CN207513153U - The beam column cast-in-place node dedicated aluminium alloy template of assembly concrete frame structure - Google Patents
The beam column cast-in-place node dedicated aluminium alloy template of assembly concrete frame structure Download PDFInfo
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- CN207513153U CN207513153U CN201721349198.XU CN201721349198U CN207513153U CN 207513153 U CN207513153 U CN 207513153U CN 201721349198 U CN201721349198 U CN 201721349198U CN 207513153 U CN207513153 U CN 207513153U
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Abstract
The utility model discloses a kind of beam column cast-in-place node dedicated aluminium alloy templates of assembly concrete frame structure, it is made of the splicing of polylith aluminium alloy panels, the lower end of aluminium alloy sleeve-shaped member is sleeved on outside the upper end of frame column and is mutually close to four sides of frame column, so that in concreting region is enclosed in by aluminium alloy sleeve-shaped member, the upper end of aluminium alloy sleeve-shaped member is equipped with notch；Tie is mounted on outside the lower end of aluminium alloy sleeve-shaped member.The utility model realizes safely and effectively going along with sb. to guard him to concreting region, the concrete for being poured in concreting region is effectively combined with frame column and Vierendeel girder, and the good construction effect that concrete finished surface flat smooth saves plaster process can be obtained, and, the installation of aluminium alloy sleeve-shaped member and tie is simple, aluminium alloy sleeve-shaped member and tie can be removed very easily after the completion of node construction, improve construction efficiency, ensure that construction quality.
Description
Technical field
The utility model is related to a kind of beam column cast-in-place node dedicated aluminium alloy templates of assembly concrete frame structure.
Background technology
As China carries forward vigorously the development of building industrialization, the domestic reality to prefabricated assembled concrete building in recent years
It tramples application and theoretical research deepens continuously.Traditional aluminum alloy mould plate is usually used in cast-in-place concrete structure construction, for assembled
The cast-in-place node of concrete frame structure seldom using aluminum alloy mould plate, mostly binds formwork using plank sheathing scene.
Using plank sheathing, there are following defects at assembly concrete frame structure cast-in-place node：
First, it needs to cut corresponding size according to field cast-in-place node size, constructing operation bothers, and working efficiency is low；
Second, can the number of turnover it is few, be unfavorable for environmentally protective；
Third, plank sheathing rough surface, joining quality is unreliable between plate, influences cast-in-place concrete drape forming effect, such as
Finished surface out-of-flatness.
Therefore, the form work engineering standardization level of existing assembly concrete frame structure cast-in-place node is low, economic benefit
Difference, construction quality are difficult to be protected.
Utility model content
Technical problem to be solved in the utility model is：It is cast-in-place to provide a kind of beam column of assembly concrete frame structure
Node dedicated aluminium alloy template.
Above-mentioned technical problem is solved, technical solution is as follows used by the utility model：
The beam column cast-in-place node dedicated aluminium alloy template of a kind of assembly concrete frame structure, suitable for concreting
Beam column cast-in-place node of the region between the top surface of frame column pre-erection and the end face of Vierendeel girder, and the frame column is prefabricated
Part has rectangular cross section, it is characterised in that：The beam column cast-in-place node dedicated aluminium alloy template is by aluminium alloy shell-like structure
Part and tie composition；The aluminium alloy sleeve-shaped member is made of the splicing of polylith aluminium alloy panels, the aluminium alloy sleeve-shaped member
Lower end is sleeved on outside the upper end of the frame column pre-erection and is mutually close to four sides of the frame column pre-erection, with
So that in the concreting region is enclosed in by the aluminium alloy sleeve-shaped member, also, the aluminium alloy sleeve-shaped member
Upper end is equipped with notch, so that the notch is mutually close to the side of the Vierendeel girder and the end face of the Vierendeel girder is closed with the aluminium
The inside of golden sleeve-shaped member is connected, and the upper surface of the aluminium alloy sleeve-shaped member is concordant with the upper surface of the Vierendeel girder；It is described
Tie is mounted on outside the lower end of the aluminium alloy sleeve-shaped member, and the aluminium alloy sleeve-shaped member banding is pre- in the frame column
Outside the upper end of part processed.
Preferred embodiment as the utility model：The aluminium alloy sleeve-shaped member is pasted with the frame column pre-erection
The medial surface position of conjunction is equipped with groove, and rubber layer is filled in the groove.
Preferred embodiment as the utility model：If the aluminium alloy panels for forming the aluminium alloy sleeve-shaped member include
The L-type aluminium alloy plate of dry block standardization and the aluminium horizontal panel of several pieces of standardization, wherein, the plate of the L-type aluminium alloy plate
Main body has l-shaped cross section, and the plate body of the aluminium horizontal panel has linear type cross section, the L-type aluminium alloy plate
Plate body both sides and the plate body both sides of aluminium horizontal panel are respectively provided with right angle flanging, and the right angle flanging be provided with it is multiple
Vertically spaced apart through-hole；The L-type aluminium alloy plate and aluminium horizontal panel splice in the following manner described in composition
Aluminium alloy sleeve-shaped member：If first, two sides in the frame column pre-erection corner not respectively with described in same root
The side of Vierendeel girder is concordant with end face, then in the corner, the L-type aluminium alloy plate is arranged in fitting, if the prefabricated portion of the frame column
Two sides for being divided to certain corner are concordant with the side of Vierendeel girder described in same root and end face respectively, then in two sides in the corner
One piece of aluminium horizontal panel is respectively arranged, also, the plate body of two pieces of aluminium horizontal panels is close to the corner respectively
Two sides, the plate body of first piece of aluminium horizontal panel are also close to the Vierendeel girder side concordant with the corner side
Face, the right angle flanging of second piece of aluminium horizontal panel are close to the plate body of first piece of aluminium horizontal panel, and
It is close to the bottom surface of the Vierendeel girder at the top of two pieces of aluminium horizontal panels, to form lacking for the aluminium alloy sleeve-shaped member
Mouthful；Second, several pieces of aluminium horizontal panels are respectively arranged on four sides of the frame column pre-erection, and the aluminium
The plate body of alloy surface plate is close to the side of the frame column pre-erection, so that being arranged in the frame column pre-erection
The right angle flanging of adjacent two pieces of aluminium horizontal panels is mutually close to and adjacent L-type aluminium alloy plate and aluminium on same side
The right angle flanging of alloy surface plate is mutually close to, wherein, it is arranged in the top of the aluminium horizontal panel of the Vierendeel girder position
The bottom surface of the Vierendeel girder is close in portion, to form the notch of the aluminium alloy sleeve-shaped member；Third, for adjacent two blocks of aluminium
Alloy surface plate and adjacent L-type aluminium alloy plate and aluminium horizontal panel, the right angle being mutually close to across them by using pin
The through-hole on flanging, they are linked together, and the aluminium alloy sleeve-shaped member is formed with splicing.
Preferred embodiment as the utility model：For the adjacent two pieces aluminium horizontal panels and adjacent L
Type aluminium alloy plate and aluminium horizontal panel, the splicing seams between them vertically extend.
Preferred embodiment as the utility model：The tie includes two groups of clamp systems；The clamping machine
Structure is made of two back cords and two sets of split bolts, and two back cords are coplanar to be arranged and positioned at the aluminium alloy shell-like structure
Two outsides of part, and two back cords are equipped with the sliding slot for extending along direction setting, the both ends of two sets of split bolts
It is respectively mounted on two back cords, and two sets of split bolts are located at two outsides of the aluminium alloy sleeve-shaped member,
So that：Split bolt described in every suit can be slided along the sliding slot of the back cord, to adjust two back cords and two sets pairs
The size of bolt institute envelope surface product is drawn, and two sets of split bolts can apply two back cords the opposite pulling force in direction,
Two back cords are clamped in outside the lower end of the aluminium alloy sleeve-shaped member；Also, clamp system described in one of which
Two back cords are parallel to the opposite side arrangement of two of which of the frame column pre-erection, clamp system described in another group
Two back cords are parallel to other two opposite side arrangement of the frame column pre-erection, to realize two groups of clamping machines
Structure is by the aluminium alloy sleeve-shaped member banding outside the upper end of the frame column pre-erection.
Preferred embodiment as the utility model：The frame column pre-erection is center pillar, and the concrete pours
It builds region to be located between the top surface of the center pillar and the end face of four Vierendeel girders, and four Vierendeel girders are respectively positioned at the center pillar
Four sides, and four Vierendeel girders belong to its side and end face not respectively with the frame column pre-erection corner
The concordant situation in two sides；
The upper end of the aluminium alloy sleeve-shaped member is equipped with four notches for corresponding to four Vierendeel girders respectively.
Preferred embodiment as the utility model：The frame column pre-erection is side column, and the concrete pours
It builds region to be located between the top surface of the side column and the end face of three Vierendeel girders, and three Vierendeel girders are respectively positioned at the side column
Three sides, also, the two frame girders positioned at opposite two sides of the side column belong to its side and end face respectively with it is described
The concordant situation in two sides in frame column pre-erection corner, remaining Vierendeel girder belongs to its side and end face is not divided
The not situation concordant with two sides in the frame column pre-erection corner；
The upper end of the aluminium alloy sleeve-shaped member sets that there are three correspond to the notches of three Vierendeel girders respectively.
Preferred embodiment as the utility model：The frame column pre-erection is corner post, and the concrete pours
It builds region to be located between the top surface of the corner post and the end face of two frame girders, and the two frame girders are located at the corner post phase respectively
Two adjacent sides, also, two frame girders belong to its side and end face respectively with the frame column pre-erection corner
The concordant situation in two sides；
The upper end of the aluminium alloy sleeve-shaped member sets that there are two correspond to the notches of the two frame girders respectively.
Compared with prior art, the utility model has the advantages that：
First, the beam column cast-in-place node dedicated aluminium alloy template of the utility model is by aluminium alloy sleeve-shaped member and tie group
Into by the use of frame column pre-erection and Vierendeel girder as the supporting surface of aluminium alloy sleeve-shaped member, and enabling aluminum alloy to sleeve-shaped member
Will not stop again while being mutually close to frame column pre-erection and Vierendeel girder respectively concreting region respectively with frame
Column pre-erection is connected with Vierendeel girder, also, tie can be ensured that filling concrete during aluminium alloy sleeve-shaped member do not rise
Mould, not quick-fried mould, therefore, the utility model realize safely and effectively going along with sb. to guard him to concreting region so that are poured in coagulation
The concrete of native casting area can effectively be combined with frame column pre-erection and Vierendeel girder, and can be obtained concrete finished surface and be put down
The whole smooth good construction effect for saving plaster process, moreover, the installation of aluminium alloy sleeve-shaped member and tie is simple, aluminium closes
Golden sleeve-shaped member and tie can be removed very easily after the completion of node construction, improve construction efficiency, ensure that and apply
Working medium amount.
Second, the utility model can be showed using the characteristic that rubber layer compressibility is strong, density is good not influencing beam column
Under the premise of pouring node compact dimensions, strengthen fastening effect of the tie to aluminium alloy sleeve-shaped member, block aluminium alloy sleeve-shaped member
With the gap between frame column pre-erection, leaked outside in filling process with effectively placing concrete.
Third, the L-type aluminium alloy plate and the aluminium horizontals of several pieces of standardization that the utility model is standardized using several pieces
Panel splicing forms aluminium alloy sleeve-shaped member, L-type aluminium alloy plate and aluminium horizontal panel all can be factory's batch production mark
Quasi- component, also, by adjusting the quantity of L-type aluminium alloy plate and aluminium horizontal panel, you can splicing composition is adapted to not similar shape
The aluminium alloy sleeve-shaped member of formula and size beam column cast-in-place node is (" different form " i.e.：The phase of frame column pre-erection and Vierendeel girder
To position difference, as frame column pre-erection for center pillar, side column, corner post three kinds of situations, " different sizes " i.e.：Frame column is prefabricated
Part and the varying cross-section size of Vierendeel girder), therefore, the utility model has the aluminium that assembling construction is simple and convenient, standardizes
The advantages of alloy plate can be recycled, is versatile, energy conservation and environmental protection.
4th, the tie of the utility model using two groups of clamp systems, and clamp system by two back cords and two sets to drawing
Bolt forms, and by sliding split bolt along the sliding slot of back cord, can adjust the size of clamp system institute envelope surface product so that tie
It can be applied to have on the frame column pre-erection of varying cross-section size.
Description of the drawings
The utility model is described in further detail in the following with reference to the drawings and specific embodiments：
When Fig. 1 is the beam column cast-in-place node dedicated aluminium alloy template for not installing the utility model, the utility model embodiment
One front view of beam column cast-in-place node applied；
Fig. 2 is the A-A sectional views of Fig. 1；
Fig. 3 is the utility model embodiment one after the beam column cast-in-place node dedicated aluminium alloy template for installing the utility model
The front view of beam column cast-in-place node applied；
Fig. 4 is the A-A sectional views of Fig. 3；
Fig. 5 is the B-B sectional views of Fig. 3；
When Fig. 6 is the beam column cast-in-place node dedicated aluminium alloy template for not installing the utility model, the utility model embodiment
Two front views of beam column cast-in-place node applied；
Fig. 7 is the A-A sectional views of Fig. 6；
Fig. 8 is the utility model embodiment two after the beam column cast-in-place node dedicated aluminium alloy template for installing the utility model
The front view of beam column cast-in-place node applied；
Fig. 9 is the A-A sectional views of Fig. 8；
Figure 10 is the B-B sectional views of Fig. 8；
When Figure 11 is the beam column cast-in-place node dedicated aluminium alloy template for not installing the utility model, the utility model embodiment
Three front views of beam column cast-in-place node applied；
Figure 12 is the A-A sectional views of Figure 11；
Figure 13 is the utility model embodiment three after the beam column cast-in-place node dedicated aluminium alloy template for installing the utility model
The front view of beam column cast-in-place node applied；
Figure 14 is the A-A sectional views of Figure 13；
Figure 15 is the B-B sectional views of Figure 13.
Specific embodiment
As shown in Fig. 1 to Figure 15, the utility model discloses that a kind of beam column of assembly concrete frame structure is cast-in-place
Node dedicated aluminium alloy template is located at the top surface of frame column pre-erection 1 and Vierendeel girder 2 suitable for concreting region S
Beam column cast-in-place node between end face, and frame column pre-erection 1 has rectangular cross section, concreting region S is with being laid with
Floor 3 on Vierendeel girder 2 is connected.
The inventive concept of the utility model is：
Beam column cast-in-place node dedicated aluminium alloy template is made of aluminium alloy sleeve-shaped member 4 and tie 5；Aluminium alloy sleeve-shaped member
4 are made of the splicing of polylith aluminium alloy panels, and the lower end of aluminium alloy sleeve-shaped member 4 is sleeved on outside the upper end of frame column pre-erection 1
And be mutually close to four sides of frame column pre-erection 1, so that aluminium alloy sleeve-shaped member 4 encloses concreting region S
Including conjunction, also, the upper end of aluminium alloy sleeve-shaped member 4 is equipped with notch 4a, so that notch 4a and the side of Vierendeel girder 2 are mutually tight
The end face of patch and Vierendeel girder 2 is connected with the inside of aluminium alloy sleeve-shaped member 4, upper surface and the Vierendeel girder 2 of aluminium alloy sleeve-shaped member 4
Upper surface it is concordant；Tie 5 is mounted on outside the lower end of aluminium alloy sleeve-shaped member 4, by 4 banding of aluminium alloy sleeve-shaped member in frame
Outside the upper end of column pre-erection 1.
The occupation mode of the beam column cast-in-place node dedicated aluminium alloy template of the utility model is as follows：
After the reinforcing bars installed in place and between them in frame column pre-erection 1 and Vierendeel girder 2 complete connection, first,
Releasing agent is brushed, then each piece of aluminium alloy panels are installed in the medial surface of each piece of aluminium alloy panels of aluminium alloy sleeve-shaped member 4
Simultaneously splice as aluminum alloy sleeve shape component 4 upper end of frame column pre-erection 1；Then, tie 5 is installed, by aluminum alloy sleeve
4 banding of shape component is outside the upper end of frame column pre-erection 1, it is ensured that aluminium alloy sleeve-shaped member 4 is not during filling concrete
Rise mould, not quick-fried mould；Finally, to the inside concrete perfusion of aluminium alloy sleeve-shaped member 4, and column is removed successively after the concrete has set
Hoop 5 and aluminium alloy sleeve-shaped member 4 complete frame column pre-erection 1 and the construction of the beam column cast-in-place node of Vierendeel girder 2.
So as to which, the utility model is by the use of frame column pre-erection 1 and Vierendeel girder 2 as the support of aluminium alloy sleeve-shaped member 4
Face, and enable aluminum alloy to sleeve-shaped member 4 and will not stop while being close to respectively with frame column pre-erection 1 and 2 phase of Vierendeel girder
Concreting region S is connected, also, tie 5 can be ensured that concrete respectively with frame column pre-erection 1 and Vierendeel girder 2
Aluminium alloy sleeve-shaped member 4 does not rise mould, not quick-fried mould in filling process, and therefore, the utility model is realized to concreting region S
Safely and effectively go along with sb. to guard him so that the concrete for being poured in concreting region S can be with frame column pre-erection 1 and Vierendeel girder
2 effectively combine, and can obtain the good construction effect that concrete finished surface flat smooth saves plaster process, and aluminum alloy sleeve
Shape component 4 and tie 5 can be removed very easily after the completion of node construction.
On the basis of foregoing invention design, the utility model uses following preferred structure：
Preferred embodiment as the utility model：Aluminium alloy sleeve-shaped member 4 is bonded interior with frame column pre-erection 1
Sideway stance is equipped with groove, and rubber layer 6 is filled in the groove.So as to using 6 compressibility of rubber layer is strong, density is good
Characteristic, the utility model can under the premise of beam column cast-in-place node compact dimensions are not influenced, strengthen tie 5 to aluminum alloy sleeve
The fastening effect of shape component 4 blocks the gap between aluminium alloy sleeve-shaped member 4 and frame column pre-erection 1, is mixed with effective place
Solidifying soil leaks outside in filling process.
Preferred embodiment as the utility model：The aluminium alloy panels of aluminium alloy sleeve-shaped member 4 are formed including several
The L-type aluminium alloy plate 41 of block standardization and the aluminium horizontal panel 42 of several pieces of standardization, wherein, the plate of L-type aluminium alloy plate 41
Main body has l-shaped cross section, and the plate body of aluminium horizontal panel 42 has linear type cross section, the plate master of L-type aluminium alloy plate 41
Body both sides and the plate body both sides of aluminium horizontal panel 42 are respectively provided with right angle flanging, and (the right angle flanging mutually hangs down with plate body
Directly), and right angle flanging is provided with multiple vertically spaced apart through-holes；L-type aluminium alloy plate 41 and aluminium horizontal panel
42 splice composition aluminium alloy sleeve-shaped member 4 in the following manner：If first, two sides in 1 certain corner of frame column pre-erection
It is not concordant with the side of same root Vierendeel girder 2 and end face respectively, then arrangement L-type aluminium alloy plate 41 is bonded in the corner, if frame
Two sides in 1 certain corner of trestle pre-erection are concordant with the side of same root Vierendeel girder 2 and end face respectively, then in the corner
Two sides are respectively arranged one piece of aluminium horizontal panel 42, also, the plate body of two pieces of aluminium horizontal panels 42 is close to respectively
Two sides in the corner, it is concordant with the corner side that the plate body of first piece of aluminium horizontal panel 42 is also close to Vierendeel girder 2
Side, the right angle flanging of second piece of aluminium horizontal panel 42 are close to the plate body of first piece of aluminium horizontal panel 42, and second
The bottom surface of Vierendeel girder 2 is close at the top of block aluminium horizontal panel 42, to form the notch 4a of aluminium alloy sleeve-shaped member 4；Second,
It is respectively arranged several pieces of aluminium horizontal panels 42 on four sides of frame column pre-erection 1, and the aluminium horizontal panel 42
Plate body is close to the side of frame column pre-erection 1, so that being arranged on 1 same side of frame column pre-erection adjacent two pieces
The right angle flanging of aluminium horizontal panel 42 is mutually close to and the right angle of adjacent L-type aluminium alloy plate 41 and aluminium horizontal panel 42
Flanging is mutually close to, wherein, the bottom of Vierendeel girder 2 is close at the top for being arranged in the aluminium horizontal panel 42 of 2 position of Vierendeel girder
Face, to form the notch 4a of aluminium alloy sleeve-shaped member 4；Third, for adjacent two pieces of aluminium horizontal panels 42 and adjacent L-type
Aluminium alloy plate 41 and aluminium horizontal panel 42, the through-hole on right angle flanging being mutually close to across them by using pin 7, by it
Link together, with splicing form aluminium alloy sleeve-shaped member 4.So as to L-type aluminium alloy plate 41 and aluminium horizontal panel 42
Think the standard element of factory's batch production, also, by adjusting the quantity of L-type aluminium alloy plate 41 and aluminium horizontal panel 42,
I.e. sliceable composition is adapted to the aluminium alloy sleeve-shaped member 4 of different form and size beam column cast-in-place node (" different form " i.e.：Frame
Trestle pre-erection 1 is different from the relative position of Vierendeel girder 2, as frame column pre-erection 1 is center pillar, side column, three kinds of corner post
Situation, " different sizes " i.e.：The varying cross-section size of frame column pre-erection 1 and Vierendeel girder 2), therefore, the utility model tool
Have assembling construction it is simple and convenient, standardization aluminium alloy panels can be recycled, is versatile, energy conservation and environmental protection the advantages of.
Preferred embodiment as the utility model：For adjacent two pieces of aluminium horizontal panels 42 and adjacent L-type
Aluminium alloy plate 41 and aluminium horizontal panel 42, the splicing seams between them vertically extend, so that tie 5 closes aluminium
The pressuring action of golden sleeve-shaped member 4 more preferably, further reduces gap between adjacent two pieces of aluminium horizontal panels 42 and adjacent
L-type aluminium alloy plate 41 and aluminium horizontal panel 42 between gap.
Preferred embodiment as the utility model：Tie 5 includes two groups of clamp systems；Clamp system is by two back ofs the body
Stupefied 51 and two sets of split bolts 52 form, two back cords 51 it is coplanar arrange simultaneously be located at aluminium alloy sleeve-shaped member 4 two outside,
And two back cords 51 are equipped with the sliding slot 51a for extending along direction setting, the both ends of two sets of split bolts 52 are respectively mounted on
On two back cords 51, and two sets of split bolts 52 are located at two outsides of aluminium alloy sleeve-shaped member 4 so that：Every suit split bolt
52 can slide along the sliding slot 51a of back cord 51, to adjust the size of 52 envelope surface products of two back cords 51 and two sets of split bolts,
To be adapted to the frame column pre-erection 1 with varying cross-section size, and two sets of split bolts 52 can be to two back cords 51
Apply the opposite pulling force in direction, two back cords 51 are clamped in outside the lower end of aluminium alloy sleeve-shaped member 4；Also, one of which
The opposite side arrangement of two of which that two back cords 51 of clamp system are parallel to frame column pre-erection 1, another group of clamping
Two back cords 51 of mechanism are parallel to other two opposite side arrangement of frame column pre-erection 1, to realize two groups of clampings
Mechanism is by 4 banding of aluminium alloy sleeve-shaped member outside the upper end of frame column pre-erection 1.
Foregoing invention design is illustrated below by three embodiments
Embodiment one
As shown in Figures 1 to 5, when frame column pre-erection 1 is center pillar, concreting region S is located at the center pillar
Between top surface and the end face of four Vierendeel girders 2, and four Vierendeel girders 2 are located at four sides of the center pillar, and four frames respectively
Beam 2 belongs to its side and the end face not situation concordant with two sides in 1 certain corner of frame column pre-erection respectively；
The utility model embodiment one is based on foregoing invention design and above-mentioned preferred structure, employs side in detail below
Case：The upper end of aluminium alloy sleeve-shaped member 4 is equipped with four notch 4a for corresponding to four Vierendeel girders 2 respectively.
Embodiment two
As shown in Fig. 6 to Figure 10, when frame column pre-erection 1 is side column, concreting region S is located at the side column
Between top surface and the end face of three Vierendeel girders 2, and three Vierendeel girders 2 are located at three sides of the side column respectively, also, are located at and are somebody's turn to do
The two frame girders 2 of two opposite sides of side column belong to its side and end face respectively with 1 certain corner of frame column pre-erection
The concordant situation in two sides, remaining Vierendeel girder 2 belong to its side and end face not respectively with frame column pre-erection 1 certain
The concordant situation in two sides in corner；
The utility model embodiment two is based on foregoing invention design and above-mentioned preferred structure, employs side in detail below
Case：The upper end of aluminium alloy sleeve-shaped member 4 set there are three respectively correspond to three Vierendeel girders 2 notch 4a.
Embodiment three
As shown in Figure 11 to Figure 15, when frame column pre-erection 1 is corner post, concreting region S is located at the corner post
Top surface and two frame girders 2 end face between, and two frame girders 2 are located at adjacent two sides of the corner post respectively, also,
Two frame girders 2 belong to its side and the end face situation concordant with two sides in 1 certain corner of frame column pre-erection respectively；
The utility model embodiment three is based on foregoing invention design and above-mentioned preferred structure, employs side in detail below
Case：The upper end of aluminium alloy sleeve-shaped member 4 sets that there are two correspond to the notch 4a of two frame girders 2 respectively.
The utility model is not limited to above-mentioned specific embodiment, according to the above, according to the ordinary skill of this field
Knowledge and customary means, under the premise of the above-mentioned basic fundamental thought of the utility model is not departed from, the utility model can also be made
Equivalent modifications, replacement or the change of other diversified forms are all fallen among the scope of protection of the utility model.Such as：Splicing group
Other shapes can also be used in aluminium alloy panels into aluminium alloy sleeve-shaped member 4, it is ensured that it is fitted closely between aluminium alloy panels,
Other conventional connection modes can also be used in connecting method between aluminium alloy panels；The prefabricated portion of frame column at beam column cast-in-place node
Point 1 and Vierendeel girder 2 can also be other existing arrangements.
Claims (8)
1. a kind of beam column cast-in-place node dedicated aluminium alloy template of assembly concrete frame structure, suitable for concreting area
Beam column cast-in-place node of the domain (S) between the top surface of frame column pre-erection (1) and the end face of Vierendeel girder (2), and the frame
Trestle pre-erection (1) has rectangular cross section, it is characterised in that：The beam column cast-in-place node dedicated aluminium alloy template is by aluminium
Alloy sleeve-shaped member (4) and tie (5) composition；The aluminium alloy sleeve-shaped member (4) is made of the splicing of polylith aluminium alloy panels, institute
State aluminium alloy sleeve-shaped member (4) lower end be sleeved on it is outside the upper end of the frame column pre-erection (1) and pre- with the frame column
Four sides of system part (1) are mutually close to, so that the aluminium alloy sleeve-shaped member (4) is by the concreting region (S)
In being enclosed in, also, the upper end of the aluminium alloy sleeve-shaped member (4) is equipped with notch (4a) so that the notch (4a) with it is described
The side of Vierendeel girder (2) is mutually close to and the end face of the Vierendeel girder (2) is connected with the inside of the aluminium alloy sleeve-shaped member (4),
The upper surface of the aluminium alloy sleeve-shaped member (4) is concordant with the upper surface of the Vierendeel girder (2)；The tie (5) is mounted on institute
Outside the lower end for stating aluminium alloy sleeve-shaped member (4), by aluminium alloy sleeve-shaped member (4) banding in the frame column pre-erection
(1) outside upper end.
2. the beam column cast-in-place node dedicated aluminium alloy template of assembly concrete frame structure according to claim 1, special
Sign is：The medial surface position that the aluminium alloy sleeve-shaped member (4) is bonded with the frame column pre-erection (1) is equipped with groove,
And rubber layer (6) is filled in the groove.
3. the beam column cast-in-place node dedicated aluminium alloy template of assembly concrete frame structure according to claim 1, special
Sign is：The aluminium alloy panels for forming the aluminium alloy sleeve-shaped member (4) include the L-type aluminium alloy plate (41) of several pieces of standardization
The aluminium horizontal panel (42) standardized with several pieces, wherein, the plate body of the L-type aluminium alloy plate (41) is transversal with L-shaped
Face, the plate body of the aluminium horizontal panel (42) have linear type cross section, the plate body two of the L-type aluminium alloy plate (41)
Side and the plate body both sides of aluminium horizontal panel (42) are respectively provided with right angle flanging, and the right angle flanging be provided with it is multiple along perpendicular
Nogata is to spaced apart through-hole；The L-type aluminium alloy plate (41) and aluminium horizontal panel (42) splice composition in the following manner
The aluminium alloy sleeve-shaped member (4)：If first, two sides in the frame column pre-erection (1) certain corner not respectively with
The side of Vierendeel girder described in same root (2) is concordant with end face, then in the corner, the L-type aluminium alloy plate (41) is arranged in fitting, such as
The side and end face with Vierendeel girder described in same root (2) respectively of two sides in frame column pre-erection (1) certain corner described in fruit
Concordantly, then one piece of aluminium horizontal panel (42), also, two pieces of aluminium horizontals are respectively arranged in two sides in the corner
The plate body of panel (42) is close to two sides in the corner respectively, and the plate body of first piece of aluminium horizontal panel (42) is also
It is close to the Vierendeel girder (2) side concordant with the corner side, the right angle of second piece of aluminium horizontal panel (42) turns up
While it is close to the plate body of first piece of aluminium horizontal panel (42), and the top of second piece of aluminium horizontal panel (42) is tight
The bottom surface of the Vierendeel girder (2) is pasted, to form the notch (4a) of the aluminium alloy sleeve-shaped member (4)；Second, in the frame column
Several pieces of aluminium horizontal panels (42), and the aluminium horizontal panel are respectively arranged on four sides of pre-erection (1)
(42) plate body is close to the side of the frame column pre-erection (1), so that being arranged in the frame column pre-erection (1)
The right angle flanging of adjacent two pieces of aluminium horizontal panels (42) is mutually close to and adjacent L-type aluminium alloy plate on same side
(41) the right angle flanging with aluminium horizontal panel (42) is mutually close to, wherein, it is arranged in the aluminium of the Vierendeel girder (2) position
It is close to the bottom surface of the Vierendeel girder (2) at the top of alloy surface plate (42), to form the notch of the aluminium alloy sleeve-shaped member (4)
(4a)；Third, for the adjacent two pieces aluminium horizontal panels (42) and adjacent L-type aluminium alloy plate (41) and aluminium horizontal
They are connected to one by panel (42), the through-hole on right angle flanging being mutually close to across them by using pin (7)
It rises, the aluminium alloy sleeve-shaped member (4) is formed with splicing.
4. the beam column cast-in-place node dedicated aluminium alloy template of assembly concrete frame structure according to claim 3, special
Sign is：For the adjacent two pieces aluminium horizontal panels (42) and adjacent L-type aluminium alloy plate (41) and flat surface of aluminum alloy
Plate (42), the splicing seams between them vertically extend.
5. the beam column cast-in-place node dedicated aluminium alloy template of assembly concrete frame structure according to claim 1, special
Sign is：The tie (5) includes two groups of clamp systems；The clamp system is by two back cords (51) and two sets to drawing spiral shell
Bolt (52) forms, and two back cords (51) are coplanar to arrange and positioned at two outsides of the aluminium alloy sleeve-shaped member (4), and
Two back cords (51) are equipped with the sliding slot (51a) for extending along direction setting, the both ends of two sets of split bolts (52)
It is respectively mounted on two back cords (51), and two sets of split bolts (52) are positioned at the aluminium alloy sleeve-shaped member
(4) two outsides so that：Split bolt described in every suit (52) can be slided along the sliding slot (51a) of the back cord (51), with
Adjust the size of two back cords (51) and two sets of split bolt (52) institute envelope surface products, and two sets of split bolts (52) energy
It is enough to apply the opposite pulling force in direction to two back cords (51), two back cords (51) are clamped in the aluminum alloy sleeve
Outside the lower end of shape component (4)；Also, it is prefabricated that two back cords (51) of clamp system described in one of which are parallel to the frame column
The partly opposite side arrangement of the two of which of (1), two back cords (51) of clamp system described in another group are parallel to the frame
Other two opposite side arrangement of trestle pre-erection (1), to realize two groups of clamp systems by the aluminum alloy sleeve
Shape component (4) banding is outside the upper end of the frame column pre-erection (1).
6. it is closed according to the special aluminium of the beam column cast-in-place node of assembly concrete frame structure described in claim 1 to 5 any one
Golden template, it is characterised in that：The frame column pre-erection (1) is center pillar, and the concreting region (S) is in this
Between the top surface of column and the end face of four Vierendeel girders (2), and four Vierendeel girders (2) are located at four sides of the center pillar respectively
Face, and four Vierendeel girders (2) belong to its side and end face not respectively with certain corner of frame column pre-erection (1)
The concordant situation in two sides；
The upper end of the aluminium alloy sleeve-shaped member (4) is equipped with four notches for corresponding to four Vierendeel girders (2) respectively
(4a)。
7. it is closed according to the special aluminium of the beam column cast-in-place node of assembly concrete frame structure described in claim 1 to 5 any one
Golden template, it is characterised in that：The frame column pre-erection (1) is side column, and the concreting region (S) is positioned at the side
Between the top surface of column and the end face of three Vierendeel girders (2), and three Vierendeel girders (2) are located at three sides of the side column respectively
Face, also, the two frame girders (2) positioned at opposite two sides of the side column belong to its side and end face respectively with the frame
The concordant situation in two sides in column pre-erection (1) certain corner, remaining Vierendeel girder (2) belong to its side and end face not
The situation concordant with two sides in certain corner of frame column pre-erection (1) respectively；
The upper end of the aluminium alloy sleeve-shaped member (4) sets that there are three correspond to the notches of three Vierendeel girders (2) respectively
(4a)。
8. it is closed according to the special aluminium of the beam column cast-in-place node of assembly concrete frame structure described in claim 1 to 5 any one
Golden template, it is characterised in that：The frame column pre-erection (1) is corner post, and the concreting region (S) is positioned at the angle
Between the top surface of column and the end face of two frame girders (2), and the two frame girders (2) are located at adjacent two of the corner post respectively
Side, also, two frame girders (2) belong to its side and end face respectively with certain corner of frame column pre-erection (1)
The concordant situation in two sides；
The upper end of the aluminium alloy sleeve-shaped member (4) sets that there are two correspond to the notches of the two frame girders (2) respectively
(4a)。
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| Publication number | Priority date | Publication date | Assignee | Title |
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| CN107916780A (en) * | 2017-10-18 | 2018-04-17 | 广东省建科建筑设计院有限公司 | The beam column cast-in-place node dedicated aluminium alloy template of assembly concrete frame structure |
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2017
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Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
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| CN107916780A (en) * | 2017-10-18 | 2018-04-17 | 广东省建科建筑设计院有限公司 | The beam column cast-in-place node dedicated aluminium alloy template of assembly concrete frame structure |
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