CN205677076U - A kind of building frame - Google Patents
A kind of building frame Download PDFInfo
- Publication number
- CN205677076U CN205677076U CN201620439820.5U CN201620439820U CN205677076U CN 205677076 U CN205677076 U CN 205677076U CN 201620439820 U CN201620439820 U CN 201620439820U CN 205677076 U CN205677076 U CN 205677076U
- Authority
- CN
- China
- Prior art keywords
- steel pipe
- column
- draw
- groove
- building frame
- 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
Abstract
This utility model relates to a kind of building frame, it is applied in the building of employing concrete filled steel tube, building frame is by column steel pipe, collar tie beam steel pipe and floor beam steel pipe build, it is arranged with connecting piece on column steel pipe, connecting piece is provided with the first draw-in groove and the second draw-in groove, first draw-in groove snaps in and ring for fixing joist steel pipe for collar tie beam steel pipe one end, second draw-in groove snaps in and fixes floor beam steel pipe for floor beam steel pipe one end, building frame of the present utility model is by column steel pipe, steel pipe on collar tie beam steel pipe and three different directions of floor beam steel pipe is bound up, thus improve bulk strength and the shock resistance of building.
Description
Technical field
This utility model relates to a kind of building frame, belongs to architecture construction technical field.
Background technology
At present, the construction in conventional house mainly includes three kinds: the first is brick mix structure, and this method of construction is at wall brick
Cast collar tie beam, floor face when building first floor height, then followed by up laying bricks.Second is frame structure, and this method of construction is
House foundation first lays ground floor reinforcing bar by design requirement and supports structure column and collar tie beam, the building in house with pouring template
Plate face, then repeats to continue upward to build by laying bricks or stones till design height.3rd is according to every layer of house wall width, high prefabricated big-wall
Plate, even first surrounds frame by monolayer height, successively lifts on house foundation.
Three of the above house building all utilizes column, collar tie beam and floor beam to build building frame, but three kinds of methods
In fail to the most effectively be bound up column, collar tie beam and floor beam；
Such as Publication No.: the patent of invention of CN 104532983 A discloses the side of building by laying bricks or stones of a kind of concrete filled steel tube building
Method, simply uses steel pipe bolt to be bound up by the different steel pipes as column in the method, and for collar tie beam and floor beam
All fail to form effective annexation with column.
Utility model content
The technical problems to be solved in the utility model is, not enough for prior art, and proposing one can be by column steel pipe, circle
The building frame that steel pipe on joist steel pipe and three different directions of floor beam steel pipe is bound up.
This utility model is that the technical scheme solving the proposition of above-mentioned technical problem is: a kind of building frame, is applied to use
In the building of concrete filled steel tube, described building frame is built by column steel pipe, collar tie beam steel pipe and floor beam steel pipe,
Being arranged with connecting piece on described column steel pipe, described connecting piece is provided with the first draw-in groove and the second draw-in groove, and described first draw-in groove is used
Snapping in collar tie beam steel pipe one end and ring for fixing joist steel pipe, described second draw-in groove snaps in for floor beam steel pipe one end and fixes floor
Joist steel pipe.
This technical scheme by arranging connecting piece in the junction of column steel pipe, collar tie beam steel pipe and floor beam steel pipe, from
And the steel pipe on these three different directions is bound up so that whole construction wall structure is the most firm, the intensity of framework
Higher, shock resistance good.
Technique scheme is improved to: described connecting piece is set by metal material integrally casting molding, described connecting piece
The column type pipe box being provided with a circle edge of table, described column steel pipe is had in the middle part of at least one inwall to be inserted in pipe box, described first
Draw-in groove and the second draw-in groove are arranged on pipe box sidewall, described first draw-in groove and the second draw-in groove all " U " fonts in opening upwards.
Metal material integrally casting molding is used to ensure that the intensity of connecting piece self.
Technique scheme is improved to: the described column steel pipe whole body offers inserts mixing in column steel pipe for note
Aperture and its upper end of solidifying soil extrusion are provided with external screw thread, and described external thread diameter is less than column diameter of steel tube, described column steel pipe
Lower end is provided with the female thread matched with described external screw thread.Described column steel pipe presents shoulder shape at upper external screw thread pars infrasegmentalis,
When connecting piece is stretched in column steel pipe upper end, shoulder and edge of table symmetry connect；Now column steel pipe can with under the column steel pipe of upper strata
End connects, and connects into entirety by the external screw thread of its female thread and lower floor's column steel pipe upper end.
In being respectively arranged at two ends with up and down of column steel pipe and external screw thread screw thread, column steel pipe can be made end to end, by twisting
Tight levels column fastener for connection screw thread thus connecting piece and column steel pipe, collar tie beam steel pipe are bound up on one with floor beam steel pipe
Rise, thus can constantly build column joist steel pipe support structure with the increase of building height, easy to operate；Column steel pipe is provided with aperture, when
Column steel pipe can make concrete setting inside and outside steel pipe be integrated by aperture when injecting concrete.
Technique scheme is improved to: described collar tie beam steel pipe and floor beam steel pipe all whole body offers for concrete
Extrude or insert the aperture of reinforcing bar, and its two ends are provided with and snap in described first draw-in groove or the fixture block of the second draw-in groove.
Aperture is offered on collar tie beam steel pipe and the floor beam steel pipe whole body, it is simple to concrete extrusion or insertion reinforcing bar are by adjacent steel pipe connecting
Pick up.
Technique scheme is improved to: also including being provided with the precast wall body of through hole, described column steel pipe is arranged at logical
In hole, described through-hole diameter 10-40mm bigger than column outer diameter of steel pipes, described through hole is used for injecting concrete.
By filling out concrete at through hole with setting note in foraminate column steel pipe, column steel pipe can be made to be frozen into body of wall
Body.
Technique scheme is improved to: if being provided with at the column of the corner of every building construction wall and each inner-outer wall contact
Dry root post steel pipe, described column steel pipe is arranged in " one " font, "L" shaped or " T " font.
Described column steel pipe stage casing is provided with adapter sleeve, and described adapter sleeve is for being connected to one by the stage casing of adjacent upright posts steel pipe
Rise.
Owing to being provided with stage casing adapter sleeve between column steel pipe, so many root posts steel pipe can be provided with at column, and according to
Column steel pipe can be arranged in " one " font, "L" shaped or " T " font by body of wall contact location in whole building, from
And anti-seismic performance and the assembled in situ efficiency of building can be improved.
In this improvement project, column steel pipe stage casing is provided with adapter sleeve, and described adapter sleeve is predeterminable in precast wall body, then
Precast wall body is lifted in place, the through hole that precast wall body is vertically communicated inserts column steel pipe and penetrates body of wall.
Technique scheme is improved to: the both sides of described column steel pipe are provided with two panels reinforced mesh and some two ends
Through the horizontal company of the choosing muscle of reinforced mesh, two panels reinforced mesh is fixed together by the described horizontal company of choosing muscle according to wall thickness requirement.
Technique scheme is improved to: outside described reinforced mesh, be provided with disassembly-free heat-insulation plate, the described horizontal company of choosing muscle two
End penetrate disassembly-free heat-insulation plate and with the bar connecting being arranged in disassembly-free heat-insulation plate；Said structure after concrete perfusion one
The armored concrete connector of body heat insulation formwork.
This technical scheme can be used for, in the building of cast in situs body of wall, arranging disassembly-free thermal-insulation form board also outside reinforced mesh
Make the horizontal company of choosing muscle stretch into heat insulation formwork and with the enhancing fastener for connection in heat insulation formwork, after column steel pipe being stretched into pipe box during lifting
By mesh sheet lower end with stretch out lower floor's reinforcement welding on flooring or ground after, draw-in groove arranges collar tie beam steel pipe, floor beam steel pipe, and
In two reinforced mesh, note raising reinforced concrete, assembled steel reinforced concrete connect for overall or multi-story and high-rise building
And the wall column that antidetonation load-bearing shearing is strong, this wall column is divided into " L ", " T ", " one " font three kinds and is respectively used to corner, and inner-outer wall is handed over
In the middle of contact and long wall.
This technical scheme applies also for batch production and builds house, first according to wall width and the high prefabricated dry wall of wall in house
Body, precast wall body is provided with and plugs the vertical through holes of each column steel pipe and aperture must be bigger more than 20mm than column outer diameter of steel pipes, so
After by " L ", " T ", " one " font precast wall body lifting in place, after surrounding first floor construction wall, column steel pipe is set in through-holes,
Its lower end is stretched into after pipe box tightens screw thread, at the sheathed connecting piece in column steel pipe upper end, by collar tie beam steel pipe, the card of floor beam steel pipe
Block inlay card enters respective card slot, arranges floor steel bar mesh sheet on Guan Liang, injects concrete, pour into a mould concrete building in each steel pipe hole
Face, wherein fixture block and draw-in groove are embedded in floor concrete, and the external thread section in part pipe box and column steel pipe stretches out flooring coagulation
Soil layer, then according to the most hoisting prefabricated body of wall of above-mentioned steps, until it reaches predetermined architectural height, thus can be greatly improved construction effect
Rate.
Accompanying drawing explanation
The utility model is described in further detail below in conjunction with the accompanying drawings:
Fig. 1 is the perspective view of this utility model embodiment one；
Fig. 2 is the partial enlarged drawing in A portion in Fig. 1；
Fig. 3 is the perspective view of connecting piece in Fig. 1；
Fig. 4 is the perspective view of Fig. 1 Girth steel pipe；
Fig. 5 is the building structure schematic diagram of the building frame of Application Example one.
Fig. 6 is the building structure schematic diagram of the building frame of Application Example two.
Fig. 7 is the A portion enlarged drawing in Fig. 6.
The reference of the figures above is as follows:
Column steel pipe 1, adapter sleeve 11, external screw thread 12, collar tie beam steel pipe 2, floor beam steel pipe 3, connecting piece 4, pipe box 41, first
Draw-in groove 42, the second draw-in groove 43, fixture block 5, aperture 6, reinforced mesh 7.
Detailed description of the invention
Hereinafter accompanying drawing the most in conjunction with the embodiments, is described in further detail detailed description of the invention of the present utility model, so that this
Utility model technical scheme is more readily understood, grasps.
Embodiment one
As it is shown in figure 1, the present embodiment for conventional building construction defect propose one can be by column steel pipe, collar tie beam steel pipe
And the building frame construction that floor beam steel pipe is bound up.
As shown in Figures 2 and 3, a kind of building frame of the present embodiment, it is applied to use the building of concrete filled steel tube
In, this building frame is built by column steel pipe 1, collar tie beam steel pipe 2 and floor beam steel pipe 3, and column steel pipe 1 is arranged with connection
Knot part 4, connecting piece 4 is provided with pipe box 41, is provided with a circle edge of table in the middle part of pipe box 41 inwall, and connecting piece 4 is set in by pipe box 41
On column steel pipe 1, pipe box 41 is additionally provided with and snaps in the first draw-in groove 42 of also ring for fixing joist steel pipe for collar tie beam steel pipe one end and use
The second draw-in groove 43 of floor beam steel pipe is snapped in and fixes in floor beam steel pipe one end；First draw-in groove 42 and the second draw-in groove 43 are respectively provided with
On pipe box 41 sidewall, and all " U " fonts in opening upwards.
In the present embodiment, column steel pipe 1 whole body offers for crowded leakage concrete or inserts the aperture 6 of reinforcing bar and its upper end
Being provided with external screw thread 12, external screw thread 12 diameter is less than column diameter of steel tube, and column steel pipe 1 lower end is provided with and matches with described external screw thread 12
The female thread closed；External screw thread 12 and female thread design can make column steel pipe end to end, thus the increase with building height can not
Combination is disconnected builds column steel pipe and steel tubular beam framework.
As shown in Figure 4, collar tie beam steel pipe 2 and floor beam steel pipe 3 all whole body offers for crowded leakage concrete or inserts reinforcing bar
Aperture 6, and its two ends are provided with and snap in described first draw-in groove 42 or the fixture block 5 of the second draw-in groove 43.
The building frame of the present embodiment is by setting in the junction of column steel pipe 1, collar tie beam steel pipe 2 and floor beam steel pipe 3
Put connecting piece 4 to be bound up by the steel pipe of three kinds of different directions；Build Shi Kexian and column steel pipe 1 is inserted the pipe of connecting piece 4
In set 41, then the fixture block 5 of steel tubular beam is snapped in the draw-in groove of connecting piece 4, thus by column steel pipe, collar tie beam steel pipe and floor beam
Steel pipe is bound up so that whole construction wall structure is the most firm, intensity is higher, shock resistance good.
As it is shown in figure 5, the building frame of the present embodiment is provided with many root posts steel pipe 1 at every root post, in column steel pipe
Section is provided with adapter sleeve 11, and different according to column location in whole building, column steel pipe 1 arrangement mode is the most different,
Exterior wall corner column steel pipe is arranged in "L" shaped, is arranged in " T " font at external and internal wall junction column steel pipe, and
It is arranged in " one " font without column steel pipe at the body of wall at turning；Collar tie beam steel pipe 2 and floor beam steel pipe 3 are provided with reinforcing bar, thus
Form the bar construction of floor face.
This embodiment is applicable to batch production and builds house, first according to wall width and the high prefabricated precast wall body of wall in house, in advance
Body of wall processed is provided with and plugs the vertical through holes of each column steel pipe and aperture must be bigger more than 20mm than column outer diameter of steel pipes, then will
" L ", " T ", " one " font precast wall body lift in place, after surrounding first floor construction wall, arrange column steel pipe 1 in through-holes, will
Its lower end is stretched into after pipe box 41 tightens screw thread, at the sheathed connecting piece in column steel pipe 1 upper end 4, by collar tie beam steel pipe 2, floor beam steel pipe 3
Fixture block 5 inlay card enter respective card slot, Guan Liang arranges floor steel bar mesh sheet, in the aperture 6 of each steel pipe inject concrete, water
Note concrete floor, wherein fixture block 5 and draw-in groove are embedded in floor concrete, the external screw thread in part pipe box 41 and column steel pipe 1
12 stretch out floor concrete layer, then according to the most hoisting prefabricated body of wall of above-mentioned steps, until it reaches predetermined architectural height.
Embodiment two
As shown in Figure 6 and Figure 7, the building frame of this embodiment be applicable to the building of cast in situs body of wall, pipe box 41 He
The both sides of column steel pipe 1 are respectively provided with two panels reinforced mesh 7 and the many two ends horizontal company of the choosing muscle through reinforced mesh 7, the horizontal company of choosing muscle
Require to be fixed together according to wall thickness by two panels reinforced mesh 7.
This embodiment is additionally provided with disassembly-free thermal-insulation form board outside reinforced mesh 7 and makes the horizontal company of choosing muscle stretch into heat insulation formwork also
Be connected with the reinforcing steel bar in heat insulation formwork, after column steel pipe 1 being stretched into pipe box 41 during lifting by reinforced mesh 7 lower end with stretch out
After lower floor's reinforcement welding on flooring or ground, draw-in groove arranges collar tie beam steel pipe 2 and floor beam steel pipe 3, and notes in two mesh sheet
Raising reinforced concrete, i.e. form the connection of assembled steel reinforced concrete is used for overall or multi-story and high-rise building and antidetonation load-bearing shearing
Strong wall column, this wall column is divided into " L ", " T ", " one " font three kinds and is respectively used to corner, in the middle of inner-outer wall interface point and long wall.
A kind of building frame of the present utility model is not limited to above-described embodiment.The technical side that all employing equivalents are formed
Case, all falls within the protection domain of this utility model requirement.
Claims (9)
1. a building frame, be applied to use concrete filled steel tube building in, it is characterised in that: described building frame by
Column steel pipe, collar tie beam steel pipe and floor beam steel pipe build, and described column steel pipe is arranged with connecting piece, described connecting piece
Being provided with column pipe box the first draw-in groove and the second draw-in groove, described first draw-in groove snaps in and ring for fixing joist steel for collar tie beam steel pipe one end
Pipe, described second draw-in groove snaps in and fixes floor beam steel pipe for floor beam steel pipe one end.
Building frame the most according to claim 1, it is characterised in that: described connecting piece is provided with at least one column type pipe box,
Upper and lower layer column steel pipe is inserted in pipe box, and its threaded upper ends section passes through pipe box inner raised edge and the upper strata column steel stretching into pipe box
Pipe female thread connects, and described first draw-in groove and the second draw-in groove are arranged on pipe box sidewall, and described first draw-in groove and the second draw-in groove are equal
" U " font in opening upwards.
Building frame the most according to claim 2, it is characterised in that: the described column steel pipe whole body offers to be inserted vertical for note
The aperture of the concrete extrusion in post steel pipe and its upper end are provided with external screw thread, and described external thread diameter is less than column diameter of steel tube,
Described column steel pipe lower end is provided with the female thread matched with described external screw thread.
Building frame the most according to claim 3, it is characterised in that: described collar tie beam steel pipe and floor beam steel pipe all whole body is offered
Have for concrete extrusion or the aperture of insertion reinforcing bar, and its two ends are equipped with and snap in described first draw-in groove or the card of the second draw-in groove
Block.
5. building frame described in claim 4, it is characterised in that: also include the precast wall body being provided with through hole, described column steel pipe
Being arranged in through hole, described through-hole diameter 10-40mm bigger than column outer diameter of steel pipes, described through hole is used for injecting concrete.
Building frame the most according to claim 5, it is characterised in that: the corner of every building construction wall and each inner-outer wall contact
Being provided with some root post steel pipes at column, described column steel pipe is arranged in " one " font, "L" shaped or " T " font.
Building frame the most according to claim 5, it is characterised in that: the both sides of described column steel pipe are provided with two panels reinforced mesh
With the horizontal company of the choosing muscle that some two ends pass reinforced mesh, two panels reinforced mesh is fixed by the described horizontal company of choosing muscle according to wall thickness requirement
Link together.
Building frame the most according to claim 6, it is characterised in that: described column steel pipe stage casing is provided with adapter sleeve, described company
Female connector is for linking together the stage casing of adjacent upright posts steel pipe.
Building frame the most according to claim 7, it is characterised in that: it is provided with disassembly-free heat-insulation plate, institute outside described reinforced mesh
State the horizontal company's of choosing muscle two ends penetrate disassembly-free heat-insulation plate and with the bar connecting being arranged in disassembly-free heat-insulation plate.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620439820.5U CN205677076U (en) | 2016-05-16 | 2016-05-16 | A kind of building frame |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620439820.5U CN205677076U (en) | 2016-05-16 | 2016-05-16 | A kind of building frame |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN205677076U true CN205677076U (en) | 2016-11-09 |
Family
ID=57437117
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201620439820.5U Expired - Fee Related CN205677076U (en) | 2016-05-16 | 2016-05-16 | A kind of building frame |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN205677076U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106400960A (en) * | 2016-05-16 | 2017-02-15 | 苏州市世好节能机械制造有限公司 | Building framework |
-
2016
- 2016-05-16 CN CN201620439820.5U patent/CN205677076U/en not_active Expired - Fee Related
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106400960A (en) * | 2016-05-16 | 2017-02-15 | 苏州市世好节能机械制造有限公司 | Building framework |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN205653923U (en) | Novel big board shear wall structure is secretly supported in prefabricated assembled area of connecting from top to bottom | |
| CN105544801A (en) | Bolted connection technique for prefabricated large plate shear wall provided with concealed bracing and construction method | |
| CN205954921U (en) | Novel big board shear wall structure is secretly supported in bolted connection's prefabricated assembled area | |
| CN104847014A (en) | Vertical connection structure for precast concrete shear walls and construction method | |
| CN101078216B (en) | Method for embedding cement mixing soil curtain into prefabricated reinforced concrete anti-lateral-force pile | |
| CN103711232B (en) | L-shaped frame component and lightweight concrete wall prefabricated type shear wall and connection construction method | |
| CN108265828A (en) | Assembly concrete-filled steel tube beam column goes along with sb. to guard him integrated system | |
| CN105569222A (en) | Vertical connection technology for precast assembled large panel shear walls with concealed supports | |
| CN109296066A (en) | Assembly concrete beam column sleeve combination connecting node | |
| CN106400960A (en) | Building framework | |
| CN108951847A (en) | A kind of Precast Concrete Frame system and its construction method based on UHPC | |
| CN205712590U (en) | A kind of fabricated shear wall and the attachment structure of Prefabricated concrete-filled steel tube post | |
| CN108005267A (en) | A kind of yi word pattern assembled stem steel plate shear force wall and its assembling constructing method | |
| CN206956979U (en) | A kind of Linear shear wall with fore-set | |
| CN205677076U (en) | A kind of building frame | |
| CN206829416U (en) | A kind of prefabricated assembled double steel pipe concrete shear force wall | |
| CN201722813U (en) | Confined masonry structure | |
| CN105908899A (en) | Core-grouted assembly-type concrete column and construction method of same | |
| CN206769200U (en) | First wear formula post stretching vertical prestressing cast-in-place concrete rod structure | |
| CN206815328U (en) | A kind of precast concrete pile | |
| CN204174955U (en) | Reinforced concrete post connects steel core concrete column syndeton | |
| CN206360212U (en) | A kind of resistance to compression factory building concrete filled steel tube column | |
| CN204983213U (en) | Dark big board shear wall structure that supports in prefabricated assembled area | |
| CN209620275U (en) | A kind of prefabricated steel column node connecting structure of assembled architecture | |
| CN209523212U (en) | Assembled isolated footing |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20161109 Termination date: 20180516 |