously, the polyhedron structure of composite construction building unit are because structure of oneself and shape make floor 12 structures stable more and solid.
Embodiment four
The space spherical shell sketch map of the pole of composite construction building unit shown in Figure 13 and plate framework; By the cross section is the different pole 13 of length of triangle; Net structure by certain rules architecture globulate; String veil eye has been inlayed the plate 14 that shape, specification are complementary, and the tensile core of plate 14 and constrained grid and pole 13 connect formation space spherical shell, fill the slit between pole 13 and the plate 14 by binding material again; Then inside and outside spray is smeared functional material or is pasted decorative material (member) facing, forms firm space spherical shell and is used for above and below ground structure such as biogas facility, reservoir.
Embodiment five
The plate space truss structure of composite construction building unit shown in figure 14; Having adopted specification is the plate 15 of the rhombus composite construction building unit of 200mm * 200mm * 20mm; The end face of plate is a wedge shape; By shown in Figure 15, an end face of 6 plates is vertical around same centre point, and closely arrangement forms a circle; The shape that vertical view is
of the plate node 16 that forms is arranged; The constrained grid of plate node 16 adjacent plates is concentrated in plate node 16, can adopt welding, ties up, bonds, form such as woollen yarn knitting connects, again by binding material infill panel node 16; All plates connect according to same structure, have formed the penetrating prismatic cavity structure of polygon.The plate space truss structure of this composite construction building unit is mainly used in roadbed bank protection, the massif bank protection of enclosure wall, highway, railway, and can be configured to the light collecting body of printing opacity, also form production building block in view of the above at mesh cavity greening vegetation or reflective membrane plate.
Claims (8)
1. the building unit of a composite construction; It is characterized in that: comprise compression body (1) and constrained grid (3), constrained grid (3) is wrapped on the surface of compression body (1), and receives force direction symmetry end face to leave the joint of constrained grid (3) at compression body (1); Wherein, The internal package tensile core (2) of compression body (1), tensile core (2) grows the end face of compression body (1), forms the joint of symmetry.
2. the building unit of composite construction according to claim 1 is characterized in that: be wrapped in root tensile core (2) continuously or be wrapped in a constrained grid (3) continuously by a plurality of compression bodies (1).
3. the building unit of composite construction according to claim 1 and 2 is characterized in that: described tensile core (2) is reinforcing bar, steel wire, twisted wire between the diameter 1.5mm-20mm, or the tensile structure material of bamboo tow, fiber twisted rope.
4. the building unit of composite construction according to claim 1, other are characterised in that: described constrained grid (3) is that the grid between 2mm * 2mm-20mm * 20mm, the grid of rhombus constitute by specification.
5. the building unit of composite construction according to claim 1, it is characterized in that: constrained grid (3) is steel wire or polymer impregnated fiber.
6. the building unit of composite construction according to claim 1 is characterized in that: the polyhedron that is shaped as shaft-like cylinder, prism or plate shape of described compression body (1).
7. the building unit of composite construction according to claim 1 is characterized in that: described compression body (1) is natural stone material, artificial synthetic glass, pottery, perhaps synthetic rubber, inorganic silicate, magnesium oxychloride cementing material.
8. the building unit of composite construction according to claim 1 and 2 is characterized in that: the building unit of described composite construction is regularly arranged by certain locus, the link span that crosses constitutes cancellated building unit of correlation space or structure.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2010101615611A CN101899886B (en) | 2010-04-28 | 2010-04-28 | Building component with composite structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2010101615611A CN101899886B (en) | 2010-04-28 | 2010-04-28 | Building component with composite structure |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN101899886A CN101899886A (en) | 2010-12-01 |
| CN101899886B true CN101899886B (en) | 2012-05-30 |
Family
ID=43225772
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN2010101615611A Expired - Fee Related CN101899886B (en) | 2010-04-28 | 2010-04-28 | Building component with composite structure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN101899886B (en) |
Citations (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| FR2512092A1 (en) * | 1981-08-31 | 1983-03-04 | Siegriszt Lajos | Trellis using prefabricated beams - is made up of series of interconnected, mutually perpendicular long and short beams |
| WO2002077383A1 (en) * | 2001-03-27 | 2002-10-03 | Alexandr Mikhailovich Tsurikov | Building modular block |
| CN201771107U (en) * | 2010-04-28 | 2011-03-23 | 侯荣琦 | Building element having composite structure |
-
2010
- 2010-04-28 CN CN2010101615611A patent/CN101899886B/en not_active Expired - Fee Related
Patent Citations (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| FR2512092A1 (en) * | 1981-08-31 | 1983-03-04 | Siegriszt Lajos | Trellis using prefabricated beams - is made up of series of interconnected, mutually perpendicular long and short beams |
| WO2002077383A1 (en) * | 2001-03-27 | 2002-10-03 | Alexandr Mikhailovich Tsurikov | Building modular block |
| CN201771107U (en) * | 2010-04-28 | 2011-03-23 | 侯荣琦 | Building element having composite structure |
Also Published As
| Publication number | Publication date |
|---|---|
| CN101899886A (en) | 2010-12-01 |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN100427699C (en) | 3D force bearing mould case for steel reinforced concrete | |
| CN100999920A (en) | Tricontrolling type hiding spar concrete composite shear wall and mfg. method thereof | |
| CN209194719U (en) | Assembled prestressed large-span beam structure | |
| WO2008122242A1 (en) | Spherical reticulated shell assembled structure | |
| CN201771107U (en) | Building element having composite structure | |
| CN101899886B (en) | Building component with composite structure | |
| CN200999401Y (en) | Three-control type blind girder concrete composite shear wall | |
| CN107816167A (en) | A kind of lightweight composite multifunction wall and its production technology | |
| CN100489216C (en) | Stereo bearing shuttering for reinforced concrete | |
| CN209556235U (en) | Prefabricated buildings truss | |
| CN1693634B (en) | Stereo load-carrying mould shell for reinforced concrete | |
| CN100368644C (en) | Steteo force bearing shuttering for steel concrete | |
| CN100434622C (en) | Stereoscopic bearing mould for reinforced concrete | |
| CN100412294C (en) | Stereo force bearing shuttering for steel concrete | |
| CN101240571B (en) | Three-dimensional force-bearing formwork for reinforced concrete | |
| CN1782289B (en) | Stereo force bearing shuttering for steel concrete | |
| CN205382593U (en) | Composite structure house of lattice column shear force wall and concrete shear force wall | |
| CN100356012C (en) | Stereoscopic bearing mould for reinforced concrete | |
| CN100412292C (en) | 3D force bearing mould case for steel reinforced concrete | |
| CN100412300C (en) | Stereo bearing shuttering for reinforced concrete | |
| CN1743589B (en) | Three-dimensional force-bearing shuttering for steel reinforced concrete | |
| CN100412291C (en) | 3D roce bearing mould case for steel reinforced concrete | |
| CN100412293C (en) | 3D force bearing mould case for steel reinforced concrete | |
| CN100467739C (en) | Stereo bearing shuttering for reinforced concrete | |
| CN100408783C (en) | Stereo force bearing shuttering for steel concrete |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C06 | Publication | ||
| PB01 | Publication | ||
| C10 | Entry into substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20120530 Termination date: 20170428 |