CN106121036B - A kind of aluminum profile Beam-post Frame Structure - Google Patents
A kind of aluminum profile Beam-post Frame Structure Download PDFInfo
- Publication number
- CN106121036B CN106121036B CN201610745191.3A CN201610745191A CN106121036B CN 106121036 B CN106121036 B CN 106121036B CN 201610745191 A CN201610745191 A CN 201610745191A CN 106121036 B CN106121036 B CN 106121036B
- Authority
- CN
- China
- Prior art keywords
- column
- wall
- cement ground
- aluminum profile
- 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.)
- Expired - Fee Related
Links
- XAGFODPZIPBFFR-UHFFFAOYSA-N aluminium Chemical compound [Al] XAGFODPZIPBFFR-UHFFFAOYSA-N 0.000 title claims abstract description 39
- 229910052782 aluminium Inorganic materials 0.000 title claims abstract description 39
- 239000004568 cement Substances 0.000 claims abstract description 86
- 230000003014 reinforcing effect Effects 0.000 claims abstract description 53
- 229910000838 Al alloy Inorganic materials 0.000 claims abstract description 43
- 239000000758 substrate Substances 0.000 claims abstract description 30
- 238000010276 construction Methods 0.000 claims abstract description 10
- 238000009434 installation Methods 0.000 claims description 12
- 239000004567 concrete Substances 0.000 claims description 7
- 238000005266 casting Methods 0.000 claims description 2
- 238000004513 sizing Methods 0.000 claims description 2
- 239000010410 layer Substances 0.000 description 50
- 239000004411 aluminium Substances 0.000 description 17
- 238000000034 method Methods 0.000 description 8
- 239000000463 material Substances 0.000 description 7
- 238000007789 sealing Methods 0.000 description 7
- 238000003466 welding Methods 0.000 description 7
- 238000010586 diagram Methods 0.000 description 6
- 238000010079 rubber tapping Methods 0.000 description 6
- 229920000742 Cotton Polymers 0.000 description 5
- 230000030279 gene silencing Effects 0.000 description 5
- 239000002689 soil Substances 0.000 description 5
- 239000011449 brick Substances 0.000 description 4
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 4
- 239000000956 alloy Substances 0.000 description 3
- 239000004744 fabric Substances 0.000 description 3
- 239000007787 solid Substances 0.000 description 3
- XEEYBQQBJWHFJM-UHFFFAOYSA-N Iron Chemical compound [Fe] XEEYBQQBJWHFJM-UHFFFAOYSA-N 0.000 description 2
- 229910045601 alloy Inorganic materials 0.000 description 2
- 230000015572 biosynthetic process Effects 0.000 description 2
- 230000000694 effects Effects 0.000 description 2
- 238000009413 insulation Methods 0.000 description 2
- 238000004519 manufacturing process Methods 0.000 description 2
- 229910000851 Alloy steel Inorganic materials 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
- 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
- 239000006185 dispersion Substances 0.000 description 1
- 230000002708 enhancing effect Effects 0.000 description 1
- 238000002474 experimental method Methods 0.000 description 1
- 238000001125 extrusion Methods 0.000 description 1
- 230000005484 gravity Effects 0.000 description 1
- 238000010438 heat treatment Methods 0.000 description 1
- 229910052742 iron Inorganic materials 0.000 description 1
- 230000007774 longterm Effects 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
- 239000011150 reinforced concrete Substances 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
- 239000002344 surface layer Substances 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 aluminum profile Beam-post Frame Structures, belong to building technical field.A kind of aluminum profile Beam-post Frame Structure, including substrate, based on aluminum alloy frame and the wall being connected in the aluminum alloy frame framework made of substrate construction, the substrate includes support portion made of being spaced apart by the cement ground pile for being partially embedded in underground, by the conformable frame that is constituted of reinforcing beams of several two cement ground piles of connection, and the pressure-bearing grate that the strut beam being arranged in the conformable frame gap in length and breadth is constituted；The aluminum alloy frame is made of vertically arranged column and the crossbeam being horizontally installed between two columns.The aluminum profile Beam-post Frame Structure firm stable, is provided simultaneously with the bearing capacity of preferable horizontal direction active force resistance and vertical direction loading force.
Description
Technical field
The present invention relates to building technical fields, and in particular to a kind of aluminum profile Beam-post Frame Structure.
Background technique
Existing building is mainly to advocate peace based on armored concrete with brick concrete, is divided into two classes by material；Wherein with
Building based on brick concrete is needed using a large amount of concrete and brick and tile, and it is great in constructing amount, build up it is rear it is irremovable, disappear
A large amount of land resource is consumed；And armored concrete has been that the building weight of main material is larger, reinforcing bar itself with high costs,
It is same irremovable after building up, so that the whole cost of reinforced concrete building is higher.
Acute variation occurs in long neglected and in disrepair, material aging, natural environment for above two building or country needs to carry out
It is heavy, disadvantage can not be moved show fully undoubtedly when removal.
For this purpose, field technical staff is dedicated to building one kind low in cost, moveable convenient disassembly and guarantee as far as possible
The novel building of house intensity.
If application publication number is that 105040812 A of CN discloses a kind of aluminium alloy house, for the removable of building
Property, it using making beam, column, wallboard etc. based on aluminum alloy materials, and is made into as house, with good detachability
With certain intensity, but its radix saposhnikoviae, anti-seismic performance it is limited, do not have enough intensity under more severe natural environment, and
And it does not provide enough intensity to support the pressure on vertical direction, i.e. its load carrying behaviour is less desirable.
For another example Authorization Notice No. is the Chinese utility model patent of 203201175 U of CN, and it is whole to disclose a kind of aluminium alloy
Villa is provided with cement ground pile, load at ground end interval on the basis of aluminium alloy floor, wallboard, pillar, crossbeam
It is improved, but still dislikes insufficient, and the performance of its anti-horizontal direction active force is not ideal enough, is i.e. wind resistance and shock resistance is limited.
Summary of the invention
The purpose of the present invention, be to solve the above-mentioned problems, provide a kind of framework securely, have both horizontal direction and vertical side
To the aluminum profile Beam-post Frame Structure of active force resistance.
Technical proposal that the invention solves the above-mentioned problems is as follows：
A kind of aluminum profile Beam-post Frame Structure, including substrate, based on the substrate construction made of aluminum alloy frame and company
The wall in the aluminum alloy frame framework is connect, the substrate includes being spaced apart by the cement ground pile for being partially embedded in underground
Made of support portion, by the conformable frame that is constituted of reinforcing beams of several two cement ground piles of connection, and setting in length and breadth
The vertical extension of the pressure-bearing grate that strut beam in the conformable frame gap is constituted, the strut beam is greater than horizontal breadth
Twice, be equipped with backing plate on the pressure-bearing grate；The aluminum alloy frame is by vertically arranged column and is horizontally installed on two
Crossbeam between column described in root is constituted, and the column is arranged on the backing plate corresponding on the position of the cement ground pile；
It is provided with door at least one described wall, and is arranged at least one described wall fenestrate.
The mode of construction of cement ground pile is different from traditional timber, and traditional timber is that first have stake, then with piling machine to ground
Lower piling, and cement ground pile is then to dig a well on the ground first, the depth and diameter of well and cement ground pile computed in advance
Size is adapted, then reinforcing bar is placed into the well accomplished fluently, finally to the inside casting cement concrete, so that cement floor forming pile,
The part in cement ground pile projectedly face can make its sizing by the way that fence is arranged in advance in well head.
For traditional timber, the intensity of cement ground pile is higher, and dimensional stability is more preferable, traditional timber to
The problem of underground easily tilts when driving piles, the structure stability after being has buried hidden danger, and cement ground pile is then asked without this
Topic, combines closely with the soil around the borehole wall, the load of building is transmitted in soil well.
However, although single cement ground pile has good supporting role, the area of building itself is larger, needs multiple
The combination of cement ground pile constitutes substrate, the load of shared building, at this point, if cement ground pile is fought separately, when certain
When cement ground pile defect occurs, collapses or rupture, entire support portion can be made unbalance, gradually lose branch as water dike is burst in ant cave
Support effect, at this point, the conformable frame that several reinforcing beams are constituted just embodies its irreplaceable value, the reinforcing beam is general
Using reinforcing bar, at least first the cement ground pile to make a circle outside the support portion is connected in turn, then with the cement that is located at middle part
Ground pile is connected, and is formed and is similar to arachnoid entire frame, and the conformable frame joins together single cement ground pile shape
At an entirety, when the load suffered by some cement ground pile is larger, active force can be conducted to others by conformable frame
On cement ground pile, in this way, each cement ground pile participates in the receiving and transmitting of building load jointly, it is not easy somewhere to carry
Broken brick, had not only improved the upper limit of bearing strength, but also increase the service life of substrate.
Although reinforcing beam made of reinforcing bar can conduct load, the cement ground pile of dispersion is integrated into an entirety, it is whole
It is not strong to close the ability that frame carries vertical direction upper stress there are reinforcing beam made of hole and reinforcing bar itself, just embodies at this time
The main function that pressure-bearing grate made of strut beam is played out：Undertake the load on vertical direction, and help to be conducted to
At cement ground pile, the strut beam as top and bottom and is staggered by the profile of plate using face where thickness, this structure
It is able to bear biggish vertical load power and strut beam formation subdivided meshes skeleton that is indeformable, and being crossed-over, more
The vertical load of building is dispersed well.
As a preferred embodiment of the above technical solution, the column is the aluminium alloy cylinder of inner hollow, the side wall of the column
On offer vertical fixing piece card slot, the fixing piece card slot is the fixing piece for be clamped the installation wall or crossbeam.
The density of fine aluminium is small, about the 1/3 of iron density, and fusing point is relatively low, and the crystalline structure of aluminium element is face-centered cubic
Structure, therefore there is very high plasticity, it is easy to process, it can be made into various profiles, plate, corrosion resistance is good；But fine aluminium is strong
Degree is very low, should not be directly used as structural material.By long-term production practices and scientific experiment, people are gradually to be added alloy member
The methods of element and utilization heat treatment carry out reinforced aluminum, this has just obtained a series of aluminium alloy.Add the alloy that certain element is formed
It can also intensity with higher while the advantages that keeping fine aluminium light.Make its " specific strength " in this way（Intensity and specific gravity
Ratio）Surpass many steel alloys, become ideal structural material, is widely used in machine-building, Transport Machinery, dynamic power machine and boat
Empty industry etc. also includes building field certainly, to mitigate self weight.The welding of steel plate materials, structure are replaced using aluminium alloy
Weight can reduce 50% or more.
Main support component of the application using the Aluminum alloy column of inner hollow as aluminium room, is exactly utilized aluminium alloy
Above-mentioned characteristic, since aluminium room itself is using aluminium alloy as made of main material, quality is manufactured relative to traditional material
It has been alleviated for building very much, column structure itself is suitable for undertaking vertical load；Since column is in aluminium described herein
It also needs to be connected with each other with wall and crossbeam etc. other than support in room structure, be connected and fixed for convenience, made of aluminium alloy
The cross sectional shape of column generallys use rectangle, often square, in this way, the side wall of column will mention for installation wall and crossbeam
For easily installing stationary plane.
The fixing piece card slot is the edge for being set to the two sides of plane of the column, along the direction one of the column
It is straight to extend, play the role of limit to the wall and crossbeam etc. that are mounted on the column, i.e. the thickness of wall and corner brace etc. is pacified
The width of piece installing is adapted with the size of the fixing piece card slot.
As a preferred embodiment of the above technical solution, what is be spaced on the inner wall of the column is provided with several reinforcings being vertically distributed
Fin.
The reinforcing fin is set on the inner surface of the column, and to the inner surface of column protrusion, along described
Column direction is distributed vertically, is equivalent to the reinforcing rib being set to inside the column, and can be screw, bolt class installation part
Enough screw hole wider spaces are provided.
As a preferred embodiment of the above technical solution, the fixing piece of the wall or the crossbeam is existed by screw or bolt fastening
On the side of the column, the screw or bolt through the screw hole for reinforcing fin with the column by being connected.
Make installation strength higher using across the screw hole installation wall or crossbeam for reinforcing fin, it is stronger.
As a preferred embodiment of the above technical solution, the fixing piece of the wall and the column is wall clamping block, vertically simultaneously
The side that the column is arranged at interval, the wall clamping block includes at least one wall clamping groove, and the wall passes through
The wall clamping groove is mounted on the column, and passes through screw or bolt and the wall clamping block Joint.
As a preferred embodiment of the above technical solution, the fixing piece of the crossbeam and the column is corner brace, and the corner brace passes through
Screw or bolt are by the crossbeam and the column Joint.
Above-mentioned screw is tapping screw, and aluminium alloy extrusions is typically all to be fixed with electric drill nail self-tapping screw, Bu Nengyong
Common screw, tool will also select pair.
Self-tapping screw is used for nonmetallic or softer metal, is not used in bottoming hole and tapping；Self-tapping screw is tip, this
Sample ability " self tapping "；Normal screws are all tack, and thickness is consistent.
As a preferred embodiment of the above technical solution, several described crossbeams for being in same level are connected to adjacent two
Between the middle part of the column, layered framework is formed, the blank space interval of the layered framework is provided with several supporting beams；Institute
It states layered framework and the supporting beam is formed by plane and the aluminum alloy frame is divided into upper layer and lower layer.
That is the crossbeam constitutes layering skeleton, the support strength of the level of the supporting beam enhancing layering, so that originally
There is concept hierarchy in the application aluminium room, and the utilization rate of land area is higher, and there has also been more abundant functions in aluminium room itself
Region division concept.
As a preferred embodiment of the above technical solution, what is be spaced on the crossbeam is provided with positioning protrusion, and the supporting beam opens up
There is the locating slot that Open Side Down, the opening width of the locating slot is adapted with the width of the positioning protrusion.
Imply that supporting beam is tipped upside down on by locating slot on two opposite positioning protrusion, the positioning protrusion can lead to simultaneously
The suitability of width is crossed to limit to the supporting beam.
As a preferred embodiment of the above technical solution, the supporting rib perpendicular with its extending direction is equipped in the supporting beam
Item.
The support rod and the supporting beam form staggered network, are distributed the laminate pressure of score layer
More evenly, aluminium room overall structure is more stable.
As a preferred embodiment of the above technical solution, the cement ground pile to make a circle outside the support portion constitutes regular polygon.
As a preferred embodiment of the above technical solution, cement ground pile at least five to make a circle outside the support portion.
The support portion frame stressing of regular polygon is uniform, and nothing has bias, the building that even more a house type is more hit exactly.
As a preferred embodiment of the above technical solution, the wall successively includes interior buckle layer, filled layer and outward buckle from inside to outside
Plate layer.
As a preferred embodiment of the above technical solution, the interior buckle layer and the outer buckle layer are by being overlapped mutually the profile of clamping
It constitutes, the profile includes the superposed Fixed Division with the filled layer Joint and positioned at lower part and adjacent profile
The mutually profile card slot of clamping.
As a preferred embodiment of the above technical solution, the Fixed Division includes a platform, be provided on the platform with it is described
The compatible profile strip of profile card slot.
The profile is all linked with one another, forms the surface layer of curtain shape, the profile and the filled layer on the two sides of the wall
Between there are holes can also play the role of insulation since the capacity of heat transmission of air is poor.
As a preferred embodiment of the above technical solution, sealing joint strip is provided in the profile card slot.
Sealing joint strip makes the contact type between profile be flexible contact, places collsion damage and generates noise, and
So that the gap inner air between profile and filled layer is flowed and stagnated, heat insulation effect is more preferable.
As a preferred embodiment of the above technical solution, the outer surface of the interior buckle layer and the outer buckle layer is provided with decoration
Layer.
As a preferred embodiment of the above technical solution, porous noise reduction medium is filled in the filled layer.
The noise reduction medium can be merely silencing cotton, or two or more noise reduction media are combined.
As a preferred embodiment of the above technical solution, lambdoid roof, the room are provided at the top of the aluminum alloy frame
Top include top beam made of aluminium alloy, the lower section for being distributed in the top beam two sides and two bottom beams parallel with the top beam,
It connects the cant beam of the top beam and the bottom beam adjacent end portion and connects the flat tube of two bottom beam adjacent end portions.
As a preferred embodiment of the above technical solution, cant beam clamping block, the cant beam card are provided on the lower end surface of the cant beam
Connect block be clamped with the wall, the structure of block it is consistent.
As a preferred embodiment of the above technical solution, it is arranged between the column and the wall, the crossbeam and the wall
There is sealing joint strip.
A kind of method of construction in aluminium room, includes the following steps：
1. being partly embedded into it into soil on ground the setting at several cement ground piles interval, and each cement floor
The height of the upper surface of stake is consistent, and forms support portion；
2. the both ends of reinforcing beam made of several reinforcing bars are arranged on the upper surface of two cement ground piles, frame is integrated in formation
Frame, the conformable frame include at least the round frame being made of the reinforcing beam on the cement ground pile of the support portion periphery,
Two reinforcing beams on the same cement ground pile are mutually fixed by welding；
3. by welding by the strut beam of plate being fixed together to be formed and hold in length and breadth in the gap of the conformable frame
Grid is pressed, and is laid with backing plate in the plane that the conformable frame and the pressure-bearing grate are constituted；
4. corresponding to the position installation column of cement ground pile on the ground cushion, the column passes through expansion bolt and the water
Muddy ground stake Joint；
5. wall is mounted between two columns by wall clamping block, bolt or screw；
6. passing through, corner brace, bolt or screw are affixed by crossbeam and the column and setting is on the wall；
7. installing roof on the crossbeam by corner brace, bolt or screw, the installation door on the space that wall is reserved
Plate and window.
As a preferred embodiment of the above technical solution, step 1. described in the cement ground pile that makes a circle outside support portion constitute it is just polygon
Shape, and quantity is at least 5.
As a preferred embodiment of the above technical solution, step 3. in the strut beam that is arranged in length and breadth be mutually perpendicular to.
As a preferred embodiment of the above technical solution, step 4. described at least 1, column be mounted in the middle part of the support portion
Certain root cement ground pile on.
As a preferred embodiment of the above technical solution, step 5. described in the upper surface of wall be located at the 1/3- of the stem height
At 2/3.
It as a preferred embodiment of the above technical solution, will also be between the crossbeam after 6. crossbeam is mounted on wall by step
Supporting beam is set up at interval, and is laid with bed course in the supporting beam and is formed floor.
As a preferred embodiment of the above technical solution, 6. step further includes continuing to install wall on the crossbeam for setting up the supporting beam
Body, installation method and step are 5. identical.
As a preferred embodiment of the above technical solution, step 7. further include afterwards step 8.：Company between the wall and column
Place's arrangement setting water lines and electric wire are connect, and cover board is installed in the junction between the wall and column in the completed.
As a preferred embodiment of the above technical solution, step 5. described in wall inner hollow, and filled out in advance in hollow inside
Filled with noise reduction medium.
As a preferred embodiment of the above technical solution, step 4. in column install wall clamping block in advance, or column with
Row installs wall clamping block again after the cement ground pile is affixed.
In conclusion the invention has the advantages that：
1. a kind of aluminum profile Beam-post Frame Structure firm stable of the present invention, is provided simultaneously with preferable horizontal direction
The bearing capacity of active force resistance and vertical direction loading force；
2. a kind of aluminum profile Beam-post Frame Structure of the present invention is easy to disassemble and install, can shift as needed；
3. a kind of aluminum profile Beam-post Frame Structure cost of the present invention is more cheap, production is easy.
Detailed description of the invention
Fig. 1 is aluminium room overall structure diagram；
Fig. 2 is base part structural schematic diagram；
Fig. 3 is column portion structural schematic diagram；
Fig. 4 is column, crossbeam and supporting beam partially connected architecture schematic diagram；
Fig. 5 is wall the schematic diagram of the section structure；
Fig. 6 is the area the A enlarged drawing of Fig. 5；
Fig. 7 is roof structure schematic diagram；
In figure, 1- substrate, 11- support portion, 111- cement ground pile, 12- conformable frame, 121- reinforcing beam, 13- pressure-bearing lattice
Grid, 131- strut beam, 14- backing plate, 2- aluminum alloy frame, 21- column, 211- fixing piece card slot, 212- reinforce fin, 213- wall
Body clamping block, 2131- wall clamping groove, 22- crossbeam, 221- corner brace, 222- positioning protrusion, 23- supporting beam, 231- locating slot,
24- support rod, 3- wall, the outer buckle layer of buckle layer, 32- filled layer, 33-, 3a- profile, the Fixed Division 3a1-, 3a2- in 31-
Profile card slot, 3a3- profile strip, the roof 4-, 41- top beam, 42- bottom beam, 43- cant beam, 431- cant beam clamping block, 44- flat tube.
Specific embodiment
The technical scheme in the embodiments of the invention will be clearly and completely described below, it is clear that described implementation
Example is only a part of the embodiment of the present invention, instead of all the embodiments.Embodiment in the present invention, ordinary skill
Personnel's all other embodiment obtained under the premise of not doing creative work, shall fall within the protection scope of the present invention.
With embodiment, the present invention is described in detail with reference to the accompanying drawing.
Embodiment 1：A kind of aluminium room, including substrate 1, based on aluminum alloy frame 2 and being connected to made of the substrate 1 construction
Wall 3 in 2 framework of aluminum alloy frame, the substrate 1 include being divided by being partially embedded in the cement ground pile 111 of underground and being spaced
Support portion 11 made of cloth, by several connection two cement ground piles 111 reinforcing beams 121 constituted conformable frame 12, with
And the pressure-bearing grate 13 that the strut beam 131 being arranged in 12 gap of conformable frame in length and breadth is constituted.
3-8 meters are divided between the adjacent cement ground pile 111；The reinforcing beam 121 is reinforcing bar, and the reinforcing bar successively connects
The cement ground pile 111 for connecing 1 periphery of the substrate forms round outline border, and on this basis, the reinforcing bar is by 1 periphery of substrate
Cement ground pile 111 is connected with the cement ground pile 111 among the substrate 1, forms network-like conformable frame 12；The pressure-bearing
The vertical extension of beam 131 is greater than twice of horizontal breadth, is equipped with backing plate 14 on the pressure-bearing grate 13；The aluminum alloy frame
2 are made of vertically arranged column 21 and the crossbeam 22 being horizontally installed between two columns 21, and the column 21 is arranged
Corresponding on the position of the cement ground pile 111 on the backing plate 14；Door and window are provided on the wall 3.
The column 21 is the aluminium alloy cylinder of inner hollow, offers vertical fixing piece on the side wall of the column 21
Card slot 211, what is be spaced on inner wall is provided with several reinforcing fins 212 being vertically distributed, and the card slot 211 is to pacify for being clamped
Fill the fixing piece of the wall 3 or crossbeam 22；The fixing piece of the wall 3 and the column 21 is wall clamping block 213, vertically
And the side that the column 21 is arranged in being spaced, the wall clamping block 213 include wall clamping groove 2131, the wall 3
It is mounted on the column 21 by the wall clamping groove 2131, and passes through reinforcing fin 212 described in screw or bolt-through
Screw hole and 213 Joint of wall clamping block, the fixing piece of the crossbeam 22 and the column 21 is corner brace 221, described
Corner brace 221 passes through screw or bolt for 21 Joint of the crossbeam 22 and the column.
The wall 3 successively includes interior buckle layer 31, filled layer 32 and outer buckle layer 33 from inside to outside；The interior buckle layer
31 and the outer surface of the outer buckle layer 33 be provided with decorative layer, be filled with silencing cotton in the filled layer 32；The interior buckle
Layer 31 and the outer buckle layer 33 be made of the profile 3a for being overlapped mutually clamping, the profile 3a include it is superposed with it is described
The Fixed Division 3a1 of 32 Joint of the filled layer and profile card slot 3a2 being clamped with adjacent profile 3a phase positioned at lower part, it is described solid
Socket part 3a1 includes a platform, is provided with profile strip 3a3 compatible with the profile card slot 3a2 on the platform, described
Sealing joint strip is additionally provided in profile card slot 3a2.
Embodiment 2：A kind of aluminium room, including substrate 1, based on aluminum alloy frame 2 and being connected to made of the substrate 1 construction
Wall 3 in 2 framework of aluminum alloy frame, the substrate 1 include being divided by being partially embedded in the cement ground pile 111 of underground and being spaced
Support portion 11 made of cloth, by several connection two cement ground piles 111 reinforcing beams 121 constituted conformable frame 12, with
And the pressure-bearing grate 13 that the strut beam 131 being arranged in 12 gap of conformable frame in length and breadth is constituted.
3-8 meters are divided between the adjacent cement ground pile 111；The reinforcing beam 121 is reinforcing bar, and the reinforcing bar successively connects
The cement ground pile 111 for connecing 1 periphery of the substrate forms round outline border, and on this basis, the reinforcing bar is by 1 periphery of substrate
Cement ground pile 111 is connected with the cement ground pile 111 among the substrate 1, forms network-like conformable frame 12；The pressure-bearing
The vertical extension of beam 131 is greater than twice of horizontal breadth, is equipped with backing plate 14 on the pressure-bearing grate 13；The aluminum alloy frame
2 are made of vertically arranged column 21 and the crossbeam 22 being horizontally installed between two columns 21, and the column 21 is arranged
Corresponding on the position of the cement ground pile 111 on the backing plate 14；Door and window are provided on the wall 3.
The column 21 is the aluminium alloy cylinder of inner hollow, offers vertical fixing piece on the side wall of the column 21
Card slot 211, what is be spaced on inner wall is provided with several reinforcing fins 212 being vertically distributed, and the card slot 211 is to pacify for being clamped
Fill the fixing piece of the wall 3 or crossbeam 22；The fixing piece of the wall 3 and the column 21 is wall clamping block 213, vertically
And the side that the column 21 is arranged in being spaced, the wall clamping block 213 include wall clamping groove 2131, the wall 3
It is mounted on the column 21 by the wall clamping groove 2131, and passes through reinforcing fin 212 described in screw or bolt-through
Screw hole and 213 Joint of wall clamping block, the fixing piece of the crossbeam 22 and the column 21 is corner brace 221, described
Corner brace 221 passes through screw or bolt for 21 Joint of the crossbeam 22 and the column.
The wall 3 successively includes interior buckle layer 31, filled layer 32 and outer buckle layer 33 from inside to outside；The interior buckle layer
31 and the outer surface of the outer buckle layer 33 be provided with decorative layer, be filled with silencing cotton in the filled layer 32；The interior buckle
Layer 31 and the outer buckle layer 33 be made of the profile 3a for being overlapped mutually clamping, the profile 3a include it is superposed with it is described
The Fixed Division 3a1 of 32 Joint of the filled layer and profile card slot 3a2 being clamped with adjacent profile 3a phase positioned at lower part, it is described solid
Socket part 3a1 includes a platform, is provided with profile strip 3a3 compatible with the profile card slot 3a2 on the platform, described
Sealing joint strip is additionally provided in profile card slot 3a2.
Several described crossbeams 22 for being in same level are connected between the middle part of the column 21 of adjacent two,
Layered framework is formed, the blank space interval of the layered framework is provided with several supporting beams 23；The layered framework and described
Supporting beam 23 is formed by plane and the aluminum alloy frame 2 is divided into upper layer and lower layer, and what is be spaced on the crossbeam 22 is provided with
Positioning protrusion 222, the supporting beam 23 offer the locating slot 231 that Open Side Down, the opening width of the locating slot 231 and institute
The width for stating positioning protrusion 222 is adapted, and the support rod 24 perpendicular with its extending direction is equipped in the supporting beam 23.
Embodiment 3：A kind of aluminium room, including substrate 1, based on aluminum alloy frame 2 and being connected to made of the substrate 1 construction
Wall 3 in 2 framework of aluminum alloy frame, the substrate 1 include being divided by being partially embedded in the cement ground pile 111 of underground and being spaced
Support portion 11 made of cloth, by several connection two cement ground piles 111 reinforcing beams 121 constituted conformable frame 12, with
And the pressure-bearing grate 13 that the strut beam 131 being arranged in 12 gap of conformable frame in length and breadth is constituted.
3-8 meters, and the cement ground pile to make a circle outside the support portion 11 are divided between the adjacent cement ground pile 111
111 constitute regular polygon；The reinforcing beam 121 is reinforcing bar, and the reinforcing bar is sequentially connected the cement ground pile of 1 periphery of substrate
111 form round outline border, and on this basis, the reinforcing bar will be in the cement ground pile 111 and the substrate 1 of 1 periphery of substrate
Between cement ground pile 111 be connected, form network-like conformable frame 12；The vertical extension of the strut beam 131 is greater than level
Twice of thickness is equipped with backing plate 14 on the pressure-bearing grate 13；The aluminum alloy frame 2 is by vertically arranged column 21 and cross
It is constituted to the crossbeam 22 being arranged between two columns 21, the column 21 is arranged on the backing plate 14 corresponding to described
On the position of cement ground pile 111；Door and window are provided on the wall 3.
The column 21 is the aluminium alloy cylinder of inner hollow, offers vertical fixing piece on the side wall of the column 21
Card slot 211, what is be spaced on inner wall is provided with several reinforcing fins 212 being vertically distributed, and the card slot 211 is to pacify for being clamped
Fill the fixing piece of the wall 3 or crossbeam 22；The fixing piece of the wall 3 and the column 21 is wall clamping block 213, vertically
And the side that the column 21 is arranged in being spaced, the wall clamping block 213 include wall clamping groove 2131, the wall 3
It is mounted on the column 21 by the wall clamping groove 2131, and passes through reinforcing fin 212 described in screw or bolt-through
Screw hole and 213 Joint of wall clamping block, the fixing piece of the crossbeam 22 and the column 21 is corner brace 221, described
Corner brace 221 passes through screw or bolt for 21 Joint of the crossbeam 22 and the column.
The wall 3 successively includes interior buckle layer 31, filled layer 32 and outer buckle layer 33 from inside to outside；The interior buckle layer
31 and the outer surface of the outer buckle layer 33 be provided with decorative layer, be filled with silencing cotton in the filled layer 32；The interior buckle
Layer 31 and the outer buckle layer 33 be made of the profile 3a for being overlapped mutually clamping, the profile 3a include it is superposed with it is described
The Fixed Division 3a1 of 32 Joint of the filled layer and profile card slot 3a2 being clamped with adjacent profile 3a phase positioned at lower part, it is described solid
Socket part 3a1 includes a platform, is provided with profile strip 3a3 compatible with the profile card slot 3a2 on the platform, described
Sealing joint strip is additionally provided in profile card slot 3a2.
The top of the aluminum alloy frame 2 is provided with lambdoid roof 4, and the roof 4 includes top made of aluminium alloy
Beam 41, the lower section for being distributed in 41 two sides of top beam and two bottom beams 42 parallel with the top beam 41, the connection top beam
41 and 42 adjacent end portion of the bottom beam cant beam 43 and connect two 42 adjacent end portions of bottom beam flat tube 44, the cant beam
Cant beam clamping block 431, the structure one of the cant beam clamping block 431 and the wall clamping block 213 are provided on 43 lower end surface
It causes.
Sealing joint strip is provided between the column 21 and the wall 3, the crossbeam 22 and the wall 3.
Embodiment 4：A kind of method of construction in aluminium room,:Include the following steps：
1. the setting that several cement ground piles 111 are spaced is partly embedded into it into soil on ground, and each cement
The height of the upper surface of ground pile 111 is consistent, and forms support portion 11；
2. the both ends of reinforcing beam 121 made of several reinforcing bars are arranged on the upper surface of two cement ground piles 111, formed
Conformable frame 12, the conformable frame 12 include 121 structures of reinforcing beam on the cement ground pile 111 by 11 periphery of support portion
At round frame, two reinforcing beams 121 on the same cement ground pile 111 are mutually fixed by welding；
3. the shape that is fixed together in the gap of the conformable frame 12 by welding by the strut beam 131 of plate in length and breadth
At pressure-bearing grate 13, and ground cushion 14 is laid in the plane that the conformable frame 12 and the pressure-bearing grate 13 are constituted；
4. corresponding to the position installation column 21 of cement ground pile 111 on the backing plate 14, the column 21 passes through expanding screw
Bolt and 111 Joint of cement ground pile；
5. wall 3 is mounted between two columns 21 by wall clamping block 213, bolt or screw；
6. by corner brace 221, bolt or screw by crossbeam 22 and the column 21 it is affixed and be arranged the wall 3 it
On；
7. roof 4 is installed on the crossbeam 22 by corner brace 221, bolt or screw, on the space that wall 3 is reserved
Door-plate and window are installed.
Embodiment 5：A kind of method of construction in aluminium room,:Include the following steps：
1. the setting that several cement ground piles 111 are spaced is partly embedded into it into soil on ground, and each cement
The height of the upper surface of ground pile 111 is consistent, and forms support portion 11, the cement ground pile 111 to make a circle outside the support portion 11
Constitute regular polygon；
2. the both ends of reinforcing beam 121 made of several reinforcing bars are arranged on the upper surface of two cement ground piles 111, formed
Conformable frame 12, the conformable frame 12 include 121 structures of reinforcing beam on the cement ground pile 111 by 11 periphery of support portion
At round frame, two reinforcing beams 121 on the same cement ground pile 111 are mutually fixed by welding；
3. the shape that is fixed together in the gap of the conformable frame 12 by welding by the strut beam 131 of plate vertically
At pressure-bearing grate 13, and backing plate 14 is laid in the plane that the conformable frame 12 and the pressure-bearing grate 13 are constituted；
4. column 21 installs wall clamping block 213 in advance, the position peace of cement ground pile 111 is corresponded on the ground cushion 14
Column 21 is filled, the column 21 passes through expansion bolt and 111 Joint of cement ground pile, at least 1, the column 21 peace
On certain root cement ground pile 111 at 11 middle part of support portion；
5. being filled with silencing cotton in the hollow inside of wall 3 in advance, wall 3 is passed through into wall clamping block 213, bolt or spiral shell
Nail is mounted between two columns 21, and the upper surface of the wall 3 is located at the 1/3-2/3 of 21 height of column；
6. by corner brace 221, bolt or screw by crossbeam 22 and the column 21 it is affixed and be arranged the wall 3 it
On, what is be then spaced between the crossbeam 22 sets up supporting beam 23, and is laid with bed course in the supporting beam 23 and forms floor,
It sets up and continues that wall 3 is installed on the crossbeam 22 of the supporting beam 23, installation method and step are 5. identical；
7. roof 4 is installed on the crossbeam 22 by corner brace 221, bolt or screw, on the space that wall 3 is reserved
Door-plate and window are installed.
8. junction arrangement setting water lines and electric wire between the wall 3 and column 21, and in the completed in institute
State the junction installation cover board between wall 3 and column 21.
Claims (10)
1. a kind of aluminum profile Beam-post Frame Structure, including substrate（1）Be based on the substrate（1）Aluminum alloy frame made of construction
（2）, it is characterised in that：The substrate（1）Including the cement ground pile by being partially embedded in underground（111）Branch made of being spaced apart
Support part（11）, by several connect two cement ground piles（111）Reinforcing beam（121）The conformable frame constituted（12）, and
Setting in length and breadth is in the conformable frame（12）Strut beam in gap（131）The pressure-bearing grate constituted（13）, the pressure-bearing
Beam（131）Vertical extension be greater than twice of horizontal breadth, the pressure-bearing grate（13）On be equipped with backing plate（14）；Described in installation
Cement ground pile（111）When, it first digs a well on the ground, the depth of well is mutually fitted with diameter with the size of cement ground pile computed in advance
Match, then place reinforcing bar into the well accomplished fluently, finally to the inside casting cement concrete, so that cement floor forming pile, cement ground pile
（111）The part on protrusion ground makes its sizing by the way that fence is arranged in advance in well head；The aluminum alloy frame（2）By vertically setting
The column set（21）Be horizontally installed on two columns（21）Between crossbeam（22）It constitutes, the column（21）Setting exists
The backing plate（14）It is upper to correspond to the cement ground pile（111）Position on.
2. a kind of aluminum profile Beam-post Frame Structure according to claim 1, it is characterised in that：The column（21）For inside
Hollow aluminium alloy cylinder, the column（21）Side wall on offer vertical fixing piece card slot（211）, the fixing piece card
Slot（211）To install wall for being clamped（3）Or crossbeam（22）Fixing piece.
3. a kind of aluminum profile Beam-post Frame Structure according to claim 2, it is characterised in that：The column（21）Inner wall
Upper interval is provided with several reinforcing fins being vertically distributed（212）.
4. a kind of aluminum profile Beam-post Frame Structure according to claim 2 or 3, it is characterised in that：The crossbeam（22）With
The column（21）Fixing piece be corner brace（221）, the corner brace（221）By screw or bolt by the crossbeam（22）And institute
State column（21）Joint.
5. a kind of aluminum profile Beam-post Frame Structure according to claim 4, it is characterised in that：Several are in same level
The crossbeam in face（22）It is connected to two adjacent columns（21）Middle part between, formed layered framework, the layering
The blank space interval of frame is provided with several supporting beams（23）；The layered framework and the supporting beam（23）It is formed by flat
Face is by the aluminum alloy frame（2）It is divided into upper layer and lower layer.
6. a kind of aluminum profile Beam-post Frame Structure according to claim 5, it is characterised in that：The crossbeam（22）Upper interval
Be provided with positioning protrusion（222）, the supporting beam（23）Offer the locating slot that Open Side Down（231）, the locating slot
（231）Opening width and the positioning protrusion（222）Width be adapted.
7. a kind of aluminum profile Beam-post Frame Structure according to claim 5 or 6, it is characterised in that：The supporting beam（23）
On be equipped with the support rod perpendicular with its extending direction（24）.
8. a kind of aluminum profile Beam-post Frame Structure according to claim 1, it is characterised in that：The support portion（11）Periphery
The cement ground pile of one circle（111）Constitute regular polygon.
9. a kind of aluminum profile Beam-post Frame Structure according to claim 8, it is characterised in that：The support portion（11）Periphery
The cement ground pile of one circle（111）There are five at least.
10. a kind of aluminum profile Beam-post Frame Structure according to claim 1, it is characterised in that：The aluminum alloy frame（2）
Top be provided with lambdoid roof（4）, the roof（4）Including top beam made of aluminium alloy（41）, be distributed in the top
Beam（41）The lower section of two sides and with the top beam（41）Two parallel bottom beams（42）, the connection top beam（41）With the bottom
Beam（42）The cant beam of adjacent end portion（43）And two bottom beams of connection（42）The flat tube of adjacent end portion（44）.
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 CN106121036A (en) | 2016-11-16 |
| CN106121036B true 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) |
Families Citing this family (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108708454B (en) * | 2018-08-28 | 2023-08-15 | 艾族阳光房门窗(佛山)有限公司 | Assembled sunshine room |
| 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 |
Citations (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| 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 |
Family Cites Families (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| DE2708406A1 (en) * | 1977-02-26 | 1978-08-31 | Dynamit Nobel Ag | CLEARANCE OF SILICON-CARBON BONDINGS USING HALOGEN HYDROGEN |
| 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 |
| 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 |
| CN105089149B (en) * | 2015-09-06 | 2017-08-04 | 广东铝遊家科技有限公司 | The edge-on plane system in aluminium 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 (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| 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 |
Also Published As
| Publication number | Publication date |
|---|---|
| CN106121036A (en) | 2016-11-16 |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN106121036B (en) | A kind of aluminum profile Beam-post Frame Structure | |
| CN105937278B (en) | A kind of assembly concrete frame wall filled with masonry system and its construction method | |
| CN203834682U (en) | Exposed type column base with shear key | |
| CN102071815A (en) | Wall with tie steel mesh structure | |
| CN110700436A (en) | Energy-consuming type connecting node for hanging steel column and mounting method thereof | |
| CN106193294B (en) | A kind of aluminium room | |
| CN206110315U (en) | Aluminium alloy beam column frame construction | |
| CN206090828U (en) | Aluminium room | |
| CN106284641B (en) | A kind of method of construction in aluminium room | |
| CN206289739U (en) | A kind of energy-conservation steel construction unit and steel structures coating | |
| CN210263610U (en) | Prefabricated wallboard structure keeps warm | |
| CN204139367U (en) | A kind of insulation, structure-integrated body of wall | |
| CN216239462U (en) | High anti-seismic single-keel stone dry-hanging system | |
| CN213038567U (en) | Fabricated steel structure anti-theft sound-insulation heat-insulation fireproof earthquake-resistant building | |
| CN210713349U (en) | Building wall and connecting plate thereof based on bim | |
| CN107217585A (en) | Compound cross-section combined column pier | |
| CN206722402U (en) | Waterproofing for basement moulding wall formwork erecting structure | |
| CN105926852A (en) | H-shaped steel structural column provided with base for dwelling houses and alloy material for manufacturing same | |
| CN206693393U (en) | A kind of new type bone posture membrane structure storage space | |
| CN206784733U (en) | Bottom steel pipe column for assembled architecture | |
| CN111502328A (en) | Brick-wrapped city wall site anchoring structure based on EBTP anchor rod | |
| CN212427907U (en) | Artificial stone plate wall keel mounting reinforcing structure | |
| CN213329811U (en) | Installation reinforcing structure for artificial stone plate reticular keel | |
| CN215670047U (en) | Assembled building of plate structure | |
| CN218323331U (en) | Prefabricated side fascia of assembly type structure |
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 |