CN205907810U - House framework - Google Patents
House framework Download PDFInfo
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- CN205907810U CN205907810U CN201620648356.0U CN201620648356U CN205907810U CN 205907810 U CN205907810 U CN 205907810U CN 201620648356 U CN201620648356 U CN 201620648356U CN 205907810 U CN205907810 U CN 205907810U
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Abstract
The utility model provides a house framework, includes single -store frame, and single -store frame includes stand and crossbeam, and stand and crossbeam are connected through first connecting piece, first connecting piece utilizes bolted connection with the stand, and/or house framework includes at least two -layer single -store frame, all single -store frame along the direction of height superpose of stands, and relative and two stands that establish utilize the second connecting piece to connect on the direction of height of stand, and second connecting piece and two stands all utilize bolted connection. Utilize this technical scheme, first connecting piece utilizes bolted connection with the stand, and it is regional not have the welding between stand and the first connecting piece. When the crossbeam received the great pressure of vertical direction, great pressure can be undertaken and difficult fracture to the bolt of connecting first connecting piece and stand, bearing capacity that this can house framework. Multilayer house framework also can transport the building site at the interplant post assembling again, and this large -scale production that can realize multilayer house framework greatly improves building construction efficiency.
Description
Technical field
The utility model is related to technical field of buildings, particularly to a kind of house frame.
Background technology
In architectural engineering industry, house frame generally to be realized using following two forms:
The first form is reinforced concrete building framework, and the column in house frame and crossbeam are all to add in concrete
Enter bar-mat reinforcement and connect firmly together to make, concrete is linked to be an entirety by bar-mat reinforcement, has larger bearing capacity.But, reinforcing bar
The preparation process of xoncrete structure is that site operation completes on-site, and complex procedures, and workmen is had high demands.
Second form is steel house framework, include outer surface be welded with connector steel column and by connector and
The crossbeam that steel column connects.Compared to the first house frame form in second house frame form, installation time can be saved.
But, the limited load bearing capacities of steel construction itself, especially crossbeam are connected to steel column by connector, when crossbeam is subject to vertically side
To larger pressure when, pressure can concentrate on the welding position of connector and steel column, and the welding region of connector and steel column compares
Fragile and there is larger risk of breakage, this causes the limited load bearing capacities of steel house framework.
Utility model content
The utility model solve problem be, the limited load bearing capacities of the house frame of existing employing steel structure frame.
For solving the above problems, the utility model provides a kind of house frame, and this house frame includes single-store frame, described
Single-store frame includes column and crossbeam, and described column and described crossbeam pass through the first connector and connect；Described first connector with
Described column utilizes bolt connection；And/or
Described house frame includes at least two-layer single-store frame, and all described single-store frames are along the short transverse of described column
Stacked, two described columns relatively setting in the short transverse of described column utilize the second connector connection, and described second
Connector and two described columns are all using bolt connection.
Alternatively, described first connector includes plate portion, and described plate portion is fitted with described column and utilized bolt connection.
Alternatively, described column is hollow pillar stand, has two side walls that the length direction along described crossbeam relatively sets,
Described bolt passes through described plate portion and the side wall at least fitted with described plate portion.
Alternatively, described column is hollow pillar stand, and the side wall fitted with described plate portion in described plate portion and described column is set
There is the through hole of be aligned；
In the short transverse of described column, described through hole is divided into Part I and Part II, described Part I position
In the top of described Part II, the screw rod of described bolt be stuck in described Part II and described bolt nut be located at described
In column and with described side wall against；
Described Part I is used for the nut for described bolt in assembling and passes through in described column.
Alternatively, described first connector includes plate portion, and described plate portion and described column utilize bolt connection, and described plate
Portion and described beam welding or be integrally formed.
Alternatively, described plate portion is also connected using ribs with the side wall of described crossbeam.
Alternatively, described first connector and described beam welding, be integrally formed or utilize bolt connection.
Alternatively, described first connector includes plate portion and the extension extending from described plate portion, institute towards described crossbeam
State between plate portion and described column and between described extension and described crossbeam all using bolt connection.
Alternatively, it is equipped with waist-shaped hole in described extension and described crossbeam, the waist-shaped hole in described extension and described
Waist-shaped hole in crossbeam is arranged in a crossed manner, and described bolt passes through two described waist-shaped holes arranged in a crossed manner.
Alternatively, the side wall of described extension and described crossbeam is equipped with some waist-shaped holes, and arranged in a crossed manner one by one；At least
All with the straight line intersection parallel to described crossbeam length direction and angle is acute angle to two described waist-shaped holes of a pair of cross setting.
Alternatively, the waist-shaped hole in described extension is divided into least one set, and all waist-shaped holes in every group of waist-shaped hole are along institute
State the length direction arrangement of crossbeam, and along described column short transverse from top to bottom, spacing between two of which waist-shaped hole
It is gradually increased or reduce.
Alternatively, some waist-shaped holes in described extension are divided at least two groups, along the short transverse arrangement of described column；
Wherein in two groups of waist-shaped holes, the spacing between two of which waist-shaped hole in one of which waist-shaped hole is along the height of described column
Direction is gradually increased from top to bottom；And, the spacing between two of which waist-shaped hole in another group of waist-shaped hole is along described column
Short transverse is gradually reduced from top to bottom.
Alternatively, described extension includes two sheet shaped pieces being oppositely arranged, described crossbeam respective end along its length
Portion is located between two described sheet shaped pieces, and utilizes bolt connection with two described sheet shaped pieces.
Alternatively, described extension has groove, and described crossbeam respective end along its length is at least partially housed in
In described groove, and utilize bolt connection with the cell wall of described groove.
Alternatively, described crossbeam is square beam, the described square beam roof of described respective end along its length and/or
Diapire is provided with action pane.
Alternatively, described second connector includes two active sections being respectively protruding in two described columns, described in each
Active section utilizes bolt connection with corresponding column.
Alternatively, described active section has receiving portion；The nut of described bolt is anti-rotatably limited in receiving portion, and institute
The screw rod stating bolt passes through described active section and column and stretches out outside described column.
Alternatively, for cuboid and described accommodation section is rectangular recess or slot to described nut.
Alternatively, described second connector is sleeve pipe, is respectively fitted over relatively and in or beyond the two described columns setting.
Alternatively, described crossbeam is main spar, u-beam or H type beam.
Alternatively, described column is polygon post or cylinder.
Alternatively, described bolt is high-strength bolt.
Compared with prior art, the technical solution of the utility model has the advantage that
First connector and column utilize bolt connection, welding region between column and the first connector.It is subject in crossbeam
To vertical direction larger pressure when, the bolt connecting the first connector and column can undertake larger pressure and not easy fracture,
This can be with the weight capacity of house frame.
For tier building framework, by the second connector, the column being oppositely arranged in upper and lower two-layer single-store frame utilizes
Bolt connection, assembling process easily operated and need not be complicated assembly technology, this greatlys save installation time.And, multilayer
House frame can also transport building site after assembling in factory again, and this is capable of the large-scale production of tier building framework, pole
Big raising building construction efficiency.
Brief description
Fig. 1 is in the house frame of the utility model first embodiment, and column and crossbeam are in confined state along stem height
Direction looks over the plan view obtaining, and column stands on the corner position of house frame；
Fig. 2 is in the house frame of the utility model first embodiment, and column is one of on confined state edge with crossbeam
The length direction of crossbeam looks over the plan view obtaining, and column stands on the corner position of house frame；
Fig. 3 is in the house frame of the utility model first embodiment, column and crossbeam confined state along column height
Degree direction looks over the plan view obtaining, and column stands on the wall locations of house frame；
Fig. 4 is in the house frame of the utility model first embodiment, column and crossbeam confined state along column height
Degree direction looks over the plan view obtaining, and column stands on the interior of house frame；
Fig. 5 is in the house frame of the utility model second embodiment, and column and crossbeam are in confined state along stem height
Direction looks over the plan view obtaining, and column stands on the corner position of house frame；
Fig. 6 is a plan view of the first connector shown in Fig. 5；
Fig. 7 is in the house frame of the utility model second embodiment, and column is one of on confined state edge with crossbeam
The length direction of crossbeam looks over the plan view obtaining, and column stands on the corner position of house frame；
Fig. 8 is another plan view of the first connector shown in Fig. 5；
Fig. 9 is in the house frame of the utility model second embodiment, column and crossbeam confined state along column height
Degree direction looks over the plan view obtaining, and column stands on the metope of house frame；
Figure 10 is in the house frame of the utility model second embodiment, column and crossbeam confined state along column height
Degree direction looks over the plan view obtaining, and column stands on the interior of house frame；
Figure 11 is in the house frame of the utility model 3rd embodiment, column and crossbeam confined state along column height
Degree direction looks over the plan view obtaining, and column stands on the interior of house frame；
Figure 12 is in the house frame of the utility model 3rd embodiment, and two columns in upper and lower two-layer single-store frame exist
The plan view of confined state.
Specific embodiment
Understandable for enabling above-mentioned purpose of the present utility model, feature and advantage to become apparent from, below in conjunction with the accompanying drawings to this
The specific embodiment of utility model is described in detail.
First embodiment
House frame includes single-store frame, and described house frame includes one layer or at least two-layer single-store frame.Single-store frame
Including column and crossbeam, crossbeam and column couple together and constitute whole single-store frame.
With reference to Fig. 1, column 1 and crossbeam 2 are connected by the first connector 3, and the first connector 3 and column 1 utilize bolt 4 even
Connect.
First connector 3 is connected using bolt 4 with column 1, welding region between column 1 and the first connector 3.In horizontal stroke
When beam 2 is subject to the larger pressure of vertical direction, the bolt 4 connecting the first connector 3 and column 1 can undertake larger pressure and not
Easy fracture, this can be with the weight capacity of house frame.
Bolt 4 can select high-strength bolt, and high-strength bolt has higher-strength, can bear larger pressure and not easy fracture.
In assembling, can first crossbeam 2 be installed with the first connector 3, the first connector 3 is light, easy for installation；It
Afterwards, using bolt 4, first connector 3 is assembled together with corresponding column 1, crossbeam 2 is assembled together with column 1.This
Assembling process need not be complicated assembly technology, this greatlys save installation time, especially compared to welding, bolt 4 assembler
Skill is physically easier to perform.This present the possibility transporting building site after house frame assembles in factory again, this is capable of house
The large-scale production of framework, is greatly improved building construction efficiency.
Column 1 is hollow pillar stand, can be after house frame transports construction site, fill concrete in column 1, and this can
To be obviously improved the efficiency that builds a house.Taking left side beams 2 as a example, relatively set two of length direction a that column 1 has along crossbeam 2
Side wall 1a and 1b, bolt 4 is also cross the first connector 3 and two side wall 1a and 1b.This for width less column 1, with
And the situation of the region installation crossbeam 2 between the two ends of column 1 has good application.
In addition, bolt can extend only through the side wall fitted in plate portion and two side walls with plate portion.This is particularly suited for
The larger situation of column width.Therefore, bolt can pass through plate portion and the side wall at least fitted with plate portion, and this can be according to concrete
Situation is selected.
With reference to Fig. 2, the first connector 3 is coupled together by multiple bolts 4 with column 1, and this can lift column 1 and first
The bonding strength of connector 3.First connector 3 includes plate portion 30, and plate portion 30 is fitted with column 1 and utilizes bolt 4 to be connected.Bolt
4 two side wall 1a and 1b passing through plate portion 30 and column 1, the side wall 1a of column 1 are fitted with plate portion 30.First connector 3 and horizontal stroke
Beam 2 can weld or be integrally formed.The respective end of plate portion 30 and crossbeam 2 a along its length can be welded or is integrally formed.
Plate portion 30 is also connected using ribs 5 with the side wall of crossbeam 2.Ribs 5 can lift the bending resistance of crossbeam 2,
Strengthen the weight capacity of crossbeam 2.This is particularly suited for the situation of plate portion 30 and crossbeam 2 welding.Ribs 5 and plate portion 30 and crossbeam
2 side wall can be welding or be integrally formed.
Crossbeam 2 is I-beam.Along short transverse b of column 1, I-beam includes beam slab 21, lower beam slab 22 and tie-beam
20, tie-beam 20 connects upper beam slab 21 and lower beam slab 22.It is respectively equipped with the side wall of upper beam slab 21 and the side wall of lower beam slab 22 and add
Strong rib 5.
With reference to Fig. 1, column 1 is assembled with two crossbeams 2 simultaneously, and each crossbeam 2 corresponding is provided with first connector 3.Vertical
Post 1 stands on the corner position of house frame, and installs with two crossbeams 2, is in " l " type after assembling.
With reference to Fig. 3, column 1 is stood on the wall locations of house frame, is assembled with three crossbeams 2 on top, after assembling simultaneously
It is in " t " type, and these three crossbeams 2 connect the column (not shown) of two corners and another side wall respectively.With regard to
On the length direction of column 1 two crossbeams 2 in symmetrically arranged left and right, bolt 4 is also cross column 1 and column 1 left and right sides
First connector 3.
With reference to Fig. 4, column 1 stands on the interior of house frame, and assembles with four crossbeams 2 on roof simultaneously, after assembling is in
" ten " font, this four crossbeams 2 connect the column (not shown) of four metopes respectively.Along the length direction of crossbeam 2, each
Bolt 4 is also cross two the first connectors 3 of column 1 and column 1 both sides.
Second embodiment
Compared with first embodiment, the difference of second embodiment is:
With reference to Fig. 5 and combine Fig. 6, the first connector 13 includes plate portion 130 and from plate portion 130 towards prolonging that crossbeam 12 extends
Extending portion 131, is connected using bolt (the hereinafter referred to as first bolt 14) between plate portion 130 and column 11, extension 131 and crossbeam 12
Between also utilize bolt (hereinafter referred to as second bolt 16) connect.
First bolt 14 extends only through side wall 11a and the plate portion 130 that column 11 is fitted with plate portion 130, and the first bolt 14 is not
And the side wall 11b that set relative with side wall 11a through column 11.With reference to Fig. 6 and combine Fig. 7, column 11 side wall 11a and plate portion 130
It is equipped with through hole and be aligned., in conjunction with Fig. 8, in short transverse b of column 11, lead to taking located at the through hole 130a of plate portion 130 as a example
Hole 130a is divided into Part I 1301 and Part II 1302, and Part I 1301 is located at the top of Part II 1302, column
Through hole in 11 also makees relative set.The screw rod of the first bolt 14 be stuck in Part II 1302 and the first bolt 14 nut position
In column 11 and with side wall 11a against.Part I 1301 has larger aperture, for supplying the first bolt 14 in assembling
Nut passes through to reaching in column 11.Move downward the first bolt 14 afterwards, screw rod is stuck in Part II 1302, then fastens
Nut 15 is on the screw rod of the first bolt 14.
With reference to Fig. 5, Fig. 7 and Fig. 8, extension 131 has groove 132, and crossbeam 12 respective end along its length is at least
It is partially received in groove 132, and be connected using the second bolt 16 with the cell wall of groove 132.Groove 132 has three cell walls,
Including the diapire of two side walls and two side walls of connection, crossbeam 12 can utilize the second bolt 16 with diapire and two side walls simultaneously
Connect, or at least coupled together using the second bolt 16 with two side walls.
In assembling, can first the first connector 13 be linked together using the first bolt 14 with column 11；Then, grasp
Make crossbeam 12 two ends along its length to be respectively received in the groove 132 on corresponding column 11, crossbeam 12 is erected at two
Between individual column 11；Afterwards, using cell wall and the crossbeam 12 of the second bolt 16 connecting groove 132.
Before assembling the second bolt 16, crossbeam 12 is erected between two columns 11, has good stability.In dress
Join during the second bolt 16 it is not necessary to manpower or carry out support beam 12 by outside machinery, this is so that assembling process is easier
In operation, save manpower, efficiency of assembling is lifted further.
With reference to Fig. 5 and Fig. 7, groove 132 can be u-shaped groove, and crossbeam 12 can be supported on the diapire of groove 132 and by two
Individual side wall institute is spacing, and u-shaped groove can stablize support beam 12, and manufacturing process is ripe.
Crossbeam 12 is u-beam, and the both sides side wall of u-beam is respectively provided with flanging 120.It is contained in groove 132 in u-beam
When, two flange 120 can ride on two side walls of groove 132 respectively.After house frame assembling, can be in building site, in u
Injection fill concrete in type beam.
Improve as a kind of, extension can only include two sheet shaped pieces being oppositely arranged along beam width direction, crossbeam
Respective end along its length is located between two described sheet shaped pieces, and utilizes bolt connection with two sheet shaped pieces.
It should be noted that utilizing the technical program, crossbeam can select H type beam, two curb girders being oppositely arranged in H type beam
Plate can be utilized respectively spiral shell crossbeam and connect the first connector.
With reference to Fig. 7 and combine Fig. 6, in extension 131 and crossbeam 12, it is equipped with waist-shaped hole, the waist-shaped hole in extension 131
Arranged in a crossed manner with the waist-shaped hole in crossbeam 12, the second bolt 16 passes through two waist-shaped holes arranged in a crossed manner.As extension 131 is provided with
First waist-shaped hole 131a and crossbeam 12 are provided with the second waist-shaped hole 12a, the first waist-shaped hole 131a and the second waist-shaped hole 12a and intersect and set
Put, the second bolt 16 passes through the first waist-shaped hole 131a and the second waist-shaped hole 12a.
Because waist-shaped hole has long length, the installation site of crossbeam 12 and extension 131 is adjustable within the specific limits.?
In the plane of crossbeam 12, moving beam 12 within the specific limits, between the first waist-shaped hole 131a and the second waist-shaped hole 12a
Can have overlapping region all the time, so that the second bolt 16 passes through.This can eliminate the assembling between crossbeam 12 and extension 131
Error, makes both installation sites meet expection.
The side wall of extension 131 and crossbeam 12 is equipped with 6 waist-shaped holes and arranged in a crossed manner one by one, constitutes 6 and intersection is set
The waist-shaped hole put, this arrangement can strengthen crossbeam 12 and the bonding strength of the first connector 13.Arranged in a crossed manner first
Waist-shaped hole 131a and the second waist-shaped hole 12a is located at the upper left side of extension 131 shown in Fig. 7, all with the length parallel to crossbeam 12
The straight line intersection in direction and angle is acute angle.This arrangement has the advantage that the pressure of crossbeam 12 is converted into described
Larger frictional resistance between the hole wall of two bolts 16 and the first waist-shaped hole 131a and the second waist-shaped hole 12a, this frictional resistance
It is oriented parallel to the first waist-shaped hole 131a and the hole wall of the second waist-shaped hole 12a, this reduces the first waist-shaped hole to a certain extent
131a and the hole wall pressure of the second waist-shaped hole 12a, the hole wall of the first waist-shaped hole 131a and the second waist-shaped hole 12a will not be light
Easily break, can ensure that the position of crossbeam 12 is stable for a long time, this can maintain the relative position of crossbeam 12 and column 11 further
Keep stable, effectively keep the Stability Analysis of Structures of house frame.
In addition to the first waist-shaped hole 131a and the second waist-shaped hole 12a, the upper right side of extension 131 as shown in Figure 7, lower-left
Side and lower right side, all with the straight line intersection of the length direction a parallel to crossbeam 12 and angle is three pairs of waist-shaped holes arranged in a crossed manner
Acute angle.Therefore, it will be clear that the side wall of extension 131 and crossbeam 12 can be equipped with some waist-shaped holes and hand over one by one
Fork setting；All with the straight line intersection parallel to crossbeam 12 length direction a and angle is sharp at least one pair of waist-shaped hole arranged in a crossed manner
Angle, this is unrelated with the position of waist-shaped hole, can make reasonable Arrangement as needed.
, in short transverse b of column 11, positioned at the one of extension 131 top taking the waist-shaped hole in extension 131 as a example
In group waist-shaped hole, the first waist-shaped hole 131a and the 3rd waist-shaped hole 131b arranges along the length direction a of crossbeam 12, and in column 11
In short transverse b from top to bottom, the spacing between this two waist-shaped holes is gradually increased.When crossbeam 12 has the trend moving down,
Two the second bolts 16 being each passed through the first waist-shaped hole 131a and the 3rd waist-shaped hole 131b have from top to bottom and are gradually distance from
Movement tendency.But the spacing between this two the second bolts 16 is constant, and the first waist-shaped hole 131a and the 3rd waist-shaped hole
Spacing between 131b is but gradually reduced from top to bottom, and two the second bolts 16 are by the first waist-shaped hole 131a and the 3rd waist-shaped hole
Extension part between 131b is pinned and is difficult to be converted into effectively descends shifting movement, and this can preferably maintain house frame
Structural stability.
In one group of waist-shaped hole of extension 131 lower section, the 4th waist-shaped hole 131c and the 5th waist-shaped hole 131d is along crossbeam
12 length direction a arrangement, and in short transverse b of column 11 from top to bottom, the spacing between this two waist-shaped holes is gradually
Reduce.When crossbeam 12 has the trend moving down, it is each passed through two of the 4th waist-shaped hole 131c and the 5th waist-shaped hole 131d
Two bolts 16 have the movement tendency gradually drawn close from top to bottom.But the spacing between this two the second bolts 16 is constant
, and the spacing between the 4th waist-shaped hole 131c and the 5th waist-shaped hole 131d is gradually increased from top to bottom, two the second bolts
16 pinned by the extension part between the 4th waist-shaped hole 131c and the 5th waist-shaped hole 131d and under being difficult to be converted into effectively
Shifting movement, this can preferably maintain the structural stability of house frame.
And, two the second bolts 16 being each passed through the first waist-shaped hole 131a and the 3rd waist-shaped hole 131b have from top to bottom
There is the movement tendency being gradually distance from, and be each passed through two second bolts 16 of the 4th waist-shaped hole 131c and the 5th waist-shaped hole 131d
There is movement tendency from top to bottom that move closer to, this can form mutual restriction, avoids extension 131 to suffer oppression gently further
Yielding, the connective stability of lifting extension 131 and crossbeam 12.
Therefore, the waist-shaped hole in extension 131 is segmented into least one set, and all waist-shaped holes in every group of waist-shaped hole are along horizontal stroke
The length direction a arrangement of beam 12, and along column 11 short transverse b from top to bottom, spacing between two of which waist-shaped hole by
Cumulative big or reduce.Further, some waist-shaped holes in extension 131 are divided at least two groups, along the 11 of column height side
To b arrangement；Wherein in two groups of waist-shaped holes, column 11 short transverse b from top to bottom, in one of which waist-shaped hole wherein
Spacing between two waist-shaped holes is gradually increased；And along column 11 short transverse b from top to bottom, its in another group of waist-shaped hole
In spacing between two waist-shaped holes be gradually reduced.
With reference to Fig. 5, column 11 stands on the corner position of house frame, and installs with two crossbeams 12, is in " l " after assembling
Type.With reference to Fig. 9, column 11 stands on the metope of house frame, and assembles with three crossbeams 12 on top simultaneously, is in " t " after assembling
Type.With reference to Figure 10, column 11 stands on the interior of house frame, and assembles with four crossbeams 12 on roof simultaneously, after assembling is in
" ten " font
3rd embodiment
Compared with second embodiment, the difference of 3rd embodiment is:
With reference to Figure 11, crossbeam 22 is main spar, and square beam respective end along its length is contained in the first connector 23
Groove 230 in.Be provided with action pane 220 in the roof of crossbeam 22, by operate fenestra 220, install the second bolt 26 with
The side wall of connecting cross beam 22 and the cell wall of groove 230.After house frame assembling, can fill mixed in main spar in building site
Solidifying soil is to strengthen house intensity.
As improvement, action pane can be arranged in crossbeam diapire.Therefore, can in the roof and/or diapire of crossbeam
To be provided with action pane.
Fourth embodiment
House frame includes at least two-layer single-store frame, and all single-store frames are stacked along the short transverse of column.
With reference to Figure 12, in short transverse b of column relative to and two columns setting are connected using the second connector 33, the
Two connectors 33 are all connected using bolt 34 with two columns, and described two columns are respectively the first column 3a of lower floor and upper
Second column 3b of layer.
In the assembling process of house frame, can load referring initially to the scheme of first embodiment to 3rd embodiment, group
Layer single-store frame；Then assemble the second column 3b above the first column 3a of lower floor, treat the second column 3b and the first column 3a
After the completion of connection, complete the crossbeam installation step of upper strata single-store frame.First column 3a and the second column 3b in the technical program
Connected using bolt 34, assembling process easily operated and need not be complicated assembly technology, this greatlys save installation time.And
And, tier building framework can also transport building site after assembling in factory again, and this is capable of the scale of tier building framework
Produce, building construction efficiency is greatly improved.
Second connector 33 includes two active sections being respectively protruding in two columns, each active section and corresponding column
Connected using bolt 34.Second connector 33 includes the first active section 331 stretching in the first column 3a and stretches into the second column
Second active section 332 of 3b.In assembling, can first operate the first active section 331 to stretch in the first column 3a, and utilize bolt
34 are connected to the first column 3a；Then, operation the second column 3b stands on the first column 3a, and the second active section 332 is enclosed within second
In column 3b.Second active section 332 plays certain positioning action, and the second column 3b can stably be supported on the first column 3a.
Afterwards, using bolt 34 fastening the second active section 332 and the second column 3b, the second column 3b good stability, fastening bolt 34
Operating process is easily controllable.
Second connector 33 can be sleeve pipe, is inserted in respectively relatively and in the first column 3a and the second column 3b that set.?
In improvement project, this sleeve pipe can be enclosed within relatively and outside two columns setting.
For ease of fastening bolt 34, the first active section 331 has receiving portion 3311；Bolt 34 includes nut 340 and screw rod
341, nut 340 is anti-rotatably limited in receiving portion 3311, and screw rod 341 passes through the first active section 331 and the first column 3a
And stretch out outside the first column 3a.First active section 331 and the first column 3a are provided with the through hole 35 passing through for nut 340, through hole 35
With receiving portion 3311, there is overlapping region.
In assembling, nut 340 passes through the through hole 35 in the first active section 331 and the first column 3a, screw rod first
341 expose outside the first column 3a.Then, rotary screw 341 is aligned to nut 340 with receiving portion 3311, and then operates spiral shell
Bar 341 moves to nut 340 to outside the first column 3a and is limited in receiving portion 3311；Screw on nut on screw rod 341 afterwards.?
During screw on nut, nut 340 is limited in receiving portion 3311 and must not rotate, and therefore nut can be by tight easily
Gu on screw rod 341.
Nut 340 can be cuboid, and receiving portion 3311 is also adaptably designed as rectangular recess or slot, spiral shell
Cap 340 can be limited in rectangular recess or slot well.In improvement project, nut and receiving portion can be all provided with
It is calculated as the other shapes such as big hexagon, to play the spacing effect that cooperates.
First column 3a and the second column 3b is square tube post.As an alternative, the column of house frame can be it
His polygon post or cylinder.
Although the utility model discloses as above, the utility model is not limited to this.Any those skilled in the art,
Without departing from spirit and scope of the present utility model, all can make various changes or modifications, protection domain therefore of the present utility model
Should be defined by claim limited range.
Claims (22)
1. a kind of house frame, including single-store frame, described single-store frame includes column and crossbeam, described column and described crossbeam
Connected by the first connector；
It is characterized in that, described first connector and described column utilize bolt connection；And/or
Described house frame includes at least two-layer single-store frame, and all described single-store frames are folded along the short transverse of described column
Put, in the short transverse of described column relative to and two described columns setting utilize the second connector to connect, described second even
Fitting and two described columns are all using bolt connection.
2. house frame as claimed in claim 1 is it is characterised in that described first connector includes plate portion, described plate portion with
Described column is fitted and is utilized bolt connection.
3. it is characterised in that described column is hollow pillar stand, described bolt passes through institute to house frame as claimed in claim 2
State the side wall at least fitted in plate portion and described column with described plate portion.
4. house frame as claimed in claim 2 is it is characterised in that described column is hollow pillar stand, described plate portion and described
It is provided with, with the side wall of described plate portion laminating, the through hole being aligned in column；
In the short transverse of described column, described through hole is divided into Part I and Part II, and described Part I is located at institute
State the top of Part II, the screw rod of described bolt is stuck in described Part II and the nut of described bolt is located at described column
Interior and with described side wall against；
Described Part I is used for the nut for described bolt in assembling and passes through to reaching in described column.
5. house frame as claimed in claim 1 is it is characterised in that described first connector includes plate portion, described plate portion with
Described column utilizes bolt connection, and described plate portion and described beam welding or be integrally formed.
6. house frame as claimed in claim 5 is it is characterised in that described plate portion also utilizes reinforcement with the side wall of described crossbeam
Rib connects.
7. house frame as claimed in claim 1 is it is characterised in that described first connector and described beam welding, integrally
It is molded or utilize bolt connection.
8. house frame as claimed in claim 7 is it is characterised in that described first connector includes plate portion and from described plate portion
The extension extending towards described crossbeam, between described plate portion and described column and all sharp between described extension and described crossbeam
It is connected with.
9. house frame as claimed in claim 8 is it is characterised in that be equipped with waist type in described extension and described crossbeam
Hole, the waist-shaped hole in the waist-shaped hole in described extension and described crossbeam is arranged in a crossed manner, and described bolt passes through arranged in a crossed manner two
Individual described waist-shaped hole.
10. house frame as claimed in claim 9 is it is characterised in that the side wall of described extension and described crossbeam is equipped with
Some waist-shaped holes, and arranged in a crossed manner one by one；At least one pair of two described waist-shaped hole arranged in a crossed manner all with parallel to described crossbeam
The straight line intersection of length direction and angle is acute angle.
11. house frames as claimed in claim 10 are it is characterised in that the waist-shaped hole in described extension is divided at least one
Group, all waist-shaped holes in every group of waist-shaped hole along described crossbeam length direction arrangement, and along described column short transverse from
Top to bottm, the spacing between two of which waist-shaped hole is gradually increased or reduces.
12. house frames as claimed in claim 11 are it is characterised in that some waist-shaped holes in described extension are divided at least
Two groups, along the short transverse arrangement of described column；
Wherein in two groups of waist-shaped holes, the spacing between two of which waist-shaped hole in one of which waist-shaped hole is along described column
Short transverse is gradually increased from top to bottom；And,
The spacing between two of which waist-shaped hole in another group of waist-shaped hole along described column short transverse from top to bottom gradually
Reduce.
13. house frames as claimed in claim 8 are it is characterised in that described extension includes two sheets being oppositely arranged
Part, described crossbeam respective end along its length is located between two described sheet shaped pieces, and utilizes with two described sheet shaped pieces
Bolt connection.
, it is characterised in that described extension has groove, described crossbeam is along length for 14. house frames as claimed in claim 8
The respective end in direction is at least partially housed in described groove, and utilizes bolt connection with the cell wall of described groove.
, it is characterised in that described crossbeam is square beam, described square beam is along length for 15. house frames as claimed in claim 14
The roof of described respective end in degree direction and/or diapire are provided with action pane.
16. house frames as claimed in claim 1 are it is characterised in that described second connector includes being respectively protruding into two institutes
State two active sections in column, each described active section utilizes bolt connection with corresponding column.
17. house frames as claimed in claim 16 are it is characterised in that described active section has receiving portion；Described bolt
Nut is anti-rotatably limited in receiving portion, and the screw rod of described bolt passes through described active section and column and stretches out described column
Outward.
18. house frames as claimed in claim 17 are it is characterised in that described nut is cuboid and described accommodation section is length
Square groove or slot.
19. house frames as claimed in claim 1, it is characterised in that described second connector is sleeve pipe, are respectively fitted over relatively
And in or beyond set two described columns.
20. house frames as claimed in claim 1 are it is characterised in that described crossbeam is main spar, u-beam or H type beam.
21. house frames as claimed in claim 1 are it is characterised in that described column is polygon post or cylinder.
22. house frames as claimed in claim 1 are it is characterised in that described bolt is high-strength bolt.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620648356.0U CN205907810U (en) | 2016-06-27 | 2016-06-27 | House framework |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620648356.0U CN205907810U (en) | 2016-06-27 | 2016-06-27 | House framework |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN205907810U true CN205907810U (en) | 2017-01-25 |
Family
ID=57813478
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201620648356.0U Active CN205907810U (en) | 2016-06-27 | 2016-06-27 | House framework |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN205907810U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107542163A (en) * | 2016-06-27 | 2018-01-05 | 张引强 | House frame |
-
2016
- 2016-06-27 CN CN201620648356.0U patent/CN205907810U/en active Active
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107542163A (en) * | 2016-06-27 | 2018-01-05 | 张引强 | House frame |
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| TR01 | Transfer of patent right |
Effective date of registration: 20220321 Address after: 201306 room 3040, building 24, No. 2, Xincheng Road, Nicheng Town, Pudong New Area, Shanghai Patentee after: Shanghai Yufei Architectural Decoration Engineering Co.,Ltd. Address before: 201101 floor 2, building 1, Lane 859, Zhongyi Road, Minhang District, Shanghai Patentee before: Zhang Yinqiang |
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| TR01 | Transfer of patent right |