CN105297886B - Lightweight steel structure building frame system - Google Patents
Lightweight steel structure building frame system Download PDFInfo
- Publication number
- CN105297886B CN105297886B CN201410327125.5A CN201410327125A CN105297886B CN 105297886 B CN105297886 B CN 105297886B CN 201410327125 A CN201410327125 A CN 201410327125A CN 105297886 B CN105297886 B CN 105297886B
- Authority
- CN
- China
- Prior art keywords
- column
- steel
- stomach wall
- hole
- collar tie
- 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
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
- 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
- E04B1/38—Connections for building structures in general
- E04B1/58—Connections for building structures in general of bar-shaped building elements
Abstract
The invention discloses a lightweight steel structure building frame system. The lightweight steel structure building frame system comprises steel ground beams, steel beam columns, transverse ring beams, steel floor beams and roof beams, wherein the steel beam columns are vertically arranged on the steel ground beams; the transverse ring beams are fixedly connected with the steel beam columns; the steel floor beams are placed on the ring beams and are fixedly connected with the steel beam columns; the roof beams are arranged on a roof and are fixedly connected with the steel beam columns; and respective connection portions of the steel ground beams, the steel beam columns, the ring beams and the steel floor beams are subjected to punch forming at one step according to certain modulus spacing. Various lightweight steel members which are produced in a standardizing and modularizing mode can be connected to one another together quickly and conveniently, during mounting, the lightweight steel structure building frame system can be positioned and fixed rapidly, ranging and location procedures of the steel beam columns and the like of an existing steel structure building are greatly reduced during mounting, construction materials are saved, construction efficiency is greatly improved, and construction cost is reduced obviously.
Description
Technical field
The invention belongs to construction steel structure field, more particularly to a kind of light-weight structure residence frame system.
Background technology
Existing civil buildings mainly use two kinds of structure types of reinforced cement concrete frame structure and steel construction.
Traditional reinforced cement concrete frame structure building is the building type of domestic most main flow, and its working procedure is various
Complexity, efficiency of construction is low, and especially it applies man-hour requirement assembly and disassembly template, both reduces efficiency of construction, also provides and is constructed into
This；And, material usage is more, from great, consumptive material power consumption.
Steel building common at present largely applies to industrial factory building, and its installation method is generally adopted international standards
Hot rolling steel profile, by the Combination of Methods such as welding or bolt fixation into structural framing, laying reinforced concrete floor and wall in framework
Building enclosure, it builds simple and efficient with respect to reinforced concrete structure, and the duration is shorter, but yet there is material cost simultaneously
Height, processed complex, integrated mill is needed to process and the shortcomings of live large lifting equipment is lifted, wall is generally spelled using prefabricated panel
Dress, has that expansion and contraction is different from steel structure frame, easily ftractures and causes seepage problem even wall to collapse pendant
The human safety issues such as fall.
Light weight steel structure combines integral rib steel reinforced bearing structure using light gauge cold-formed steel shape material, and letter is processed with steel
Just the advantages of, dead load is small, anti-seismic performance is good, also there is wind resistance torsional property simultaneously poor, steel easy-to-rust, durability degree bottom etc.
Shortcoming.If energy combined cast-in-situ light-weight water-proof concrete technology, steel are wrapped up by light-weight water-proof concrete, then steel can be greatly improved
Its corrosion time limit, the comprehensive moistureproof and waterproof energy-conservation of building can be also greatly prolonged after the antitorque shear behavior of material, with the isolation of air water
Effect is substantially improved.But traditional light steel construction frequently with real abdomen C-type steel material cut as needed by factory or scene, advise
Lattice size is various, and each component must distinguish ranging localization installation, and method is more original, and processing and installation effectiveness are relatively low, installs random
Property is larger, is unfavorable for normalized construction and quality control.Also, real abdomen C-type steel material is unfavorable for the flowing of light-weight water-proof concrete
Insertion, makes it to be frozen into an entirety and effect on driving birds is not good.
The content of the invention
The technical problems to be solved by the invention are, there is provided the novel light-steel that a kind of installation effectiveness is high, construction cost is low
Structure house frame system.
The purpose of the present invention, also resides in offer one kind and is easy to lightweight concrete to pour, flows insertion beneficial to lightweight concrete
Light-weight structure residence frame system.
A kind of light-weight structure residence frame system of the present invention, including steel grade beam, vertically located at the beam-column of the steel grade beam,
The collar tie beam of the horizontally set being fixedly connected with the beam-column, is positioned over the collar tie beam top and is fixedly connected with the beam-column
Steel floor beam, located at roof and the roof beam that is fixedly connected with the beam-column；The steel grade beam, beam-column, collar tie beam, steel building
The respective connecting portion of layer beam is one time punching molded by certain modularization spacing.
Preferably, the steel grade beam includes stomach wall and side wall, and the stomach wall inwall is provided with for connecting determining for beam-column
Position deck, the positioning deck is made up of two pieces of projections be arrangeding in parallel, is left between two pieces of projections described for blocking
The gap of beam-column；The beam-column cross section is c-type, including stomach wall and side wall, the inside bending of exterior rim of the side wall；Institute
The stomach wall middle part for stating beam-column offers the slot for being available for the collar tie beam to stretch into, and the slot is along the stomach wall length
The both sides inner edge in direction is respectively equipped with fixture block；The collar tie beam is square body, and collar tie beam upper and lower bottom surface middle part is provided with symmetrical the
One hole slot, is set along upper and lower bottom width direction, and the fixture block is connected together with first hole slot；The steel floor Liang Bao
Stomach wall and side wall are included, the steel floor beam side is put on the collar tie beam, and the abdomen for passing through its stomach wall position and the beam-column
Wall is fixedly connected.Roof beam may be selected to use steel floor beam or beam-column according to load and span, it is not necessary to individually special in addition,
Roof beam is edge-on to be placed on the collar tie beam of the superiors, and is fixedly connected with the stomach wall outer surface of beam-column.The positioning deck, C
The slot of steel pier stomach wall, the first hole slot are one time punching molded by certain modulus spacing.Preferably, the steel ground
Beam, beam-column, collar tie beam, steel floor soffit of girder wall and/or side wall are provided with the segmentation datum line for indicating the modulus spacing.
The present invention can quickly and easily be spelled by each lightweight steel component that standardization, modularization are produced and is connected together, and form one
Individual overall steel structure frame.Steel grade beam stomach wall has positioning deck, and beam-column can quickly be positioned and clamping on steel grade beam；Steel
Beam column stomach wall has slot, and collar tie beam can easily stretch into the slot of beam-column and be fixed on one with beam-column；
Steel floor beam easily can be positioned on collar tie beam, and is fixed with beam-column；Roof beam can simply be positioned over the superiors
Collar tie beam, and fixed with beam-column.Through the above way, each steel member can easily be combined in one, the company of each lightweight steel component
Socket part position, such as positioning deck, the slot of C-type steel beam column, first hole slot of collar tie beam of steel grade beam etc. are in each light steel
It is one time punching molded according to certain modularization spacing on component, so that when above-mentioned steel construction general frame is installed, can be with non-
Often promptly position and fixed, greatly reduce the ranging localization operation of existing steel building beam-column etc. when mounted, it is non-
Efficiency of construction is often significantly provided, time-consuming greatly reducing is built.Installed by the lightweight steel component of standardization, modularization,
Also construction material is greatlyd save, construction cost is significantly reduced.Additionally, for the ease of workman according to live bonding state by each steel
Component is divided into the length of standard, above-mentioned steel grade beam, beam-column, collar tie beam, the stomach wall of steel floor beam and/or side wall be additionally provided with for
The segmentation datum line of the modulus spacing is indicated, such that it is able to further improve installation effectiveness.
At the same time, the slot of beam-column can be also used for anti-as lightweight in addition to for installing fixed collar tie beam
Water coagulation soil pours mouth, and beneficial to the flowing insertion of light-weight water-proof concrete, is conducive to making it be frozen into an entirety.
Preferably, bottom surface is further opened with being located at some second holes at middle part, the stomach wall middle part of steel floor beam on collar tie beam
Also be provided with some 3rd holes, by the slot of beam-column, the second hole of collar tie beam, steel floor beam the 3rd hole,
When cast-type wall, flooring are constructed, it is easy to the circulation of concrete, concrete is filled in each component inside, it is ensured that concrete is poured
Reliability is built, while greatly enhancing the resistant to rust ability of each component；Additionally, these cavities can be passed through with water heating, electric line,
Without separately setting spool layer, spool is easy for installation；And can make wall and flooring biography it is cold, heat transfer and acoustic path increase, improve wall
Body and flooring every cold, heat-insulated and soundproof effect.The 3rd hole is set in steel floor soffit of girder wall, when steel floor beam is subject to come from building
During the vertical external force of plate, the 3rd hole can disperse vertical external force along the 3rd hole both sides, effectively weaken steel floor beam by outer
Vibration after power；Component own wt can also be mitigated simultaneously, so as to mitigate the pressure to C-type steel beam column, material-saving and into
This.
Brief description of the drawings
Technical scheme in order to illustrate more clearly the embodiments of the present invention, will simply be situated between to the accompanying drawing of embodiment below
Continue.
Fig. 1 is a kind of schematic perspective view of light-weight structure residence frame system embodiment of the invention；
Fig. 2 is the structural representation of steel grade beam in one embodiment of the invention；
Fig. 3 is the assembling schematic diagram of steel grade beam and beam-column in embodiment illustrated in fig. 2；
Fig. 4 is the structural representation of C-type steel beam column in one embodiment of the invention.
Fig. 5 is the structural representation of one embodiment of the invention Girth.
Fig. 6 is the assembling schematic diagram of C-type steel beam column and collar tie beam in one embodiment of the invention.
Fig. 7 is C-type steel beam column and collar tie beam, the assembling schematic diagram of steel floor beam in one embodiment of the invention.
Fig. 8 is the structural representation of steel floor beam in one embodiment of the invention.
Fig. 9 is the overall schematic of roof beam in one embodiment of the invention.
Figure 10 is roof beam and beam-column, the assembling schematic diagram of the superiors' collar tie beam in Fig. 9.
Figure 11 is the assembling schematic diagram of C-type steel beam column and wallboard suspension member in one embodiment of the invention.
Figure 12 is the structural representation of embodiment illustrated in fig. 11 deadlight suspension member.
Specific embodiment
Specific embodiment of the invention is further described below in conjunction with the accompanying drawings.
As shown in figure 1, Fig. 1 shows that a kind of overall structure of light-weight structure residence frame system embodiment of the invention is illustrated
Figure, the embodiment of the present invention is used to rapidly build the frame system of a light steel house structure, by the frame system built
Each lightweight steel component inside and outside mounting plate material, and pour light-weight water-proof coagulation in the confined space that sheet material and lightweight steel component are formed
Soil, that is, build up a light-weight structure residence.
A kind of light-weight structure residence frame system embodiment of the present invention, including steel grade beam 11, vertically located at the steel grade beam
11 beam-column 12, the collar tie beam 13 of the horizontally set being fixedly connected with the beam-column 12 is positioned over the top of the collar tie beam 13 simultaneously
The steel floor beam 14 being fixedly connected with the beam-column 12, located at roof and the roof beam 15 that is fixedly connected with the beam-column；
The steel grade beam 11, beam-column 12, collar tie beam 13, the respective connecting portion of steel floor beam 14 press certain modularization spacing once
Punch forming.
Specifically, in the embodiment shown in fig. 1, the steel grade beam 11 includes stomach wall 111 and side wall 112, the stomach wall
111 inwalls are provided with the positioning deck 113 for connecting beam-column 12, the positioning deck 113 by two pieces be arranged in parallel it is convex
Block 1131 is constituted, and the gap for blocking the beam-column is left between two pieces of projections 1131；The beam-column 12 is transversal
Face is c-type, including stomach wall 121 and side wall 122, the inside bending of exterior rim of the side wall 122；The stomach wall of the C-type steel beam column
121 middle parts offer the slot 123 for being available for the collar tie beam 13 to stretch into, and the slot 123 is along the stomach wall length side
To both sides inner edge be respectively equipped with fixture block 124；The collar tie beam 13 is square body, and the upper and lower bottom surface of collar tie beam 13 middle part is provided with relative
The first hole slot 131 for claiming, is set along upper and lower bottom width direction, and the fixture block 124 is connected together with first hole slot 131；
The steel floor beam 14 includes stomach wall 141 and side wall 142, and the side of steel floor beam 14 is put on the collar tie beam 13, and is passed through
Its position of stomach wall 131 is fixedly connected with the stomach wall 121 of the C-type steel beam column 12.Roof beam 15 may be selected according to load and span
Use steel floor beam 14 or beam-column 12, it is not necessary in addition individually special, the edge-on collar tie beam 13 placed in the superiors of roof beam 15
On, and be fixedly connected with the stomach wall outer surface of beam-column 12.When building is pinnacle shape, roof beam 15 is edge-on oblique to be positioned over
The collar tie beam 13 of the superiors, and the oblique roof beam in building both sides docks fixation in pinnacle ridge；When building is flat-top
During shape, the edge-on collar tie beam 13 for being placed horizontally in the superiors of roof beam 15.
In the above-described embodiments, the positioning deck 113, the slot 123 of C-type steel beam column stomach wall, the first hole slot 131
It is one time punching molded by certain modulus spacing.Preferably, the steel grade beam 11, beam-column 12, collar tie beam 13, the abdomen of steel floor beam 14
Wall and/or side wall are provided with the segmentation datum line for indicating the modulus spacing.
The present invention can quickly and easily be spelled by each lightweight steel component that standardization, modularization are produced and is connected together, and form one
Individual overall steel structure frame.The stomach wall of steel grade beam 11 has positioning deck 113, and beam-column 12 can quickly be positioned on steel grade beam 11
And clamping；The stomach wall of beam-column 12 has slot 123, and collar tie beam 13 can easily stretch into the slot 123 of beam-column 12
And it is fixed on one with beam-column；Steel floor beam 14 can be easily positioned on collar tie beam 13, and is fixed with beam-column 12；Room
Back timber 15 can simply be positioned over the collar tie beam 13 of the superiors, and be fixed with beam-column 12.Through the above way, each steel member can be with
Easily it is combined in one, the positioning deck 113 of the connecting portion of each lightweight steel component, such as steel grade beam 11, C-type steel beam column 12
Slot 123, first hole slot 131 of collar tie beam 13 etc. are once rushed on each lightweight steel component according to certain modularization spacing
It is molded, so as to when above-mentioned steel construction general frame is installed, can very rapidly position and fix, greatly reduce existing
The ranging localization operation of steel building beam-column etc. when mounted, very significantly there is provided efficiency of construction, builds time-consuming big
It is big to reduce.Installed by the lightweight steel component of standardization, modularization, also greatlyd save construction material, construction cost is notable
Reduce.Additionally, each steel member is divided into the length of standard for the ease of workman according to live bonding state, above-mentioned steel grade beam
11st, beam-column 12, collar tie beam 13, the stomach wall of steel floor beam 14 and/or side wall are additionally provided with the segmentation for indicating the modulus spacing
Datum line, such that it is able to further improve installation effectiveness.
At the same time, the slot 123 of beam-column 12 can be also used for conduct in addition to for installing fixed collar tie beam 13
Light-weight water-proof concrete pours mouth, and beneficial to the flowing insertion of light-weight water-proof concrete, is conducive to making it be frozen into one
It is overall.
Fig. 2 is the structural representation of the steel grade beam 11 of embodiment illustrated in fig. 1, can be more clearly visible that from figure, and this is light
The steel grade beam of steel house includes stomach wall 111 and side wall 112, it is preferred that its U-shaped profile, wherein, the inwall of the stomach wall 111
The upper positioning deck 113 for being used to connect beam-column 12, the positioning deck 113 is preferably the left and right on the inwall of the stomach wall 111
Symmetrically, it is described positioning deck 113 be made up of two pieces of projections 1131 be arrangeding in parallel, left between two pieces of projections 1131 for
Block the gap of main beam-column 12.As shown in figure 3, during specific implementation, the gap is consistent with the thickness of abdominal wall of beam-column 12, U-shaped steel ground
Beam 11 is connected by positioning deck 113 with the vertical beam-column 12 placed such that it is able to which realization is entered to beam-column 12
Row is quick to be positioned and interim fixed, greatly reduces ranging localization operation when installing beam-column 12.
More preferably, the two side 112 of steel grade beam 11 is provided with some mutually symmetrical the first mounting holes passed through for bolt
115, first mounting hole is used to carry out bolt connection with the beam-column 12 after positioning, accordingly, on the side wall 122 of beam-column 12
Also the 3rd mounting hole 127, is detailed below it.In embodiment, by the first mounting hole 115 on side wall 112, positioning can be made
Beam-column 12 afterwards is further fastened, quick and easy for installation and firm.
More preferably, the middle part of the stomach wall 111 is provided with the first hole 117, and in embodiment, first hole 117 can be for
Hot-water heating, electric line are passed through, and in cast-type wall construction, are easy to the circulation of concrete, while component itself weight can also be mitigated
Amount, material-saving.
More preferably, it is additionally provided with the stomach wall 111 of steel grade beam 11 symmetrical for connecting the elongated hole that ground is reserved
116, passed through in order to built-in fitting and fixed steel grade beam.
The positioning deck 113, the first mounting hole 115, elongated hole 116, the first hole 117 are by certain modulus m's
Spacing is one time punching molded, processes simple and fast, it is adaptable to industrial production.Preferably, the side wall 112 is respectively provided with finger
Show the segmentation datum line 118 of the modulus spacing, be divided into U-shaped steel ground beam according to live bonding state in order to workman
The length of standard, and then realize that modularization is installed, improve installation effectiveness.Can also be provided with for indicating mould on certain stomach wall 111
The segmentation datum line of number spacing.
As shown in figure 4, the cross section of the beam-column 12 is c-type, including stomach wall 121 and side wall 122, it is preferred that the side
The inside bending of exterior rim of wall 122, to greatly enhance the bending resistance of beam-column；The middle part of stomach wall 121 of the C-type steel beam column 12
Slot 123 is offered, the slot 123 is respectively equipped with fixture block along the both sides inner edge of the length direction of the stomach wall 121
124；Fixture block 124 is integrally formed or is fixedly connected with stomach wall 121, for example, can be advancing by leaps and bounds in the shaping of the inner edge of slot 123
The tip.Specifically, two fixture blocks 124 are mutually symmetrical and on the center line of the stomach wall 121, to ensure C-type steel beam column
12 uniform force, stability when improving overlap joint, prevents the generation of security hidden trouble.Shown in shown slot 123 is used for
Collar tie beam 13 shown in installing, the collar tie beam 13 may pass through the slot 123, and collar tie beam 13 is provided with the first hole slot 131, institute
State fixture block 124 to snap in wherein so that collar tie beam 13 and beam-column 12 are formed and snapped connection, and it is discussed further below.
Further, the stomach wall 121 of the C-type steel beam column 12 offers some the second mounting holes for being available for bolt to pass through
124, second mounting hole be used for the bolt connection of steel floor beam 14, accordingly, the belly of steel floor beam 14 is provided with and institute
Corresponding 4th mounting hole 144 of the second mounting hole 124 is stated, it is discussed further below.
Further, the width of stomach wall 121 of the C-type steel beam column 12 is respectively provided on two sides with for installing wallboard suspension member
16 the second symmetrical hole slot 126, second hole slot is prolate shape hole, is set along the length direction of the stomach wall 121, described the
Two hole slots 126 are preferably placed at stomach wall both sides between adjacent two slot 124 close to edge.During specific implementation, inner-outer wall
Plate can quickly be positioned and be fixed on C-type steel beam column 12 by suspension member, greatly improve installation efficiency；In cast-type wall construction
When, elongated hole can provide more powerful pulling force compared to bolt for suspension member and inside and outside wall board, wallboard is replaced template, remove branch from
The work of form removal, has saved substantial amounts of labour and material.
Further, the side wall 122 of the C-type steel beam column 12 is provided with some the 3rd peaces for being connected with steel grade beam
Dress hole 127, the 3rd mounting hole 127 is i.e. as described above to be used to form bolt connection with first mounting hole 115 of steel grade beam 11.
After C-type steel beam column 12 is located at into the positioning deck 113 of the steel grade beam 11 vertically, the 3rd peace on the C-type steel beam column 12
Dress hole 127 can be corresponding with the first mounting hole on steel grade beam 11, so as to carry out bolt connection.
During specific implementation, by the 3rd mounting hole 127 and the second mounting hole of stomach wall 121 on C-type steel beam column side wall 122
125, the steel grade beam after positioning, steel floor beam, suspension member etc. can be made further to be fastened, it is ensured that whole steel structure of housing system
Stability.
More preferably, the slot 123, the second mounting hole 125, the second hole slot 126, the 3rd mounting hole 127 press one
The spacing of fixed modulus m is one time punching molded, process simple and fast, it is adaptable to industrial production, at the same make story height, door and window with
And wallboard size implementation specification, beam-column component 12 can also be adjusted by the multiple of modulus, with very strong flexibility.More preferably
, the stomach wall 121 and side wall 122 are respectively provided with the segmentation datum line 118 for indicating the modulus spacing, in order to workman
Beam-column is divided into the length of standard according to live bonding state, installation effectiveness is further improved.
More preferably, as shown in figure 4, the surface rolling of stomach wall 121 of the beam-column 12 has the reinforcement region being inwardly recessed
128, so as to effectively improve the structural strength of beam-column 12.It should be noted that it is from stomach wall that reinforcement region 128 is inwardly recessed
For from the point of view of 121 outer surface inner surface, the angle of the inner space surrounded from stomach wall 121 and two side 122
See, then reinforcement region 128 is inwardly protruding.Further, the reinforcement region 128 of the beam-column 12 is in stomach wall length side
To between the second symmetrical hole slot 126 of adjacent two slot 123, width, and slot 123 is wide with stomach wall 121
Continuous punch forming between degree direction both side edges, so that continuously reinforcement region is formed, more effectively to increase girder steel
The rigidity of post 12, and cause that reinforcement region 128 both includes transverse part 1281, and longitudinal direction portion 1282, it is horizontal with reinforced steel beam and girder post
To and longitudinal strength, effectively improve the impact resistance of beam-column.The reinforcement embossing of beam-column 12 is preferably once rolled into
Type, its production efficiency is high, can be produced in enormous quantities.
As shown in figure 5, the light steel that the collar tie beam 13 is the cross section being made up of upper and lower bottom surface and left and right side to be square
Body；The upper and lower bottom surface middle part is equipped with the first hole slot 131, and first hole slot 131 is prolate shape hole, along described upper and lower
Bottom width direction is set, and first hole slot 131 is to be used for the shape of fixture block 124 with the stomach wall of the beam-column 12 as noted earlier
Into snapping connection.As shown in fig. 6, during assembling, by the slot 123 on C-type steel beam column stomach wall 121, collar tie beam 13 can pass through C
Steel pier 12, and be connected together using the first hole slot 131 corresponding with collar tie beam of fixture block 124, can realize entering collar tie beam 13
Row is quick to be positioned and fixed, greatly reduces ranging localization operation when installing C-type steel beam column 12, collar tie beam 13 or even steel floor beam 14
Height can fast and accurately determine that two-layer above building is without C-type steel beam column 12 be disconnected, it is to avoid caused after disconnecting
Cross the not enough phenomenon of the mechanical property of connecting portion.
More preferably, the upper and lower bottom surface of the collar tie beam 13 is further opened with being located at second hole 132 at middle part, second hole
132 can facilitate concrete to flow into component inside, greatly enhance the resistant to rust ability of component.More preferably, the collar tie beam 13 is upper and lower
The 3rd hole slot 133 is additionally provided with the both sides of the edge of second hole 132 of bottom surface, the 3rd hole slot 133 is prolate shape hole, along described
Upper and lower sole length direction is set.3rd hole slot 133 can be used to connect special corner brace, have collar tie beam 13 very strong general
Property, the functions such as floor beam, carling's door and window, door and window joist, simple wall column can be served as and used.For example, when collar tie beam 13 is made
When being arranged on horizontal girder steel element for simple wall uprights vertical, collar tie beam can be carried out by the 3rd hole slot 133 and special corner brace
It is quick to position and interim fixed, collar tie beam 13 such as need to be further fastened, only corresponding bolt need to be installed on horizontal girder steel element i.e.
Can, without installation bolt on collar tie beam, installation efficiency is greatly improved, it is, of course, also possible to connect mode in horizontal girder steel using welding, willow
Fastened on component.
More preferably, on collar tie beam 13 the first hole slot 131, the second hole 132, the 3rd hole slot 133 is by between certain modulus
Away from one time punching molded, to be preferably connected with beam-column 12 and the assembly of other corresponding components.
As shown in fig. 7, the steel floor beam 14 includes stomach wall 141 and side wall 142, steel floor beam 14 is edge-on be positioned over it is described
On collar tie beam 13, and it is fixedly connected with the stomach wall 142 of beam-column 12 by its position of stomach wall 141.
Fig. 8 show further the structural representation of steel floor beam 14, and the stomach wall 141 of the steel floor beam 14 is provided with some
Group is respectively arranged at the 4th mounting hole 144 of the middle part of stomach wall 141 and the two side areas of stomach wall 141.4th mounting hole 144 is used
In with the stomach wall of beam-column as described above 12 on the bolt connection of the second mounting hole 125.During specific implementation, when C-type steel beam column 12
After being fixedly connected with collar tie beam 13, steel floor beam 14 is overlapped between two collar tie beams 13, i.e., on the collar tie beam 13 behind fixed position
Edge-on steel floor beam 14 is placed by side, so as to by the stomach wall 141 of steel floor beam 14 is by being attached on the stomach wall 121 of C-type steel beam column 12 and carries out
Positioning, the lengthwise position of Mobile steel floor beam 14 makes the 4th mounting hole 144 corresponding with the second mounting hole 125, is connected with i.e.
Can.So, it is connected by screw bolts mode, it is to avoid erecting bed power supply causes the invisible safety hidden during using Site Welding mode
Suffer from, while improve installation rate.
Additionally, as shown in figure 8, the stomach wall middle part of the steel floor beam 14 is additionally provided with some 3rd holes 143, the stomach wall
3rd mounting hole 143 at middle part 141 is located at region between the 3rd hole 143 adjacent two-by-two.3rd hole 143 sets
It is calculated as square, naturally it is also possible to be other arbitrary shapes such as triangle, rhombus, trapezoidal, when steel floor beam is subject to from floor
During vertical external force, the 3rd hole 143 disperses vertical external force along the both sides of the 3rd hole 143, and can effectively weaken steel floor beam
14 by trembleing after external force；Component own wt can also be mitigated simultaneously, so as to mitigate the pressure to C-type steel beam column 12, saved
Material and cost.In fig. 8, area between adjacent the 3rd hole 143 of each two on the stomach wall 141 of steel floor beam 14
Domain both sides are additionally provided with symmetrical hole clipping 145, and the hole clipping can be used to quickly connect keel, improve the flexible of the application of steel floor beam 14
Property.
Also, it should be noted that slot 123, the 3rd hole of steel floor beam 14 that the present invention passes through C-type steel beam column 12
Hole 143, the second hole 132 of collar tie beam 13, can be passed through with water heating, electric line, and spool layer is set without another, and spool is easy for installation,
When cast-type wall, flooring are constructed, the circulation of concrete is also convenient for, concrete is filled in each component inside, it is ensured that coagulation
Soil pours reliability, while greatly enhancing the resistant to rust ability of each component；Additionally, slot 123, the 3rd hole 143,
Two holes 132 can increase the cold biography of wall and flooring, heat transfer and acoustic path, improve wall and flooring every cold, heat-insulated and
Soundproof effect.
More preferably, on the stomach wall 141 of the steel floor beam 14 the 3rd hole 143, the 4th mounting hole 144, hole clipping 145 are equal
It is one time punching molded by certain modulus spacing m, simple and fast is processed, it is adaptable to industrial production, while realizing floor size
Normalization, steel floor beam can also be adjusted by the multiple of modulus, with very strong flexibility.Preferably, the abdomen of steel floor beam 14
Wall 141 is provided with the segmentation datum line 147 for indicating the modulus spacing, is divided beam-column according to field condition in order to workman
The length of standard is cut into, installation effectiveness is further improved.Certainly, segmentation base can also be set on the side wall 142 of steel floor beam 14
Directrix.
More preferably, as shown in figure 8, the abdominal wall surface of the steel floor beam 14 is suppressed as the abdominal wall surface of beam-column 12
There is the reinforcement region 146 being inwardly recessed, so as to effectively improve the structural strength of steel floor beam 14.It should be noted that strengthening
Muscle region 146 be inwardly recessed be from from the point of view of the outer surface inner surface of belly 141 for, from stomach wall 141 and both sides side
From the point of view of the inner space that wall 142 is surrounded, then reinforcement region 146 is internally raised.The reinforcement region 146 is excellent
Choosing includes cross reinforcing 1461 and waling 1462, and forms continuously " well " font reinforcement region, described
3rd hole 143 at the middle part of stomach wall 141 is preferably placed in reinforcement region 146, and the 4th mounting hole 144, hole clipping 145 are respectively positioned on
Outside reinforcement region 146.The 3rd hole 143 in reinforcement region 146 is further conducive to vertical external force along the 3rd
The both sides of hole 143 disperse, so as to more effectively weaken steel floor beam 14 by trembleing after external force.Added by cross reinforcing and longitudinal direction
The reinforcement region 146 of strong muscle composition can strengthen the horizontal and vertical intensity of steel floor beam i.e. rigidity, effectively improve steel floor
The bearing capacity and impact resistance of beam, further weaken steel floor beam by trembleing after external force.Preferably, steel floor beam 4
It is that, by a roll-forming, its production efficiency is high, can be produced in enormous quantities to strengthen embossing.
In an embodiment of the present invention, set on steel grade beam 11 for the positioning deck 113, steel that is connected with beam-column 12
On beam column 12 set for block collar tie beam 13 be provided with the slot 123 of fixture block 124, beam-column 12 set for
Steel floor beam bolt connection the second mounting hole 125, the second hole slot 126 for mounting suspension member, on collar tie beam 13 for steel
On first hole slot 131 of the clamping of fixture block 124 on beam column 12, steel floor beam 14 for the second mounting hole with beam-column 12
125 bolted 4th mounting holes 144 are one time punching molded according to certain modulus spacing, and the processing of each component is simple fast
Victory, while whole light steel house structural framing system implementation specification, standardization, can promptly install and splice in one, shape
Integral framework, significantly improves the integral construction efficiency of lightweight steel construction frame system.Also, steel grade beam 11, beam-column 12,
The stomach wall or side wall of collar tie beam 13 and steel floor beam 14 are each provided with the segmentation datum line for indicating modulus spacing, and workman can be
Very easily positioning distance measuring during installation, efficiency of construction is significantly improved.
In embodiments of the present invention, according to load and span, may be selected to be used as room using steel floor beam or beam-column
Back timber, without the structure of individually special design roof beam, construction cost is low.As shown in Figure 9, Figure 10, in this embodiment, room
Back timber 15 uses the structure of steel floor beam, certainly, in other embodiments, it would however also be possible to employ the structure of steel column.It is real shown in Fig. 9
The fabric structure of example is applied, its roof is pinnacle shape, and the edge-on oblique collar tie beam 13 for being positioned over the superiors of roof beam 15 will roof
The side wall 151 of beam 15 is positioned over collar tie beam 13, meanwhile, the outer surface of stomach wall 151 and the stomach wall 121 of beam-column 12 of roof beam 15 are adjacent to,
And the mounting hole by the stomach wall of roof beam 15 is fastened with the mounting hole of the stomach wall of beam-column 12 with bolt.The oblique room in building both sides
Back timber 15 is docked in pinnacle ridge to be fixed.Preferably, two steel floor beams are leaned against with stomach wall and is fixed on one, then can be used
It is used as purlin 153 in ridge lower section is connected to.The convenience quick for installation of roof beam, and using steel floor beam or beam-column come
Take on, with extraordinary strength and stability.
Preferably, as shown in figure 11, C-type steel beam column width is respectively provided on two sides with the wallboard for installing inside and outside sheet material
Suspension member 16.Specifically, the inside and outside wallboard of building is fixedly connected by wallboard suspension member 16 with the beam-column 12, such as Figure 12 institutes
Show, wallboard suspension member 16 includes the supporting plate 161 and the installing plate 162 for connecting beam-column 12 for overlapping wallboard；It is described to hold
Supporting plate 161 is provided with overhead gage 1611 and lower baffle plate 1612 towards one end of wallboard；End face of the supporting plate 161 away from wallboard
A gap 1613 is provided with to the side of beam-column 12, the installing plate 162 is vertically connected at the gap 1613 of the supporting plate 161
Edge, the installing plate 162 is provided with least one hanger 1623 towards the one side of beam-column 12.During specific implementation, such as Figure 10 institutes
Show, wallboard suspension member be buckled in corresponding second hole slot 126 of beam-column 12 by hanger 1623, just can realize interim fixation,
It is quick and easy for installation.
In order to suspension member is further fastened on beam-column 12, it is preferred that the installing plate 162 be additionally provided with it is some for
5th mounting hole 1622 of bolt connection.When the second hole slot 126 that wallboard suspension member is buckled into beam-column 12 by hanger 1623
Afterwards, the 5th mounting hole 1622 on wallboard suspension member 16 can correspond to the second mounting hole 125 of the stomach wall lateral edges of beam-column 12, so that
It is bolted and is further fastened.
In order to improve the matching property between the hole slot 126 of hanger 1623 and second, using the connected mode of multiple hangers 1623,
The gap error between the hole slot 126 of hanger 1623 and second can be reduced, it is to avoid the phenomenon of the outside side-sway of suspension member and loosening,
Preferably, the hanger 1623 is vertically provided with two；Simultaneously as the manufacturing process of component is additionally contemplates that, by hanger 1623
The edge of the installing plate 162 is arranged on, makes hanger and this body by integral forming of suspension member, low cost of manufacture, structural strength are high.
More preferably, the opposite side of the relatively described gap 1613 of the supporting plate 161 is triangular panels.Because suspension member is main
Bear, from wall pressure, more powerful impact resistance and bearing capacity can be provided for suspension member by the triangular panels.
More preferably, the surface of the supporting plate 161 is provided with reinforcement 1614, thus further strengthen suspension member intensity and just
Degree.
More preferably, the overhead gage 1611 is located at the supporting plate 161 towards the both sides of one end of wallboard, the lower baffle plate
1612 are located at the supporting plate 161 towards the centre of one end of wallboard.Certainly, the set location of overhead gage and lower baffle plate, can root
It is adjusted according to the bonding state of live wallboard, for example, overhead gage is located at supporting plate towards the centre of one end of wallboard, lower baffle plate
Positioned at supporting plate towards one end of wallboard both sides；Overhead gage is located at supporting plate towards the side of one end of wallboard, lower baffle plate position
In supporting plate towards one end of wallboard opposite side.
By inside and outside wall board suspension member 16 with mount with bolt lock be combined by way of, can make suspension member 16 quickly position and
It is fixed on beam-column 12, greatly improves installation efficiency；In cast-type wall construction, mounting is compared to bolt connection and welding energy
For suspension member and inside and outside wall board provide more powerful mechanical property, and its construction cost is low.
Each lightweight steel component that the present invention is produced by standardization, modularization, including steel grade beam, beam-column, collar tie beam, steel floor
Beam, roof beam, wallboard suspension member, each lightweight steel component can quickly and easily be spelled and is connected together, and form overall frame system, install effect
Rate is greatly improved, and is installed by the lightweight steel component of standardization, modularization, also greatlys save construction material, construction cost
Significantly reduce.Additionally, slot 123, the 3rd hole 143 of steel floor beam 14, circle that the embodiment of the present invention passes through beam-column
Second hole 132 of beam 13 etc., it can be not only used for the assembly between each component, such as collar tie beam and the assembly of beam-column, can supply water again
Warm, conduit is passed through, and spool is easy for installation, is more beneficial for when cast-type wall, flooring are constructed, the stream of light-weight water-proof concrete
Dynamic insertion so that concrete is filled inside each steel member, is frozen into a monolithic architecture thing for assured uniform stable strong.
When light-weight structure residence construction is carried out, first pass through the combination of each lightweight steel component, build to form lightweight steel construction framework
System, outside can just install inside and outside sheet material in each lightweight steel component afterwards, and the inner chamber surrounded in inside and outside sheet material
Internal cast-in-place light waterproof composite concrete, whole building wall, floor integrated are poured, and the building for forming stable strong is whole
Body.During cast-in-place, inside and outside sheet material undertakes the effect of template；And after integral cast-in-situ is completed, inside and outside sheet material is directly as table
Surface layer, without removing.Implement the embodiment of the present invention, installation effectiveness is high, construction timber is few, construction cost is low, is that one kind is worth pushing away
Wide novel energy-conserving nodal wood type light-weight structure residence frame system.
Above disclosed is only presently preferred embodiments of the present invention, can not limit the right of the present invention with this certainly
Scope, therefore the equivalent variations made according to scope of the present invention patent, still belong to the scope that the present invention is covered.
Claims (12)
1. a kind of light-weight structure residence frame system, the lightweight steel construction framework formed by lightweight steel component and inside and outside lightweight steel component
The sheet material composition of side, it is characterised in that：
The lightweight steel construction framework includes steel grade beam, vertically located at the beam-column of the steel grade beam, is fixed with the beam-column and connected
The collar tie beam of the horizontally set for connecing, is positioned over the collar tie beam top and the steel floor beam being fixedly connected with the beam-column, located at room
The roof beam for pushing up and being fixedly connected with the beam-column；
The steel grade beam, beam-column, collar tie beam, the respective connecting portion of steel floor beam are once struck out by certain modulus spacing
Type；
The steel grade beam includes stomach wall and side wall, and the stomach wall inwall is provided with the positioning deck for connecting beam-column, described
Positioning deck is made up of two pieces of projections be arrangeding in parallel, between being left between two pieces of projections for blocking the beam-column
Gap；
The beam-column cross section is c-type, including stomach wall and side wall, the stomach wall middle part of the beam-column offer and is available for the circle
The slot that beam is stretched into, the slot is respectively equipped with fixture block along the both sides inner edge of the stomach wall length direction；
The collar tie beam is square body, and the upper and lower bottom surface middle part of collar tie beam is provided with the first symmetrical hole slot, and first hole slot is flat
Elongated hole, is set along upper and lower bottom width direction, and the fixture block is connected together with first hole slot；
The steel floor beam includes stomach wall and side wall；The steel floor beam is edge-on to be put on the collar tie beam, and by its stomach wall
Position is fixedly connected with the stomach wall of the beam-column；
The positioning deck, the slot of beam-column stomach wall, the first hole slot of collar tie beam press certain punching press of modulus spacing
Shaping.
2. light-weight structure residence frame system as claimed in claim 1, it is characterised in that：
The steel grade beam, beam-column, collar tie beam, the stomach wall of steel floor beam and/or side wall are provided with for indicating the modulus spacing
Segmentation datum line.
3. light-weight structure residence frame system as claimed in claim 1, it is characterised in that：
The both sides side wall of the steel grade beam is additionally provided with some the first mounting holes for being available for bolt to pass through, and beam-column side wall is provided with
Some the 3rd mounting holes for being available for bolt to pass through, at least part of first mounting hole is installed with least part of described 3rd
Hole is corresponding with after beam-column connection in the steel grade beam；
The beam-column stomach wall is additionally provided with some the second mounting holes for being available for bolt to pass through, and the steel floor soffit of girder wall is provided with some
It is available for the 4th mounting hole that bolt is passed through, at least part of second mounting hole to exist with least part of 4th mounting hole
The beam-column is corresponding after being connected with the steel floor beam.
4. light-weight structure residence frame system as claimed in claim 1, it is characterised in that：
The stomach wall middle part of the steel grade beam is additionally provided with some first holes.
5. light-weight structure residence frame system as claimed in claim 1, it is characterised in that：
The inside bending of exterior rim of the side wall of the beam-column；The stomach wall width of the beam-column is respectively provided on two sides with available
In the second symmetrical hole slot for installing wallboard suspension member.
6. light-weight structure residence frame system as claimed in claim 1, it is characterised in that：
The upper bottom surface of the collar tie beam is further opened with being located at second hole at middle part.
7. light-weight structure residence frame system as claimed in claim 1, it is characterised in that：
The stomach wall middle part of the steel floor beam is additionally provided with some 3rd holes.
8. light-weight structure residence frame system as claimed in claim 7, it is characterised in that：
The stomach wall both sides of the steel floor beam are also arranged with hole clipping, and the hole clipping is located at area between the 3rd hole described in adjacent two
The both sides in domain.
9. light-weight structure residence frame system as claimed in claim 1, it is characterised in that：
The beam-column and the steel floor soffit of girder wall are respectively equipped with the reinforcement region that can strengthen respective horizontal and vertical intensity.
10. light-weight structure residence frame system as claimed in claim 5, it is characterised in that：
The beam-column is provided with wallboard suspension member, and the wallboard suspension member is included for overlapping the supporting plate of wallboard and for connecting steel
The installing plate of beam column；The supporting plate is provided with overhead gage and lower baffle plate towards one end of wallboard；The supporting plate is away from wallboard
One end is provided with a gap towards the side of beam-column, and the installing plate is vertically connected at the gap edge of the supporting plate, described
Installing plate is provided with least one and can buckle into the hanger of the second hole slot on the beam-column towards the one side of beam-column.
11. light-weight structure residence frame systems as claimed in claim 10, it is characterised in that：
The installing plate is additionally provided with some for bolted mounting hole, and the opposite side of the relatively described gap of the supporting plate is
Triangular panels, the support plate surface is provided with reinforcement region.
The 12. light-weight structure residence frame system as described in any one of claim 2 to 11, it is characterised in that：
The roof beam uses the steel floor beam or the beam-column.
Priority Applications (4)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201410327125.5A CN105297886B (en) | 2014-07-10 | 2014-07-10 | Lightweight steel structure building frame system |
| AU2015286054A AU2015286054A1 (en) | 2014-07-10 | 2015-07-09 | Lightweight steel structure residential framework system |
| BR112017000282A BR112017000282A2 (en) | 2014-07-10 | 2015-07-09 | light steel frame residential frame system |
| PCT/CN2015/083691 WO2016004887A1 (en) | 2014-07-10 | 2015-07-09 | Lightweight steel structure residential framework system |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201410327125.5A CN105297886B (en) | 2014-07-10 | 2014-07-10 | Lightweight steel structure building frame system |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN105297886A CN105297886A (en) | 2016-02-03 |
| CN105297886B true CN105297886B (en) | 2017-05-24 |
Family
ID=55063601
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201410327125.5A Expired - Fee Related CN105297886B (en) | 2014-07-10 | 2014-07-10 | Lightweight steel structure building frame system |
Country Status (4)
| Country | Link |
|---|---|
| CN (1) | CN105297886B (en) |
| AU (1) | AU2015286054A1 (en) |
| BR (1) | BR112017000282A2 (en) |
| WO (1) | WO2016004887A1 (en) |
Families Citing this family (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106480980A (en) * | 2016-06-08 | 2017-03-08 | 广东合力建造科技有限公司 | One kind is whole to pour formula peripheral structure and construction method |
| CN107268781A (en) * | 2017-06-16 | 2017-10-20 | 内蒙古嘉裕建筑工程有限公司 | Support frame and its integrated form building system are assembled in steel construction telescopic moving |
| CN107740090A (en) * | 2017-10-25 | 2018-02-27 | 苏州华丰不锈钢紧固件有限公司 | A kind of one time punching molded pre-treating technology of bolt |
| CN109887399B (en) * | 2017-12-06 | 2020-11-17 | 浙江新盛建设集团有限公司 | Steel structure splicing model and splicing method thereof |
| CN108018942B (en) * | 2017-12-15 | 2024-01-30 | 茅金声 | Thin-wall steel integrated house frame and construction method thereof |
| WO2023200365A1 (en) * | 2022-04-14 | 2023-10-19 | Владимир Викторович ЛОЗЕНКО | Wall panel |
Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US3762110A (en) * | 1971-11-03 | 1973-10-02 | J Boss | Movable windbreaker for steel buildings |
| DE4222646A1 (en) * | 1992-07-10 | 1994-01-13 | Temabau Bausysteme Gmbh | Lightly structured room cell - comprises bearer structure, wall covering, floor and roof, bearer structure consisting of plastics covered four-sided steel tubes |
| CN1584232A (en) * | 2004-06-07 | 2005-02-23 | 佛山市耀达建材贸易有限公司 | Building structure and installing method for two-layer movable panel house |
| CN101418592A (en) * | 2008-10-31 | 2009-04-29 | 官木喜 | Combined light steel structure house and mounting method thereof |
| CN101818579A (en) * | 2010-04-23 | 2010-09-01 | 安徽瑶海钢结构股份有限公司 | Bridge cutoff type integrated house and installation method thereof |
| WO2013166646A1 (en) * | 2012-05-07 | 2013-11-14 | Zhang Jianzhong | Transportable, steel-structure, and sealed unit module and fabrication method for fabricating the unit module |
Family Cites Families (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN203782968U (en) * | 2014-03-05 | 2014-08-20 | 广东合力建造科技有限公司 | Steel ground beam of lightweight steel residence |
| CN203782874U (en) * | 2014-03-05 | 2014-08-20 | 广东合力建造科技有限公司 | Support assembly for light steel residence |
-
2014
- 2014-07-10 CN CN201410327125.5A patent/CN105297886B/en not_active Expired - Fee Related
-
2015
- 2015-07-09 BR BR112017000282A patent/BR112017000282A2/en not_active Application Discontinuation
- 2015-07-09 WO PCT/CN2015/083691 patent/WO2016004887A1/en active Application Filing
- 2015-07-09 AU AU2015286054A patent/AU2015286054A1/en not_active Abandoned
Patent Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US3762110A (en) * | 1971-11-03 | 1973-10-02 | J Boss | Movable windbreaker for steel buildings |
| DE4222646A1 (en) * | 1992-07-10 | 1994-01-13 | Temabau Bausysteme Gmbh | Lightly structured room cell - comprises bearer structure, wall covering, floor and roof, bearer structure consisting of plastics covered four-sided steel tubes |
| CN1584232A (en) * | 2004-06-07 | 2005-02-23 | 佛山市耀达建材贸易有限公司 | Building structure and installing method for two-layer movable panel house |
| CN101418592A (en) * | 2008-10-31 | 2009-04-29 | 官木喜 | Combined light steel structure house and mounting method thereof |
| CN101818579A (en) * | 2010-04-23 | 2010-09-01 | 安徽瑶海钢结构股份有限公司 | Bridge cutoff type integrated house and installation method thereof |
| WO2013166646A1 (en) * | 2012-05-07 | 2013-11-14 | Zhang Jianzhong | Transportable, steel-structure, and sealed unit module and fabrication method for fabricating the unit module |
Also Published As
| Publication number | Publication date |
|---|---|
| AU2015286054A1 (en) | 2017-02-16 |
| WO2016004887A1 (en) | 2016-01-14 |
| BR112017000282A2 (en) | 2018-01-30 |
| CN105297886A (en) | 2016-02-03 |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN105297886B (en) | Lightweight steel structure building frame system | |
| CN102359180B (en) | Truss combined beam and upper and layer connected light steel structure and construction method thereof | |
| CN105544721A (en) | Energy-saving light-steel fabricated building and construction method thereof | |
| CN104763078A (en) | Shock-absorption type frame-shear wall combination structure system and construction method thereof | |
| CN206625402U (en) | A kind of side intersection of cracking is put more energy into profiled sheet shear wall | |
| KR20110088812A (en) | Curtain wall system | |
| CN206337678U (en) | The assembled steel frame wall filled with masonry system of door shape steel disc connection | |
| RU2429330C2 (en) | Metal-wood beam of double-t section | |
| CN211114260U (en) | Building structure system composed of assembled disassembly-free metal template net and steel reinforcement framework | |
| CN106760061A (en) | The assembled steel frame wall filled with masonry system and its construction method of door shape steel disc connection | |
| CN106436969A (en) | Intersecting reinforcement profiled steel plate shear wall with broadside slotting | |
| CN208056319U (en) | The connection structure of non-corner brace steel post and outer enclosure wall in portal-rigid frames light house | |
| CN204959980U (en) | Simple to operate's floor connection structure | |
| CN110042982A (en) | A kind of composite structure component and preparation method thereof and application | |
| JP6363588B2 (en) | building | |
| CN217175259U (en) | Combined building wall | |
| CN211312871U (en) | Net rack roof primary and secondary purline connecting joint | |
| CN213296663U (en) | Detachable assembly type steel structure house | |
| CN109322411A (en) | Multiple-story Lightweight Steel building floor connect engineering method with metope node | |
| CN109339242A (en) | Assembled light gauge cold-formed steel shape assembled house structural system and construction method | |
| CN215442880U (en) | Prefabricated external wallboard connected node structure | |
| CN212200894U (en) | Reinforced prefabricated wallboard upright post structure | |
| CN214658847U (en) | Shaping monolithic integral template with structure deformation joint capable of being reinforced on one side | |
| CN109322410B (en) | Low-rise light steel structure building floor and wall surface joint connection construction method | |
| CN109322433B (en) | Light steel structure floor slab and floor slab joint connection 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: 20170524 |