CN106121036A - A kind of aluminium section bar Beam-post Frame Structure - Google Patents
A kind of aluminium section bar Beam-post Frame Structure Download PDFInfo
- Publication number
- CN106121036A CN106121036A CN201610745191.3A CN201610745191A CN106121036A CN 106121036 A CN106121036 A CN 106121036A CN 201610745191 A CN201610745191 A CN 201610745191A CN 106121036 A CN106121036 A CN 106121036A
- Authority
- CN
- China
- Prior art keywords
- column
- section bar
- frame structure
- aluminium section
- crossbeam
- 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.)
- Granted
Links
- 229910052782 aluminium Inorganic materials 0.000 title claims abstract description 40
- XAGFODPZIPBFFR-UHFFFAOYSA-N aluminium Chemical compound [Al] XAGFODPZIPBFFR-UHFFFAOYSA-N 0.000 title claims abstract description 39
- 239000004411 aluminium Substances 0.000 title claims abstract description 25
- 239000004568 cement Substances 0.000 claims abstract description 80
- 229910000838 Al alloy Inorganic materials 0.000 claims abstract description 42
- 239000000758 substrate Substances 0.000 claims abstract description 30
- 238000010276 construction Methods 0.000 claims abstract description 7
- 230000003014 reinforcing effect Effects 0.000 claims description 25
- 238000009826 distribution Methods 0.000 claims description 6
- 230000002093 peripheral effect Effects 0.000 claims description 3
- PCHJSUWPFVWCPO-UHFFFAOYSA-N gold Chemical compound [Au] PCHJSUWPFVWCPO-UHFFFAOYSA-N 0.000 claims 1
- 239000010931 gold Substances 0.000 claims 1
- 229910052737 gold Inorganic materials 0.000 claims 1
- 150000001398 aluminium Chemical class 0.000 abstract 1
- 238000000034 method Methods 0.000 description 35
- 239000004567 concrete Substances 0.000 description 8
- 238000009434 installation Methods 0.000 description 8
- 239000000463 material Substances 0.000 description 8
- 238000007789 sealing Methods 0.000 description 7
- 238000003466 welding Methods 0.000 description 7
- 238000010079 rubber tapping Methods 0.000 description 6
- 229920000742 Cotton Polymers 0.000 description 5
- 230000030279 gene silencing Effects 0.000 description 5
- 230000015572 biosynthetic process Effects 0.000 description 4
- 239000011449 brick Substances 0.000 description 4
- 230000000694 effects Effects 0.000 description 4
- 239000002689 soil Substances 0.000 description 4
- 241000209094 Oryza Species 0.000 description 3
- 235000007164 Oryza sativa Nutrition 0.000 description 3
- 239000000956 alloy Substances 0.000 description 3
- 238000010586 diagram Methods 0.000 description 3
- 239000004744 fabric Substances 0.000 description 3
- 235000009566 rice Nutrition 0.000 description 3
- 239000007787 solid Substances 0.000 description 3
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 3
- 229910045601 alloy Inorganic materials 0.000 description 2
- 239000012634 fragment Substances 0.000 description 2
- 229910000851 Alloy steel Inorganic materials 0.000 description 1
- 235000007926 Craterellus fallax Nutrition 0.000 description 1
- 240000007175 Datura inoxia Species 0.000 description 1
- XEEYBQQBJWHFJM-UHFFFAOYSA-N Iron Chemical compound [Fe] XEEYBQQBJWHFJM-UHFFFAOYSA-N 0.000 description 1
- 229910000831 Steel Inorganic materials 0.000 description 1
- 230000001154 acute effect Effects 0.000 description 1
- 210000000576 arachnoid Anatomy 0.000 description 1
- 238000013475 authorization Methods 0.000 description 1
- 230000005540 biological transmission Effects 0.000 description 1
- 238000005266 casting Methods 0.000 description 1
- 150000001875 compounds Chemical class 0.000 description 1
- 230000007797 corrosion Effects 0.000 description 1
- 238000005260 corrosion Methods 0.000 description 1
- 230000006378 damage Effects 0.000 description 1
- 238000005034 decoration Methods 0.000 description 1
- 230000007547 defect Effects 0.000 description 1
- 230000007812 deficiency Effects 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 238000002474 experimental method Methods 0.000 description 1
- 238000001125 extrusion Methods 0.000 description 1
- 238000010438 heat treatment Methods 0.000 description 1
- 238000009413 insulation Methods 0.000 description 1
- 230000007774 longterm Effects 0.000 description 1
- 238000004519 manufacturing process Methods 0.000 description 1
- 238000004643 material aging Methods 0.000 description 1
- 229910052751 metal Inorganic materials 0.000 description 1
- 239000002184 metal Substances 0.000 description 1
- 229910052755 nonmetal Inorganic materials 0.000 description 1
- 238000004321 preservation Methods 0.000 description 1
- 239000011150 reinforced concrete Substances 0.000 description 1
- 230000002787 reinforcement Effects 0.000 description 1
- 230000035939 shock Effects 0.000 description 1
- 239000010959 steel Substances 0.000 description 1
- 230000035882 stress Effects 0.000 description 1
Classifications
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/18—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
- E04B1/19—Three-dimensional framework structures
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/62—Insulation or other protection; Elements or use of specified material therefor
- E04B1/66—Sealings
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/62—Insulation or other protection; Elements or use of specified material therefor
- E04B1/74—Heat, sound or noise insulation, absorption, or reflection; Other building methods affording favourable thermal or acoustical conditions, e.g. accumulating of heat within walls
- E04B1/76—Heat, sound or noise insulation, absorption, or reflection; Other building methods affording favourable thermal or acoustical conditions, e.g. accumulating of heat within walls specifically with respect to heat only
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/62—Insulation or other protection; Elements or use of specified material therefor
- E04B1/74—Heat, sound or noise insulation, absorption, or reflection; Other building methods affording favourable thermal or acoustical conditions, e.g. accumulating of heat within walls
- E04B1/82—Heat, sound or noise insulation, absorption, or reflection; Other building methods affording favourable thermal or acoustical conditions, e.g. accumulating of heat within walls specifically with respect to sound only
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B2/00—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B7/00—Roofs; Roof construction with regard to insulation
- E04B7/02—Roofs; Roof construction with regard to insulation with plane sloping surfaces, e.g. saddle roofs
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
- E04G21/00—Preparing, conveying, or working-up building materials or building elements in situ; Other devices or measures for constructional work
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Physics & Mathematics (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Electromagnetism (AREA)
- Acoustics & Sound (AREA)
- Mechanical Engineering (AREA)
- Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)
Abstract
The present invention relates to a kind of aluminium section bar Beam-post Frame Structure, belong to building technical field.A kind of aluminium section bar Beam-post Frame Structure, including substrate, aluminum alloy frame based on described substrate construction and the body of wall being connected in described aluminum alloy frame framework, described substrate includes the conformable frame being made up of the cement pile being partly embedded in underground supporting part spaced apart, the buttress brace that connected two cement piles by several, and the pressure-bearing grate that the strut beam being arranged in described conformable frame gap in length and breadth is constituted；Described aluminum alloy frame is made up of vertically arranged column and the crossbeam being horizontally installed between two described columns.This aluminium section bar Beam-post Frame Structure firm stable, is provided simultaneously with preferable horizontal direction active force resistance and the bearing capacity of vertical direction loading force.
Description
Technical field
The present invention relates to building technical field, be specifically related to a kind of aluminium section bar Beam-post Frame Structure.
Background technology
Existing building, mainly with fragment of brick concrete for advocating peace based on armored concrete, is divided into two classes by material；Wherein with
The building that fragment of brick concrete is main needs to use substantial amounts of concrete and brick and tile, and great in constructing amount, build up after the most irremovable, disappear
Consume substantial amounts of land resource；Armored concrete is that the building weight of main material is relatively big, reinforcing bar itself with high costs,
After building up the most irremovable so that the whole cost of reinforced concrete building is higher.
Above two building to be carried out at long neglected and in disrepair, material aging, natural environment generation acute variation or nation needs
During removal, it is heavy, cannot move inferior position shows fully undoubtedly.
To this end, this skilled person is devoted to build a kind of with low cost, moveable convenient dismounting and ensure as far as possible
The novel building of house intensity.
If application publication number is that CN 105040812 A discloses a kind of aluminium alloy house, it is dismantled and assembled for building
Property, using aluminum alloy materials is main making beam, post, wallboard etc., and is made into as house, and it has good detachability
With certain intensity, but its Radix Saposhnikoviae, anti-seismic performance are limited, do not possess enough intensity under the most severe natural environment, and
And it does not provide enough intensity in order to support from the pressure on vertical direction, i.e. its load carrying behaviour is less desirable.
And for example Authorization Notice No. is the Chinese utility model patent of CN 203201175 U, discloses a kind of aluminium alloy overall
Villa, its on the basis of aluminium alloy floor, wallboard, pillar, crossbeam at the bottom of ground interval be provided with cement pile, its load
Be improved, but still dislike deficiency, and the performance of its anti-horizontal direction active force is not ideal enough, i.e. wind resistance and shock resistance is limited.
Summary of the invention
The purpose of the present invention, is to solve the problems referred to above, it is provided that a kind of framework is firm, have horizontal direction concurrently and vertically side
To the aluminium section bar Beam-post Frame Structure of active force resistance.
The technical scheme that the present invention solves the problems referred to above is as follows:
A kind of aluminium section bar Beam-post Frame Structure, including substrate, aluminum alloy frame based on described substrate construction be connected to
Body of wall in described aluminum alloy frame framework, described substrate includes being formed by the cement pile being partly embedded in underground is spaced apart
Supporting part, connected the conformable frame that constituted of buttress brace of two cement piles by several, and in length and breadth be arranged on institute
Stating the pressure-bearing grate that the strut beam in conformable frame gap is constituted, the vertical extension of described strut beam is more than the two of horizontal breadth
Times, described pressure-bearing grate is equipped with backing plate；Described aluminum alloy frame is by vertically arranged column and is horizontally installed on two institutes
Stating the crossbeam between column to constitute, described column is arranged on described ground cushion on the position corresponding to described cement pile；At least
It is provided with door on one described body of wall, arranges again fenestrate at least one described body of wall.
The mode of construction of cement pile is different from traditional timber, and traditional timber is first to have stake, then with piling machine to ground
Lower piling, cement pile is then to dig a well the most on the ground, the degree of depth of well and diameter and cement pile computed in advance
Size is suitable, then places reinforcing bar in the well accomplished fluently, finally to the inside casting cement concrete so that concrete floor forming pile,
The part in cement pile face projectedly can make it shape by arranging fence in advance at well head.
From the point of view of traditional timber, the intensity of cement pile is higher, and dimensional stability is more preferable, traditional timber to
The problem easily occurring during the piling of underground tilting, has buried hidden danger for structure stability afterwards, and cement pile is then asked without this
Topic, its with the borehole wall around earth combine closely, well the load of building is delivered in soil.
But, although single cement pile has good supporting role, the area of building itself is relatively big, needs multiple
The combination of cement pile constitutes substrate, and the load of shared building, now, if cement pile is fought separately, when certain
There is defect in cement pile, when subsiding or rupture, whole supporting part can be made unbalance, as water dike is burst in progressively losing as ant cave
Support effect, now, the conformable frame that some buttress braces are constituted just embodies its irreplaceable value, and described buttress brace is general
Use reinforcing bar, the cement pile made a circle outside the most described supporting part is connected in turn, then be positioned at middle part cement
Pile is connected, and is formed and is similar to arachnoid whole framework, and single cement pile is joined together shape by described conformable frame
Become an entirety, when load suffered by some cement pile is bigger, by conformable frame, active force can be conducted to other
On cement pile, so, each cement pile participates in bearing and transmitting of building load jointly, is difficult to occur carrying somewhere
Broken brick, had both improve the upper limit of bearing strength, had added again the service life of substrate.
Although the buttress brace that reinforcing bar is made can conduct load, scattered cement pile is integrated into an entirety, but whole
The ability closing buttress brace itself the carrying vertical direction upper stress that framework exists hole and reinforcing bar is made is strong, now just embodiment
Go out the Main Function that the pressure-bearing grate that strut beam makes is played: the load undertaking on vertical direction, and help to be conducted to
At cement pile, described strut beam with face, thickness place as top and bottom by the section bar of tabular and is crisscross arranged and forms, this structure
Can bear bigger vertical load power and indeformable, and the strut beam being crossed-over forms subdivided meshes skeleton, more
Disperse well the vertical load of building.
Preferred as technique scheme, described column is the aluminium alloy cylinder of inner hollow, the sidewall of described column
On offer vertical fixture draw-in groove, described fixture draw-in groove is to install described body of wall or the fixture of crossbeam for clamping.
The density of fine aluminium is little, about the 1/3 of ferrum density, and fusing point is relatively low, and the crystalline structure of aluminium element is face-centered cubic
Structure, therefore there is the highest plasticity, it is easy to processing, can be made into various section bar, sheet material, corrosion resistance is good；But fine aluminium is strong
Spend the lowest, structural material should not be directly used as.By long-term production practices and scientific experiments, people are gradually to add alloy unit
The methods such as element and utilization heat treatment carry out reinforced aluminum, and this has just obtained a series of aluminium alloy.Add the alloy that certain element is formed
Higher intensity can also be had while keeping the advantages such as fine aluminium light weight.So make its " specific strength " (intensity and proportion
Ratio) surpass a lot of steel alloy, become preferable structural material, be widely used in machine-building, Transport Machinery, dynamic power machine and boat
The aspects such as empty industry, the most also include building field, to alleviate deadweight.Aluminium alloy is used to replace the welding of steel plate materials, structure
Weight can alleviate more than 50%.
The application uses the Aluminum alloy column main support component as aluminum room of inner hollow, it is simply that make use of aluminium alloy
Above-mentioned characteristic, owing to aluminum room itself is made with aluminium alloy for main material, its quality manufactures relative to traditional material
Having alleviated a lot for building, column structure itself suitably undertakes vertical load；Owing to column is at aluminum described herein
Also needing to be connected with each other with body of wall and crossbeam etc. in room structure in addition to supporting, connect fixing for convenience, aluminium alloy is made
The cross sectional shape of column generally uses rectangle, often square, and so, the sidewall of column will carry for installing body of wall and crossbeam
For installing stationary plane easily.
Described fixture draw-in groove is the edge of the both sides of the plane being arranged at described column, along the direction one of described column
Straight extend, the body of wall being arranged on described column and crossbeam etc. are played spacing effect, be i.e. the peace such as the thickness of body of wall and corner brace
The width of piece installing is suitable with the size of described fixture draw-in groove.
Preferred as technique scheme, the reinforcing being provided with some vertical distributions at interval on the inwall of described column
Fin.
Described reinforcing fin is arranged on the inner surface of described column, and protruding to the inner surface of described column, along described
Column direction is vertically distributed, and it is equivalent to be arranged at the reinforcement within described column, can be again screw, bolt class installed part
Enough screw wider spaces are provided.
Preferred as technique scheme, the fixture of described body of wall or described crossbeam is fastened on by screw or bolt
On the side of described column, described screw or bolt are connected with described column by running through the screw of described reinforcing fin.
The screw described body of wall of installation or crossbeam through reinforcing fin is used to make installation strength higher, more firmly.
Preferred as technique scheme, described body of wall is body of wall clamping block with the fixture of described column, the most also
The side being arranged on described column at interval, described body of wall clamping block includes at least one body of wall buckling groove, and described body of wall passes through
Described body of wall buckling groove is arranged on described column, and by screw or bolt and described body of wall clamping block Joint.
Preferred as technique scheme, described crossbeam is corner brace with the fixture of described column, and described corner brace is passed through
Screw or bolt are by described crossbeam and described column Joint.
Above-mentioned screw is tapping screw, and aluminium alloy extrusions is typically all and is fixed with electric drill nail self-tapping screw, it is impossible to use
Common screw, it is right that instrument also to select.
Self-tapping screw, for nonmetal or softer metal, is not used in bottoming hole and tapping；Self-tapping screw is tip, this
Sample ability " self tapping "；Normal screws is all tack, and thickness is consistent.
Preferred as technique scheme, several described crossbeams being in same level are connected to adjacent two
Between the middle part of described column, forming layered framework, what the blank space of described layered framework was spaced is provided with some support beams；Institute
State layered framework and described aluminum alloy frame is divided into upper and lower two-layer by plane that described support beam is formed.
That is, described crossbeam constitutes layering skeleton, and described support beam strengthens the support strength of the aspect of layering so that this
There has been concept hierarchy in aluminum room described in application, and the utilization rate of land area is higher, and aluminum room itself there has also been the function of more horn of plenty
Region divides concept.
Preferred as technique scheme, on described crossbeam interval be provided with positioning convex, described support beam is offered
Having the locating slot that Open Side Down, the A/F of described locating slot is suitable with the width of described positioning convex.
Implying that support beam tips upside down on relative two positioning convex by locating slot, described positioning convex can lead to simultaneously
Described support beam is carried out spacing by the suitability crossing width.
Preferred as technique scheme, described support beam is equipped with the brace rod perpendicular with its bearing of trend
Bar.
Described support rod and described support beam form staggered network so that the laminate pressure distribution of layering
Evenly, aluminum room overall structure is more stable.
Preferred as technique scheme, the cement pile made a circle outside described supporting part constitutes regular polygon.
Preferred as technique scheme, the cement pile made a circle outside described supporting part at least five.
The supporting part frame stressing of regular polygon is uniform, without there being bias, and the building that the most individual house type more hits exactly.
Preferred as technique scheme, described body of wall includes interior buckle layer, packed layer and outer button the most successively
Flaggy.
Preferred as technique scheme, described interior buckle layer and described outer buckle layer are by the profile being overlapped mutually clamping
Constituting, described profile includes the Fixed Division of superposed and described packed layer Joint and is positioned at bottom with adjacent profile
The profile draw-in groove of phase clamping.
Preferred as technique scheme, described Fixed Division includes a platform, and described platform is provided with described
The profile card article that profile draw-in groove is suitable.
Described profile is all linked with one another, forms the top layer of curtain shape, described profile and described packed layer on the two sides of described body of wall
Between there is hole, owing to the capacity of heat transmission of air is poor, therefore can also play the effect of insulation.
Preferred as technique scheme, is provided with sealing joint strip in described profile draw-in groove.
Sealing joint strip makes the contact type between profile be flexible contact, places collsion damage and produces noise, and
Space inner air flowing between profile and packed layer is stagnated, better heat preservation.
Preferred as technique scheme, the outer surface of described interior buckle layer and described outer buckle layer is provided with decoration
Layer.
Preferred as technique scheme, is filled with the noise reduction medium of porous in described packed layer.
Described noise reduction medium can be simple for silencing cotton, it is also possible to make for two or more noise reduction media is compound.
Preferred as technique scheme, the top of described aluminum alloy frame is provided with lambdoid roof, described room
Top include back timber, the lower section being distributed in described back timber both sides and two bottom girders paralleled with described back timber that aluminium alloy makes,
Connect described back timber and the cant beam of described bottom girder adjacent end portion and connect the flat tube of two described bottom girder adjacent end portions.
Preferred as technique scheme, the lower surface of described cant beam is provided with cant beam clamping block, described cant beam card
Connect block consistent with the structure of described body of wall clamping, block.
Preferred as technique scheme, is arranged between described column and described body of wall, described crossbeam and described body of wall
There is sealing joint strip.
The method of construction in a kind of aluminum room, comprises the steps:
1. it is arranged on ground by what some cement piles were spaced so that it is be partly embedded in soil, and each cement pile
The height of upper surface keeps consistent, forms supporting part；
The two ends of the buttress brace 2. made by some reinforcing bars are arranged on the upper surface of two cement piles, form conformable frame,
Described conformable frame at least includes the round framework that the buttress brace on the cement pile peripheral by described supporting part is constituted, same
Two buttress braces on individual cement pile are fixed by welding；
3. in the gap of described conformable frame by welding by the strut beam of the tabular formation pressure-bearing lattice that are fixed together in length and breadth
Grid, and in the plane that described conformable frame and described pressure-bearing grate are constituted, lay ground cushion；
4. on described ground cushion, column is installed in the position of corresponding cement pile, and described column is by expansion bolt and described concrete floor
Stake Joint；
5. body of wall is arranged between two described columns by body of wall clamping block, bolt or screw；
6. by corner brace, bolt or screw by affixed to crossbeam and described column and be arranged on described body of wall；
7. by corner brace, bolt or screw, roof is installed on described crossbeam, the reserved spatially installation door-plate of body of wall with
Window.
Preferred as technique scheme, step 1. described in the cement pile that makes a circle outside supporting part constitute the most polygon
Shape, and quantity is at least 5.
Preferred as technique scheme, step 3. in the strut beam that arranges in length and breadth be mutually perpendicular to.
Preferred as technique scheme, step 4. described in column at least 1 be arranged in the middle part of described supporting part
Certain root cement pile on.
Preferred as technique scheme, step 5. described in the upper surface of body of wall be positioned at the 1/3-of described stem height
At 2/3.
Preferred as technique scheme, after 6. crossbeam is arranged on body of wall by step, also will be between described crossbeam
Be spaced sets up support beam, and lays bed course formation floor in described support beam.
Preferred as technique scheme, 6. step is additionally included on the crossbeam setting up described support beam continuation and installs wall
Body, installation method is the most identical with step.
Preferred as technique scheme, 8. step the most also includes step: the company between described body of wall and column
The place's of connecing arrangement arranges water lines and electric wire, and cover plate is installed in junction between described body of wall and column in the completed.
Preferred as technique scheme, step 5. described in body of wall inner hollow, and fill out in the inside of hollow in advance
It is filled with noise reduction medium.
Preferred as technique scheme, step 4. in column install body of wall clamping block in advance, or column with
After described cement pile is affixed, row installs body of wall clamping block again.
In sum, the method have the advantages that
A kind of aluminium section bar Beam-post Frame Structure firm stable the most of the present invention, is provided simultaneously with preferable horizontal direction effect
Resisting strenuously property and the bearing capacity of vertical direction loading force；
The convenient dismounting of a kind of aluminium section bar Beam-post Frame Structure the most of the present invention and installation, can shift as required；
A kind of aluminium section bar Beam-post Frame Structure cost the most of the present invention is the cheapest, produces easily.
Accompanying drawing explanation
Fig. 1 is aluminum room overall structure schematic diagram；
Fig. 2 is base part structural representation；
Fig. 3 is column portion structural representation；
Fig. 4 is column, crossbeam and support beam partially connected architecture schematic diagram；
Fig. 5 is body of wall cross-sectional view；
Fig. 6 is the A district enlarged drawing of Fig. 5；
Fig. 7 is roof structure schematic diagram；
In figure, 1-substrate, 11-supporting part, 111-cement pile, 12-conformable frame, 121-buttress brace, 13-pressure-bearing grate,
131-strut beam, 14-backing plate, 2-aluminum alloy frame, 21-column, 211-fixture draw-in groove, 212-reinforce fin, 213-body of wall
Clamping block, 2131-body of wall buckling groove, 22-crossbeam, 221-corner brace, 222-positioning convex, 23-support beam, 231-locating slot, 24-
Buckle layer, 32-packed layer, 33-outer buckle layer, 3a-profile, 3a1-Fixed Division, 3a2-profile in support rod, 3-body of wall, 31-
Draw-in groove, 3a3-profile card article, 4-roof, 41-back timber, 42-bottom girder, 43-cant beam, 431-cant beam clamping block, 44-flat tube.
Detailed description of the invention
Technical scheme in the embodiment of the present invention will be clearly and completely described below, it is clear that described enforcement
Example is only a part of embodiment of the present invention rather than whole embodiments.Embodiment in the present invention, ordinary skill
All other embodiments that personnel are obtained under not doing creative work premise, broadly fall into the scope of protection of the invention.
With embodiment, the present invention is described in detail below in conjunction with the accompanying drawings.
Embodiment 1: a kind of aluminum room, the aluminum alloy frame 2 including substrate 1, built based on described substrate 1 and being connected to
Body of wall 3 in described aluminum alloy frame 2 framework, described substrate 1 includes being spaced point by the cement pile 111 being partly embedded in underground
Conformable frame 12 that the supporting part 11 of cloth, the buttress brace 121 being connected two cement piles 111 by several are constituted, with
And the pressure-bearing grate 13 that the strut beam 131 being arranged in described conformable frame 12 gap in length and breadth is constituted.
Adjacent described cement pile 111 be spaced apart 3-8 rice；Described buttress brace 121 is reinforcing bar, and described reinforcing bar connects successively
The cement pile 111 connecing described substrate 1 periphery forms round housing, and on this basis, described reinforcing bar is by described substrate 1 periphery
Cement pile 111 is connected with the cement pile 111 in the middle of described substrate 1, forms network-like conformable frame 12；Described pressure-bearing
The vertical extension of beam 131, more than the twice of horizontal breadth, described pressure-bearing grate 13 is equipped with backing plate 14；Described aluminum alloy frame
2 are made up of vertically arranged column 21 and the crossbeam 22 being horizontally installed between two described columns 21, and described column 21 is arranged
Corresponding on the position of described cement pile 111 on described ground cushion 14；It is provided with door and window on described body of wall 3.
Described column 21 is the aluminium alloy cylinder of inner hollow, and the sidewall of described column 21 offers vertical fixture
Draw-in groove 211, the reinforcing fin 212 being provided with some vertical distributions at interval on its inwall, described draw-in groove 211 is to pacify for clamping
Fill described body of wall 3 or the fixture of crossbeam 22；Described body of wall 3 is body of wall clamping block 213 with the fixture of described column 21, vertically
And the side being arranged on described column 21 being spaced, described body of wall clamping block 213 includes body of wall buckling groove 2131, described body of wall 3
It is arranged on described column 21 by described body of wall buckling groove 2131, and reinforces fin 212 by described in screw or bolt-through
Screw and described body of wall clamping block 213 Joint, described crossbeam 22 is corner brace 221 with the fixture of described column 21, described
Corner brace 221 passes through screw or bolt by described crossbeam 22 and described column 21 Joint.
Described body of wall 3 includes interior buckle layer 31, packed layer 32 and outer buckle layer 33 the most successively；Described interior buckle layer
31 and the outer surface of described outer buckle layer 33 be provided with decorative layer, be filled with silencing cotton in described packed layer 32；Described interior buckle
Layer 31 and described outer buckle layer 33 are made up of the profile 3a being overlapped mutually clamping, and described profile 3a includes superposed and described
The Fixed Division 3a1 of packed layer 32 Joint and be positioned at bottom with adjacent profile 3a phase clamping profile draw-in groove 3a2, described solid
The portion 3a1 of connecing includes a platform, described platform is provided with and described profile card article 3a3 suitable for profile draw-in groove 3a2, described
It is additionally provided with sealing joint strip in profile draw-in groove 3a2.
Embodiment 2: a kind of aluminum room, the aluminum alloy frame 2 including substrate 1, built based on described substrate 1 and being connected to
Body of wall 3 in described aluminum alloy frame 2 framework, described substrate 1 includes being spaced point by the cement pile 111 being partly embedded in underground
Conformable frame 12 that the supporting part 11 of cloth, the buttress brace 121 being connected two cement piles 111 by several are constituted, with
And the pressure-bearing grate 13 that the strut beam 131 being arranged in described conformable frame 12 gap in length and breadth is constituted.
Adjacent described cement pile 111 be spaced apart 3-8 rice；Described buttress brace 121 is reinforcing bar, and described reinforcing bar connects successively
The cement pile 111 connecing described substrate 1 periphery forms round housing, and on this basis, described reinforcing bar is by described substrate 1 periphery
Cement pile 111 is connected with the cement pile 111 in the middle of described substrate 1, forms network-like conformable frame 12；Described pressure-bearing
The vertical extension of beam 131, more than the twice of horizontal breadth, described pressure-bearing grate 13 is equipped with backing plate 14；Described aluminum alloy frame
2 are made up of vertically arranged column 21 and the crossbeam 22 being horizontally installed between two described columns 21, and described column 21 is arranged
Corresponding on the position of described cement pile 111 on described ground cushion 14；It is provided with door and window on described body of wall 3.
Described column 21 is the aluminium alloy cylinder of inner hollow, and the sidewall of described column 21 offers vertical fixture
Draw-in groove 211, the reinforcing fin 212 being provided with some vertical distributions at interval on its inwall, described draw-in groove 211 is to pacify for clamping
Fill described body of wall 3 or the fixture of crossbeam 22；Described body of wall 3 is body of wall clamping block 213 with the fixture of described column 21, vertically
And the side being arranged on described column 21 being spaced, described body of wall clamping block 213 includes body of wall buckling groove 2131, described body of wall 3
It is arranged on described column 21 by described body of wall buckling groove 2131, and reinforces fin 212 by described in screw or bolt-through
Screw and described body of wall clamping block 213 Joint, described crossbeam 22 is corner brace 221 with the fixture of described column 21, described
Corner brace 221 passes through screw or bolt by described crossbeam 22 and described column 21 Joint.
Described body of wall 3 includes interior buckle layer 31, packed layer 32 and outer buckle layer 33 the most successively；Described interior buckle layer
31 and the outer surface of described outer buckle layer 33 be provided with decorative layer, be filled with silencing cotton in described packed layer 32；Described interior buckle
Layer 31 and described outer buckle layer 33 are made up of the profile 3a being overlapped mutually clamping, and described profile 3a includes superposed and described
The Fixed Division 3a1 of packed layer 32 Joint and be positioned at bottom with adjacent profile 3a phase clamping profile draw-in groove 3a2, described solid
The portion 3a1 of connecing includes a platform, described platform is provided with and described profile card article 3a3 suitable for profile draw-in groove 3a2, described
It is additionally provided with sealing joint strip in profile draw-in groove 3a2.
Several described crossbeams 22 being in same level are connected between the middle part of the described column of adjacent two 21,
Forming layered framework, what the blank space of described layered framework was spaced is provided with some support beams 23；Described layered framework and described
Described aluminum alloy frame 2 is divided into upper and lower two-layer by the plane that support beam 23 is formed, and on described crossbeam 22, interval is provided with
Positioning convex 222, described support beam 23 offers the locating slot 231 that Open Side Down, the A/F of described locating slot 231 and institute
The width stating positioning convex 222 is suitable, and described support beam 23 is equipped with the support rod 24 perpendicular with its bearing of trend.
Embodiment 3: a kind of aluminum room, the aluminum alloy frame 2 including substrate 1, built based on described substrate 1 and being connected to
Body of wall 3 in described aluminum alloy frame 2 framework, described substrate 1 includes being spaced point by the cement pile 111 being partly embedded in underground
Conformable frame 12 that the supporting part 11 of cloth, the buttress brace 121 being connected two cement piles 111 by several are constituted, with
And the pressure-bearing grate 13 that the strut beam 131 being arranged in described conformable frame 12 gap in length and breadth is constituted.
Adjacent described cement pile 111 be spaced apart outside 3-8 rice, and described supporting part 11 the cement pile made a circle
111 constitute regular polygon；Described buttress brace 121 is reinforcing bar, and described reinforcing bar is sequentially connected with the cement pile of described substrate 1 periphery
111 form round housings, on this basis, described reinforcing bar by the cement pile 111 of described substrate 1 periphery with in described substrate 1
Between cement pile 111 be connected, form network-like conformable frame 12；The vertical extension of described strut beam 131 is more than level
The twice of thickness, described pressure-bearing grate 13 is equipped with backing plate 14；Described aluminum alloy frame 2 is by vertically arranged column 21 and horizontal stroke
Constituting to the crossbeam 22 being arranged between two described columns 21, described column 21 is arranged on described ground cushion 14 corresponding to described
On the position of cement pile 111；It is provided with door and window on described body of wall 3.
Described column 21 is the aluminium alloy cylinder of inner hollow, and the sidewall of described column 21 offers vertical fixture
Draw-in groove 211, the reinforcing fin 212 being provided with some vertical distributions at interval on its inwall, described draw-in groove 211 is to pacify for clamping
Fill described body of wall 3 or the fixture of crossbeam 22；Described body of wall 3 is body of wall clamping block 213 with the fixture of described column 21, vertically
And the side being arranged on described column 21 being spaced, described body of wall clamping block 213 includes body of wall buckling groove 2131, described body of wall 3
It is arranged on described column 21 by described body of wall buckling groove 2131, and reinforces fin 212 by described in screw or bolt-through
Screw and described body of wall clamping block 213 Joint, described crossbeam 22 is corner brace 221 with the fixture of described column 21, described
Corner brace 221 passes through screw or bolt by described crossbeam 22 and described column 21 Joint.
Described body of wall 3 includes interior buckle layer 31, packed layer 32 and outer buckle layer 33 the most successively；Described interior buckle layer
31 and the outer surface of described outer buckle layer 33 be provided with decorative layer, be filled with silencing cotton in described packed layer 32；Described interior buckle
Layer 31 and described outer buckle layer 33 are made up of the profile 3a being overlapped mutually clamping, and described profile 3a includes superposed and described
The Fixed Division 3a1 of packed layer 32 Joint and be positioned at bottom with adjacent profile 3a phase clamping profile draw-in groove 3a2, described solid
The portion 3a1 of connecing includes a platform, described platform is provided with and described profile card article 3a3 suitable for profile draw-in groove 3a2, described
It is additionally provided with sealing joint strip in profile draw-in groove 3a2.
The top of described aluminum alloy frame 2 is provided with lambdoid roof 4, and described roof 4 includes the top that aluminium alloy is made
Beam 41, the lower section being distributed in described back timber 41 both sides and two bottom girders 42 parallel with described back timber 41, it is connected described back timber
41 and the cant beam 43 of described bottom girder 42 adjacent end portion and connect two described bottom girder 42 adjacent end portions flat tube 44, described cant beam
Cant beam clamping block 431, described cant beam clamping block 431 and the structure one of described body of wall clamping block 213 it is provided with on the lower surface of 43
Cause.
It is provided with sealing joint strip between described column 21 and described body of wall 3, described crossbeam 22 and described body of wall 3.
Embodiment 4: the method for construction in a kind of aluminum room: comprise the steps:
1. it is arranged on ground by what some cement piles 111 were spaced so that it is be partly embedded in soil, and each cement pile
The height of the upper surface of 111 keeps consistent, forms supporting part 11；
The two ends of the buttress brace 121 2. made by some reinforcing bars are arranged on the upper surface of two cement piles 111, are formed and integrate
Framework 12, described conformable frame 12 includes what the buttress brace 121 on the cement pile 111 by described supporting part 11 periphery was constituted
Round framework, two buttress braces 121 on same cement pile 111 are fixed by welding；
3. by welding, the formation that is fixed together in length and breadth of the strut beam 131 of tabular is held in the gap of described conformable frame 12
Pressure grid 13, and in the plane that described conformable frame 12 and described pressure-bearing grate 13 are constituted, lay ground cushion 14；
4. on described ground cushion 14, column 21 is installed in the position of corresponding cement pile 111, described column 21 by expansion bolt with
Described cement pile 111 Joint；
5. body of wall 3 is arranged between two described columns 21 by body of wall clamping block 213, bolt or screw；
6. by corner brace 221, bolt or screw by affixed to crossbeam 22 and described column 21 and be arranged on described body of wall 3；
7. by corner brace 221, bolt or screw, roof 4 is installed on described crossbeam 22, in the reserved spatially installation of body of wall 3
Door-plate and window.
Embodiment 5: the method for construction in a kind of aluminum room: comprise the steps:
1. it is arranged on ground by what some cement piles 111 were spaced so that it is be partly embedded in soil, and each cement pile
The height of the upper surface of 111 keeps consistent, forms supporting part 11, and the cement pile 111 made a circle outside described supporting part 11 is constituted
Regular polygon；
The two ends of the buttress brace 121 2. made by some reinforcing bars are arranged on the upper surface of two cement piles 111, are formed and integrate
Framework 12, described conformable frame 12 includes what the buttress brace 121 on the cement pile 111 by described supporting part 11 periphery was constituted
Round framework, two buttress braces 121 on same cement pile 111 are fixed by welding；
3. by welding, the formation that is fixed together vertical for the strut beam 131 of tabular is held in the gap of described conformable frame 12
Pressure grid 13, and in the plane that described conformable frame 12 and described pressure-bearing grate 13 are constituted, lay ground cushion 14；
4. column 21 installs body of wall clamping block 213 in advance, and on described ground cushion 14, the position of corresponding cement pile 111 is installed vertical
Post 21, described column 21 by expansion bolt and described cement pile 111 Joint, described column 21 at least 1 be arranged on
On certain root cement pile 111 in the middle part of described supporting part 11；
5. it is filled with silencing cotton in the inside of body of wall 3 hollow in advance, body of wall 3 is pacified by body of wall clamping block 213, bolt or screw
Being contained between two described columns 21, the upper surface of described body of wall 3 is positioned at the 1/3-2/3 of described column 21 height；
6. by corner brace 221, bolt or screw by affixed to crossbeam 22 and described column 21 and be arranged on described body of wall 3, so
After between described crossbeam 22 interval set up support beam 23, and lay bed course in described support beam 23 and form floor, setting up
Continuing on the crossbeam 22 of described support beam 23 to install body of wall 3, installation method is the most identical with step；
7. by corner brace 221, bolt or screw, roof 4 is installed on described crossbeam 22, in the reserved spatially installation of body of wall 3
Door-plate and window.
8. the junction arrangement between described body of wall 3 and column 21 arranges water lines and electric wire, and in the completed in institute
State the junction between body of wall 3 and column 21 and cover plate is installed.
Claims (10)
1. an aluminium section bar Beam-post Frame Structure, including substrate (1) and aluminum alloy frame based on described substrate (1) construction
(2), it is characterised in that: described substrate (1) includes by spaced apart the propping up of the cement pile (111) being partly embedded in underground
The conformable frame (12) that support part (11), the buttress brace (121) being connected two cement piles (111) by several are constituted, and
The pressure-bearing grate (13) that the strut beam (131) being arranged in described conformable frame (12) gap in length and breadth is constituted, described pressure-bearing
The vertical extension of beam (131), more than the twice of horizontal breadth, described pressure-bearing grate (13) is equipped with backing plate (14)；Described aluminum closes
Gold framework (2) is made up of vertically arranged column (21) and the crossbeam (22) being horizontally installed between two described columns (21),
Described column (21) is arranged on described ground cushion (14) on the position corresponding to described cement pile (111).
A kind of aluminium section bar Beam-post Frame Structure the most according to claim 1, it is characterised in that: described column (21) is internal
The aluminium alloy cylinder of hollow, the sidewall of described column (21) offers vertical fixture draw-in groove (211), described fixture card
Groove (211) is to install described body of wall (3) or the fixture of crossbeam (22) for clamping.
A kind of aluminium section bar Beam-post Frame Structure the most according to claim 2, it is characterised in that: the inwall of described column (21)
The reinforcing fin (212) being provided with some vertical distributions at upper interval.
4. according to a kind of aluminium section bar Beam-post Frame Structure described in Claims 2 or 3, it is characterised in that: described crossbeam (22) with
The fixture of described column (21) is corner brace (221), and described corner brace (221) passes through screw or bolt by described crossbeam (22) and institute
State column (21) Joint.
A kind of aluminium section bar Beam-post Frame Structure the most according to claim 6, it is characterised in that: several are in same level
The described crossbeam (22) in face is connected between the middle part of the described column of adjacent two (21), forms layered framework, described layering
What the blank space of framework was spaced is provided with some support beams (23)；It is flat that described layered framework and described support beam (23) are formed
Described aluminum alloy frame (2) is divided into upper and lower two-layer by face.
A kind of aluminium section bar Beam-post Frame Structure the most according to claim 7, it is characterised in that: the upper interval of described crossbeam (22)
Be provided with positioning convex (222), described support beam (23) offers the locating slot (231) that Open Side Down, described locating slot
(231) A/F is suitable with the width of described positioning convex (222).
7. according to a kind of aluminium section bar Beam-post Frame Structure described in claim 6 or 7, it is characterised in that: described support beam (23)
On be equipped with the support rod (24) perpendicular with its bearing of trend.
A kind of aluminium section bar Beam-post Frame Structure the most according to claim 1, it is characterised in that: described supporting part (11) is peripheral
The cement pile (111) of one circle constitutes regular polygon.
A kind of aluminium section bar Beam-post Frame Structure the most according to claim 8, it is characterised in that: described supporting part (11) is peripheral
The cement pile (111) at least five of one circle.
A kind of aluminium section bar Beam-post Frame Structure the most according to claim 1, it is characterised in that: described aluminum alloy frame (2)
Top be provided with lambdoid roof (4), described roof (4) include back timber (41) that aluminium alloy makes, are distributed in described top
The lower section of beam (41) both sides and two bottom girders (42) parallel with described back timber (41), it is connected described back timber (41) and the described end
The cant beam (43) of beam (42) adjacent end portion and the flat tube (44) of two described bottom girder (42) adjacent end portions of connection.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610745191.3A CN106121036B (en) | 2016-08-29 | 2016-08-29 | A kind of aluminum profile Beam-post Frame Structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610745191.3A CN106121036B (en) | 2016-08-29 | 2016-08-29 | A kind of aluminum profile Beam-post Frame Structure |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN106121036A true CN106121036A (en) | 2016-11-16 |
| CN106121036B CN106121036B (en) | 2018-11-23 |
Family
ID=57272806
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201610745191.3A Expired - Fee Related CN106121036B (en) | 2016-08-29 | 2016-08-29 | A kind of aluminum profile Beam-post Frame Structure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN106121036B (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108708454A (en) * | 2018-08-28 | 2018-10-26 | 江苏誉盛铂特建材科技有限公司 | A kind of assembled glass sunlight house |
| CN109057007A (en) * | 2018-10-09 | 2018-12-21 | 云南省玉溪市红塔铝型材厂 | A kind of twin-stage top structure of Chinese style frame room of aluminum profile preparation |
| CN110847500A (en) * | 2019-11-28 | 2020-02-28 | 深圳万用房屋智造科技有限公司 | Assembled house alloy aluminum cross stand column |
Citations (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US4205497A (en) * | 1977-02-26 | 1980-06-03 | Schirm Klaus Werner | Building with a frame or skeleton structure |
| CN201726706U (en) * | 2010-05-14 | 2011-02-02 | 浙江朗润合金科技有限公司 | Assembly type natural light horticultural greenhouse |
| CN202324688U (en) * | 2011-12-01 | 2012-07-11 | 雅致集成房屋股份有限公司 | Disaster relief placement mobile house |
| CN203201175U (en) * | 2013-03-29 | 2013-09-18 | 肇庆菲思科金属科技有限公司 | Integrated aluminium alloy villa |
| CN104372961A (en) * | 2014-11-06 | 2015-02-25 | 安徽鸿路钢结构(集团)股份有限公司 | Anti-seismic integrated lightweight steel construction house |
| CN105089149A (en) * | 2015-09-06 | 2015-11-25 | 广东菲思科金属科技有限公司 | Side elevation system of aluminum alloy house |
| CN206110315U (en) * | 2016-08-29 | 2017-04-19 | 广东铝美居科技实业有限公司 | Aluminium alloy beam column frame construction |
-
2016
- 2016-08-29 CN CN201610745191.3A patent/CN106121036B/en not_active Expired - Fee Related
Patent Citations (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US4205497A (en) * | 1977-02-26 | 1980-06-03 | Schirm Klaus Werner | Building with a frame or skeleton structure |
| CN201726706U (en) * | 2010-05-14 | 2011-02-02 | 浙江朗润合金科技有限公司 | Assembly type natural light horticultural greenhouse |
| CN202324688U (en) * | 2011-12-01 | 2012-07-11 | 雅致集成房屋股份有限公司 | Disaster relief placement mobile house |
| CN203201175U (en) * | 2013-03-29 | 2013-09-18 | 肇庆菲思科金属科技有限公司 | Integrated aluminium alloy villa |
| CN104372961A (en) * | 2014-11-06 | 2015-02-25 | 安徽鸿路钢结构(集团)股份有限公司 | Anti-seismic integrated lightweight steel construction house |
| CN105089149A (en) * | 2015-09-06 | 2015-11-25 | 广东菲思科金属科技有限公司 | Side elevation system of aluminum alloy house |
| CN206110315U (en) * | 2016-08-29 | 2017-04-19 | 广东铝美居科技实业有限公司 | Aluminium alloy beam column frame construction |
Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108708454A (en) * | 2018-08-28 | 2018-10-26 | 江苏誉盛铂特建材科技有限公司 | A kind of assembled glass sunlight house |
| CN108708454B (en) * | 2018-08-28 | 2023-08-15 | 艾族阳光房门窗(佛山)有限公司 | Assembled sunshine room |
| CN109057007A (en) * | 2018-10-09 | 2018-12-21 | 云南省玉溪市红塔铝型材厂 | A kind of twin-stage top structure of Chinese style frame room of aluminum profile preparation |
| CN109057007B (en) * | 2018-10-09 | 2024-04-19 | 云南省玉溪市红塔铝型材厂 | Two-stage roof Chinese-style structure frame house prepared from aluminum profiles |
| CN110847500A (en) * | 2019-11-28 | 2020-02-28 | 深圳万用房屋智造科技有限公司 | Assembled house alloy aluminum cross stand column |
Also Published As
| Publication number | Publication date |
|---|---|
| CN106121036B (en) | 2018-11-23 |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN105937278B (en) | A kind of assembly concrete frame wall filled with masonry system and its construction method | |
| US11739521B2 (en) | Building system | |
| CN106121036A (en) | A kind of aluminium section bar Beam-post Frame Structure | |
| CN102660996A (en) | Multilevel multi-curve single-layer welding ball steel structure net rack and construction method thereof | |
| CN109372186A (en) | Divide the assembling framework system of limb combined special-shaped column and shock absorption wall with concrete filled steel tube | |
| CN201372484Y (en) | Building with light steel structure | |
| CN106894543A (en) | The light steel of half assembled-foam concrete assembled wall and its application method | |
| CN106193294A (en) | A kind of aluminum room | |
| CN104929276A (en) | Combined wall and manufacturing method thereof | |
| CN206110315U (en) | Aluminium alloy beam column frame construction | |
| CN205637169U (en) | Two curb plates support node of apron is stretched to outband of beam -ends concatenation | |
| CN206090828U (en) | Aluminium room | |
| CN111794421B (en) | Prefabricated concrete floor assembling method | |
| CN106284641B (en) | A kind of method of construction in aluminium room | |
| CN108678416A (en) | A kind of assembled underground increasing layer isolation structure and increasing layer shock insulation construction technology | |
| CN105756380A (en) | Construction method of multi-layer large-span assembled integral space steel grid box-type structure factory building | |
| CN102261184B (en) | Method for building anti-seismic storied building by utilizing steel wire mesh frame polystyrene sandwich plates | |
| PT2206836E (en) | Sloping structure | |
| CN113235735B (en) | Traditional bucket-penetrating type wood structure house with light partition wall and construction method | |
| CN213038567U (en) | Fabricated steel structure anti-theft sound-insulation heat-insulation fireproof earthquake-resistant building | |
| CN114687511A (en) | Novel assembled internal heat-insulation light wallboard adopting layered alternate lap joint | |
| CN107605072A (en) | A kind of new filling wall suitable for green assembly mode | |
| CN105839791A (en) | Double-side-plate supporting node of overhung cover plate | |
| CN104695424A (en) | Prefabricated hollow pile cap for composite foundation and fixing method thereof | |
| CN109339242A (en) | Assembled light gauge cold-formed steel shape assembled house structural system and construction method |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C06 | Publication | ||
| PB01 | Publication | ||
| C10 | Entry into substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| GR01 | Patent grant | ||
| 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: 20181123 |