CN104234411B - Beam slab aluminum alloy mould plate structural system - Google Patents
Beam slab aluminum alloy mould plate structural system Download PDFInfo
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- CN104234411B CN104234411B CN201310248225.4A CN201310248225A CN104234411B CN 104234411 B CN104234411 B CN 104234411B CN 201310248225 A CN201310248225 A CN 201310248225A CN 104234411 B CN104234411 B CN 104234411B
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- 229910000838 Al alloy Inorganic materials 0.000 title claims abstract description 42
- 238000010276 construction Methods 0.000 claims abstract description 57
- 239000004567 concrete Substances 0.000 claims description 12
- -1 intensity Inorganic materials 0.000 abstract description 2
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 abstract description 2
- 238000010586 diagram Methods 0.000 description 19
- 230000008901 benefit Effects 0.000 description 5
- 238000005266 casting Methods 0.000 description 4
- 238000000034 method Methods 0.000 description 4
- 230000015572 biosynthetic process Effects 0.000 description 3
- 230000002787 reinforcement Effects 0.000 description 3
- 229910000831 Steel Inorganic materials 0.000 description 2
- 230000002708 enhancing effect Effects 0.000 description 2
- 239000010959 steel Substances 0.000 description 2
- PEDCQBHIVMGVHV-UHFFFAOYSA-N Glycerine Chemical compound OCC(O)CO PEDCQBHIVMGVHV-UHFFFAOYSA-N 0.000 description 1
- XAGFODPZIPBFFR-UHFFFAOYSA-N aluminium Chemical compound [Al] XAGFODPZIPBFFR-UHFFFAOYSA-N 0.000 description 1
- 229910052782 aluminium Inorganic materials 0.000 description 1
- 239000004411 aluminium Substances 0.000 description 1
- 230000007797 corrosion Effects 0.000 description 1
- 238000005260 corrosion Methods 0.000 description 1
- 230000007547 defect Effects 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 238000009415 formwork Methods 0.000 description 1
- PCHJSUWPFVWCPO-UHFFFAOYSA-N gold Chemical compound [Au] PCHJSUWPFVWCPO-UHFFFAOYSA-N 0.000 description 1
- 239000010931 gold Substances 0.000 description 1
- 229910052737 gold Inorganic materials 0.000 description 1
- 238000003780 insertion Methods 0.000 description 1
- 230000037431 insertion Effects 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 210000003205 muscle Anatomy 0.000 description 1
- 239000011150 reinforced concrete Substances 0.000 description 1
- 238000003466 welding Methods 0.000 description 1
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Abstract
The present invention proposes a kind of beam slab aluminum alloy mould plate structural system, some side templates, some inner corner trim moulds, some floor flat die plates, some cross girders, some top templates and some columns that makes including aluminium alloy；The inner corner trim mould is located at the joint of the sidepiece construction surface and the top construction surface, for the detachably connected side template and the floor flat die plate simultaneously；The end of the cross girder is removably attachable on the inner corner trim mould, in order to support the floor flat die plate and the backform to pull；The column is removably connected with the cross girder, for supporting the cross girder；The column is also supported in the top template bottom.Dismountable connected mode is adopted between each component of the present invention, in assembly and disassembly, operation is simple, so that the short construction period of floor, and this template system is made using aluminium alloy, intensity, water resistance and decay resistance are all higher, it is unlikely to deform in work progress, can guarantee that the dimensional accuracy of floor.
Description
Technical field
The present invention relates to building template technical field, more particularly to a kind of in its surface applying reinforced concrete formation building
The beam slab aluminum alloy mould plate structural system of plate.
Background technology
In building floor, engineer is usually used plank to construct building template, applies armored concrete on plank sheathing
Form floor.But operation of the plank sheathing in charge-coupled template or form removal is numerous and diverse, cause the long construction period of floor, and
The intensity of plank sheathing is relatively low, and wear-resisting, waterproof and corrosion resistant performance are also poor, are easily deformed, it is impossible to ensure building after Long-Time Service
The dimensional accuracy of plate.
Content of the invention
The technical problem to be solved in the present invention is, for plank sheathing complex procedures in prior art and intensity is relatively low lacks
Sunken defect proposes a kind of aluminum alloy building template system.
In order to solve above-mentioned technical problem, the present invention proposes a kind of beam slab aluminum alloy mould plate structural system, closes including aluminium
Some side templates, some inner corner trim moulds, some floor flat die plates, some cross girders, some top templates and some columns that gold is made；
Some side templates mutually splice the sidepiece construction surface for constituting the beam slab aluminum alloy mould plate structural system, some
The floor flat die plate and some top templates mutually splice the top for constituting the beam slab aluminum alloy mould plate structural system
Construction surface；
The inner corner trim mould is located at the joint of the sidepiece construction surface and the top construction surface, for removably simultaneously
Connect the side template and the floor flat die plate；
The end of the cross girder is removably attachable on the inner corner trim mould, in order to support floor flat die plate；
The column is removably connected with the crossbeam, for supporting the crossbeam；
The column is also supported in the top template bottom.
In above-mentioned beam slab aluminum alloy mould plate structural system, the inner corner trim mould also includes the inner corner trim of two mutual vertical connections
Side plate, the side of inner corner trim side plate described in two are extended vertically and are formed with inner corner trim installing plate, cloudy described in inner corner trim side plate and two described in two
Angle installing plate surrounds into a untight rectangular box, and wherein described in one, inner corner trim installing plate is removably connected with the side template
Connect, another inner corner trim installing plate is detachably connected with the floor flat die plate.
In above-mentioned beam slab aluminum alloy mould plate structural system, the cross girder includes that the son that some head and the tail connect successively is horizontal
Beam, the two ends of the sub- crossbeam are respectively arranged with first connecting portion and second connecting portion；
The first connecting portion of the sub- crossbeam be used for detachably connected with the second connecting portion of another sub- crossbeam or with
The inner corner trim mould is detachably connected；
The second connecting portion of the sub- crossbeam be used for detachably connected with the first connecting portion of another sub- crossbeam or with
The inner corner trim mould is detachably connected.
In above-mentioned beam slab aluminum alloy mould plate structural system, the sub- crossbeam includes two sons in strip being parallel to each other
The sub- main body of cross-beam connecting portion of two sub- main body of cross-beam of main body of cross-beam and connection.
In above-mentioned beam slab aluminum alloy mould plate structural system, the column includes column cylinder, column base plate and column
Supporting part, the column base plate are fixedly installed in the bottom of the column cylinder, and the upright supports portion is fixedly installed in described
Column cylinder, the upright supports portion are used for carrying the crossbeam, and the upper end of the column cylinder is used for supporting the backform
Plate.
In above-mentioned beam slab aluminum alloy mould plate structural system, the upright supports portion is overall into " L " type, including mutually hanging down
Straight fixed part and supporting part, the fixed part are removably installed in the column cylinder, and the supporting part is used for supporting institute
State cross girder detachably connected with the cross girder.
In above-mentioned beam slab aluminum alloy mould plate structural system, positioned at the first connecting portion or second of the cross girder end
Connecting portion has one to stretch out block, and the block that stretches out is fitted with the interior lower plane of the inner corner trim mould, and the block that stretches out offers half
Circular hole, the semicircle orifice are concentric with the hole of lower plane in inner corner trim mould, and the block that stretches out is connected with inner corner trim mould pin by above-mentioned hole.
Implement beam slab aluminum alloy mould plate structural system of the present invention, its advantage is, adopt between each component of the present invention
Dismountable connected mode is used, operation is simple in assembly and disassembly so that the short construction period of floor, and this template system is adopted
Made with aluminium alloy, intensity, water resistance and decay resistance are all higher, are unlikely to deform in work progress, can guarantee that floor
Dimensional accuracy.
Description of the drawings
Below in conjunction with drawings and Examples, the invention will be further described, in accompanying drawing：
Fig. 1 is the dimensional structure diagram of the preferred embodiment of beam slab aluminum alloy mould plate structural system of the present invention；
Fig. 2 is the front view of the side template shown in Fig. 1；
Fig. 3 is the dimensional structure diagram of the side template for being provided with the first plug and cross rib plate；
Fig. 4 is the dimensional structure diagram of the first plug in Fig. 3；
Fig. 5 is the enlarged drawing of structure at A in Fig. 3；
Fig. 6 is the enlarged drawing of structure at B in Fig. 3；
Fig. 7 is the dimensional structure diagram of cross rib plate in Fig. 3；
Fig. 8 is the dimensional structure diagram of another angle of side template shown in Fig. 3；
Fig. 9 is the enlarged drawing of structure at C in Fig. 8；
Figure 10 is the dimensional structure diagram of the first inner corner trim mould in Fig. 1；
Figure 11 is the front view of the first inner corner trim mould shown in Figure 10；
Figure 12 is the dimensional structure diagram of the second inner corner trim mould in Fig. 1；
Dimensional structure diagrams of the Figure 13 for Fig. 1 middle cross beam bodies；
Figure 14 is the dimensional structure diagram of the sub- crossbeam for being located at cross girder end in 13；
Figure 15 is the dimensional structure diagram of the sub- crossbeam for being located at the non-end of cross girder in 13；
Dimensional structure diagrams of the Figure 16 for Fig. 1 central posts；
Figure 17 is the enlarged drawing of structure at C in Figure 16；
Figure 18 is the dimensional structure diagram of longer floor flat die plate in the construction surface of top；
Figure 19 is the dimensional structure diagram of shorter floor flat die plate and top template in the construction surface of top；
Figure 20 is the dimensional structure diagram of the floor flat die plate shown in Figure 19 and another angle of top template；
Figure 21 is the dimensional structure diagram of the top template shown in Figure 19；
Figure 22 is the dimensional structure diagram of another angle of top template shown in Figure 21；
Figure 23 is the front view of the top template shown in Figure 22；
Sectional views of the Figure 24 for Section A-A in the top template shown in Figure 23；
Figure 25 is the dimensional structure diagram of the second plug in Figure 21；
Figure 26 is the dimensional structure diagram of another angle of the second plug shown in Figure 25；
Figure 27 is the structural representation for applying concrete in aluminum alloy building template architecture；
Figure 28 is structural representation after the structural demolition side template shown in Figure 27, floor flat die plate and top template；
Figure 29 is the structural demolition column and the structural representation after top template shown in Figure 28.
Specific embodiment
Referring to Fig. 1, a kind of beam slab aluminum alloy mould plate structural system of the invention is installed on supporting surface 7000, supporting surface 7000
Can be ground or be other supporting planes, the present invention is used in its outer surface assembling reinforcement casting concrete in order to being formed
Floor 6000 as shown in figure 29.This schematic diagram only intercepts a part of section for stating its feature.Form the another of concrete walls
Side side template is not shown.
Some side templates 100 that the present invention is made including aluminium alloy, some inner corner trim moulds 2000, some floor flat die plates 300,
Some cross girders 3000, some top templates 500, some columns 5000.
The mutual splicing of some side templates 100 constitutes the sidepiece construction surface 1000 of the beam slab aluminum alloy mould plate structural system,
Dismountable connecting method is adopted when splicing some side templates 100；.Some floor flat die plates 300 and some top templates 500 are mutual
Splicing constitutes the top construction surface 4000 of the beam slab aluminium alloy structure system, similarly splice some floor flat die plates 300 with
And during some top templates 500, it is also adopted by removably connecting method.When construction forms floor construction, construction surface at the top of which
4000 assembling reinforcements casting concrete in order to form attic plate, in its 1000 assembling reinforcement of sidepiece construction surface and casting concrete
In order to form side concrete walls or beam.
Inner corner trim mould 2000 is located at the joint of sidepiece construction surface and top construction surface, for detachably connected side form simultaneously
Plate 100 and floor flat die plate 300.
Cross girder 3000 is a strip component, and which is overlapped in inner corner trim mould 2000 and on column 5000, and cross girder 3000 is used
In support floor flat die plate 300 and top template 500.
Column 5000 is a strip component, and the bottom of column 5000 is installed on supporting surface 7000, and column 5000 is removably
It is connected with cross girder 3000, for support beam body 3000；Further, the upper end of column 5000 is also supported in top template
500 bottom.
In the present invention, inner corner trim mould 2000 includes the first inner corner trim mould 2100 and the second inner corner trim mould 2200, the first inner corner trim mould
2100 is in list structure, and the second inner corner trim mould is overall into " L " type, and including two orthogonal inner corner trim daughter boards, inner corner trim daughter board cuts
Face is identical with the first inner corner trim mould 2100.
First inner corner trim mould 2100 is installed on joint (the i.e. top construction surface 4000 of side template 100 and floor flat die plate 300
Joint with sidepiece construction surface 1000) and side template 100 and floor flat die plate 300 is simultaneously connected with, the first inner corner trim mould 2100 makes
The joint for obtaining side template 100 and floor flat die plate 300 forms a right-angle side.First inner corner trim mould 2100 is also installed on sidepiece construction
The corner (i.e. the joint of the first side construction surface and the second side construction surface) in face 1000, and it is adjacent to be simultaneously connected with the corner
Two side templates 100.First inner corner trim mould 2100 causes two side templates, 100 joint of corner to form a right-angle side.
Second inner corner trim mould 2200 be installed on the end of the side template 100 of above-mentioned corner and be simultaneously connected with side template 100 and
Floor flat die plate 300.
Specifically, with reference to Fig. 1, the first side construction surface is spliced by some side templates 100, if the second side construction surface by
Dry side template 100 is spliced.
With reference to Fig. 2 and Fig. 3, specifically, in " Qian " shape, side template 100 includes sub- top board for the cross section of side template 100
110 and the sub- side plate 120 for being formed is extended vertically by two sides of sub- top board 110.
The lateral surface of sub- top board 110 is a flat board, and used as the construction surface of armored concrete, the medial surface of sub- top board 110 sets
The two top ribs 111 be arrangeding in parallel are equipped with, the section for pushing up rib 111 is "T"-shaped, each top 111 central convex part of rib
Top is vertically connected with sub- top board 110 and constitutes I-shaped structure, and the benefit for arranging top rib 111 is to enhance sub- top board
110 structural strength.
Abutted surface of the lateral surface of sub- side plate 120 as side template 100, the lateral surface of sub- side plate 120 are one U-shaped recessed
Groove, is provided with both sides rib 121 in groove, in the present embodiment, the rectangular in cross-section of side rib bar 121 arranges side rib bar 121
Benefit is the structural strength for enhancing sub- side plate 120.Sub- side plate 120 is provided with pin-and-hole, and adjacent side template 100 passes through the pin-and-hole
Mutually it is fixedly connected.
Furthermore, the medial surface in sub- side plate 120 is also inwardly extended vertically and is formed with interior rib 122, in this enforcement
In example, interior rib 122 is parallel with sub- top board 110, and interior rib 122 is additionally provided with pin-and-hole.
Above-mentioned sub- top board 110 and sub- side plate 120 are integrally formed.
First side construction surface 1100 includes that 4 pieces of side templates 100 being mutually arranged side by side, adjacent side template 100 pass through pin
Or screw is mutually fixed.And the second side construction surface 1200 includes that 11 pieces of side templates 100 being arranged side by side, adjacent side template 100 lead to
Cross pin or screw is mutually fixed.In the first side construction surface and the joint of the first side construction surface 1200, the first inner corner trim mould 2100 with
Side template 100 is mutually fixed also through pin or screw.
In order to strengthen the connectivity of the end of side template 100, with reference to Fig. 3 to Fig. 6, fix in the end of side template 100
First plug 200 is installed, the first plug 200 is overall to be in strip.
First plug 200 includes plug top board 210, has been downwardly extending first by the edge-perpendicular of plug top board 210
Plug side plate 220, two second plug side plates 230 and the 3rd plug side plate 240, the shape of the first plug side plate 220 and sub- top board
110 medial surface is adapted, and the first plug side plate 220 includes straight panel 221 and notch board 222, in straight panel 221 and sub- top board 110
Side fits, and notch board 222 is used for accommodating top rib 111, and notch board 222 is overall into " Qian " shape, and notch board 222 and top rib 111
Mutually fixed by pin or screw.
Second plug side plate 230 is used for fitting with the medial surface of sub- side plate 120, the second plug side plate 230 and sub- side plate
120 are mutually fixed by pin or screw.3rd plug side plate 240 is used for connecting two second plug side plates 230, the 3rd plug side
Plate 240 is parallel with the first plug side plate 220.
The benefit that the first plug 200 is arranged at the two ends of side template 100 is to be formed at the two ends of side template 100 and have one
The mounting surface (because side template 100 is relatively thin, its end is difficult as mounting surface) of fixed width degree, the first plug 200 is also to side template 100
Two ends formed protection.The first plug 200 for being located at 100 lower end of side template is contacted with supporting surface 7000, positioned at side template 100
First plug 200 of upper end is used for installing inner corner trim mould 2000 and cross girder 3000.Plug top board 210 due to the first plug 200
It is additionally provided with installing hole 211 (pin-and-hole or screwed hole) so that the end of side template 100 is easy to pass through screw with inner corner trim mould 2000
Or pin connection.
With reference to Fig. 7 to Fig. 9, the cross rib plate parallel with the first plug 200 is additionally provided with the medial surface of side template 100
700, its cross section of cross rib plate 700, into " Z " font structure, including floor mainboard 710, and is in one by 710 both sides of floor mainboard
Determine the first floor side plate 720 and the second floor side plate 730 that angle extends formation in a reverse direction, the first floor side plate 720
It is parallel to each other with the second floor side plate, when cross rib plate 700 is installed on the medial surface of side template 100,720 He of the first floor side plate
Second floor side plate 730 is mutually fixedly connected by pin or screw with interior rib 122 and top rib 111 respectively.
With reference to Figure 10 to Figure 12, the first inner corner trim mould 2100 includes the inner corner trim side plate 2110 of two mutual vertical connections, in order to increase
The intensity of strong first inner corner trim mould 2100, the first inner corner trim mould 2100 also include an inner corner trim swash plate 2120, inner corner trim swash plate 2120 and Liang Yin
Angle side plate 2110 is mutually fixedly connected.The end of two inner corner trim side plates 2110 extends vertically and is formed with inner corner trim installing plate 2130.Two is cloudy
Angle side plate 2110 and two inner corner trim installing plates 2130 surround into a untight rectangle.A wherein inner corner trim installing plate 2130 is used for and the
One plug 200 is mutually fixedly mounted, and another inner corner trim installing plate 2130 is then mutually fixed with the floor flat die plate 300 of top construction surface 4000
Install.
With reference to Figure 12, the section of the second inner corner trim mould 2200 is identical with the first inner corner trim mould 2100, and the second inner corner trim mould 2200 is installed
In the corner of 1000 end of sidepiece construction surface, for being simultaneously connected with the first side construction surface, the second side construction surface 1200 and top
Portion's construction surface 4000.
Inner corner trim mould 2000 in the present invention is by the sidepiece construction surface 1000 being spliced by polylith side template 100 or by many
The top construction surface 4000 that block floor flat die plate 300 and top template 500 are spliced connects into an entirety, further enhancing
The intensity of aluminum alloy building template system of the present invention.
Furthermore, the first inner corner trim mould 2100 is also provided at connecting for the first side construction surface and the first side construction surface 1200
Place, for being simultaneously connected with the first side construction surface and the first side construction surface 1200.In this case, the inner corner trim of the first inner corner trim mould 2100
Installing plate 2130 is mutually fixedly connected by pin or screw with the sub- side plate 120 of side template 100.
Reference picture 13-15, aluminum alloy beams plate aluminum alloy formwork structure system of the present invention include two cross girders being parallel to each other
3000,3000 two ends of cross girder are overlapped in the top of two first side construction surfaces respectively, and cross girder 3000 is by some end to end
Sub- crossbeam 3100 connects and forms, and the two ends of sub- crossbeam 3100 are respectively arranged with first connecting portion 3130 and second connecting portion 3140,
First connecting portion 3130 be used for detachably connected with the second connecting portion 3140 of another sub- crossbeam 3100 or with inner corner trim mould
2000 is detachably connected；Second connecting portion 3140 is used for removably connecting with the first connecting portion 3130 of another sub- crossbeam 3100
Connect or detachably connected with inner corner trim mould 2000.
In fig. 14, the first connecting portion 3130 positioned at 3000 end of cross girder has one to stretch out block, and this stretches out block with the moon
The interior lower plane of angle mould 2000 fits, and this stretches out block and offers semicircle orifice, lower plane in the semicircle orifice and inner corner trim mould 2000
Hole is concentric, and this is stretched out block and is connected with 2000 pin of inner corner trim mould by above-mentioned hole.
Sub- crossbeam 3100 includes two sub- main body of cross-beam of the two sub- main body of cross-beam 3110 in strip being parallel to each other and connection
3110 sub- main body of cross-beam connecting portion 3120.Sub- main body of cross-beam 3110 and sub- main body of cross-beam connecting portion 3120 in the present embodiment
The hollow cylinder of rectangular in cross-section is, the side of sub- main body of cross-beam connecting portion 3120 is fixedly connected on sub- main body of cross-beam 3110
Side, the fixed form can be welding.
With reference to Figure 14 and Figure 15, in the present embodiment, positioned at the sub- crossbeam 3100 of 3000 end of cross girder and positioned at crossbeam
3100 structure of sub- crossbeam of 3000 non-end of body is slightly different.
Aluminum alloy building template system of the present invention is overlapped in two first side construction surfaces, two crossbeams using two cross girders 3000
Body 3000 and the first side construction surface 1200 are equally arranged,
Furthermore, with reference to Figure 16 to Figure 17, beam slab aluminum alloy mould plate structural system of the present invention also includes column 5000,
Column 5000 is used for support beam body 3000, and column 5000 includes column cylinder 5100, column base plate 5200 and two columns
Support part 5300, column base plate 5200 are fixedly installed in the bottom of column cylinder, and upright supports portion 5300 is fixedly installed in column post
The top of body 5100 is additionally operable to support top template 500. in order to bearing beam body 3000, the upper end of column cylinder 5100
Two upright supports portions 5300 are supported in the joint of sub- crossbeam 3100.Each of which upright supports portion 5300 overall into
" L " shape, including orthogonal fixed part 5310 and supporting part 5320, fixed part 5310 is provided with pin-and-hole, close to column
Correspondingly insertion is provided with pin-and-hole to the upper end of cylinder 5100, and the fixed part 5310 in two upright supports portions 5300 is sold by one
Nail is fixedly installed in the upper end of column cylinder 5100, on the whole, two upright supports portions, 5300 opposing parallel setting.
With reference to Fig. 1 and Figure 18 to Figure 26, top construction surface 4000 also includes 22 pieces of floor flat die plates 300 and 6 pieces of backforms
Plate 500, slightly larger than the spacing between two cross girders 3000, it is horizontal that floor flat die plate 300 is overlapped in two to the length of floor flat die plate 300
Between beam body 3000 or it is overlapped in cross girder 3000 and is located at the first inner corner trim mould 2100 of 1200 upper end of the first side construction surface
Between.
Floor flat die plate 300 is divided into two kinds according to length, shorter floor flat die plate 300 and longer floor flat die plate
300.
Top template 500 is integral for splicing with shorter floor flat die plate 300, when top template 500 and shorter building
When plate flat die plate 300 splices integral, its overall size is suitable with floor flat die plate 300.
In the present invention, side template 100, floor flat die plate 300 have section identical extruding aluminium alloy sectional cutting shape
Into.
Similar with side template 100, floor flat die plate 300 is also provided with the first plug 200 and cross rib plate 700.
Top template 500 is overall into " Qian " shape, extends vertically the side plate for being formed including top board 510 and by 510 both sides of top board
520, construction surface of the top board 510 as armored concrete, wherein side plate 520 are used for and are located at the first of floor flat die plate 300
Plug 200 mutually splices.
Side plate 520 is inwardly extended vertically away from the side of top board 510 and is formed with a floor 530, top board 510, biside plate 520
An accommodating chamber 540 is surrounded into two floors 530, accommodating chamber 540 is a untight rectangle, and the benefit for arranging floor 530 is which
Enhance the intensity of top template 500.
Furthermore, the end of top template 500 is additionally provided with the second plug 600, and the second plug 600 includes mainboard 610,
The shape of mainboard 610 and accommodating chamber 540 are adapted, and are extended by the edge-perpendicular of mainboard 610 and are formed with side plate 620, when second stifled
600 when being installed in top template 500, and side plate 620 is fitted with top board 510, biside plate 520 and two floors 530 simultaneously.?
Side plate 620 offers pin-and-hole, is conveniently mutually fixedly connected with side plate 520 or floor 530.Also pin-and-hole is offered in mainboard 610, convenient
Mainboard 610 is mutually fixedly connected with floor flat die plate 300.
The method that the appearance surface construction of above-mentioned beam slab aluminum alloy building template system forms floor is described below：
1. colligation wall steel bar, and side template 100 is installed, form sidepiece construction surface 1000.
2. inner corner trim mould 2000, cross girder 3000 and column 5000 are installed, lay floor flat die plate 300 and floor top template
500, and it is connected with each other firm, formation top construction surface 4000, reference Figure 27, the colligation floor steel of construction surface 4000 at top
Muscle, and casting concrete, form structure as shown in figure 27, and wherein, the upper end of column 5000 is also supported in top template 500.
2. the cross girder of aluminum alloy building template system of the present invention, after armored concrete reaches a certain intensity, is removed
3000, side template 100, floor flat die plate 300 retain top template 500 and column 5000, form structure as shown in figure 28.
4. with reference to Figure 29, column 5000 and top template 500 is removed, form the floor 6000 with reference to shown in Figure 29.
It should be appreciated that for those of ordinary skills, can be improved according to the above description or be converted,
And all these modifications and variations should all belong to the protection domain of claims of the present invention.
Claims (7)
1. a kind of beam slab aluminum alloy mould plate structural system, it is characterised in that some side templates for making including aluminium alloy, Ruo Ganyin
Angle mould, some floor flat die plates, some cross girders, some top templates and some columns；
Some side templates mutually splice the sidepiece construction surface for constituting the beam slab aluminum alloy mould plate structural system, some described
Floor flat die plate and some top templates mutually splice the top construction for constituting the beam slab aluminum alloy mould plate structural system
Face；
The inner corner trim mould is located at the joint of the sidepiece construction surface and the top construction surface, for simultaneously detachably connected
The side template and the floor flat die plate；
The end of the cross girder is removably attachable on the inner corner trim mould, in order to support the floor flat die plate and described
Top template；
The column is removably connected with the cross girder, for supporting the cross girder；
The column is also supported in the top template bottom；
Wherein, the side template includes that sub- top board and two sides by the sub- top board extend vertically the sub- side plate for being formed, described
The lateral surface of sub- top board is a plane, and used as the construction surface of armored concrete, it is parallel that the medial surface of the sub- top board is provided with two
The top rib of setting, the section of the top rib are "T"-shaped, each described top rib central convex part top and the son
Top board vertically connects and constitutes I-shaped structure,
Abutted surface of the lateral surface of the sub- side plate as the side template, the sub- side plate is a U-shaped groove, sets in groove
Both sides rib is equipped with, the sub- side plate is provided with the first pin-and-hole, and the adjacent side template is mutually fixed by first pin-and-hole
Connection, the medial surface of the sub- side plate also inwardly extend vertically to form interior rib, and the interior rib is parallel with the sub- top board,
The interior rib is additionally provided with the second pin-and-hole, and the sub- top board and the sub- side plate are integrally formed；
The end of the side template is installed with the first plug, and first plug is integrally in strip, the first plug bag
Include plug top board, be downwardly extending the first plug side plate by the edge-perpendicular of the plug top board, two the second plug sides
Plate and the 3rd plug side plate, the shape of the first plug side plate are adapted with the medial surface of the sub- top board, and described first
Plug side plate includes that straight panel and notch board, the straight panel are fitted with the medial surface of the sub- top board, and the notch board is used for housing institute
Top rib is stated, the notch board is overall into " Qian " type, and the notch board is mutually fixed by pin or screw with the top rib,
The second plug side plate is used for fitting with the medial surface of the sub- side plate, and the second plug side plate is logical with sub- side plate
Cross pin or screw is mutually fixed, the 3rd plug side plate is used for connecting two the second plug side plates, the 3rd plug
Side plate is parallel with the first plug side plate；
Be additionally provided with the cross rib plate parallel with first plug on the inside of the side template, the cross rib plate cross section into
" Z " font structure, first formed in predetermined angle in the opposite direction including floor mainboard and by the floor mainboard both sides
Floor side plate and the second floor side plate, the first floor side plate and the second floor side plate are parallel to each other, when the cross rib
When plate is installed on the medial surface of the side template, the first floor side plate and the second floor side plate respectively with the internal-rib
Bar is mutually fixedly connected by pin or screw with the top rib.
2. beam slab aluminum alloy mould plate structural system according to claim 1, it is characterised in that the inner corner trim mould also includes two
The inner corner trim side plate for connecting is mutually perpendicular to, the side of inner corner trim side plate described in two extends vertically and is formed with inner corner trim installing plate, described in two
Inner corner trim installing plate described in inner corner trim side plate and two surrounds into a untight rectangular box, wherein described in one inner corner trim installing plate with described
Side template is detachably connected, and another inner corner trim installing plate is detachably connected with the floor flat die plate.
3. beam slab aluminum alloy mould plate structural system according to claim 1, it is characterised in that the cross girder includes some
The sub- crossbeam that head and the tail connect successively, the two ends of the sub- crossbeam are respectively arranged with first connecting portion and second connecting portion；
The first connecting portion of the sub- crossbeam be used for detachably connected with the second connecting portion of another sub- crossbeam or with described
Inner corner trim mould is detachably connected；
The second connecting portion of the sub- crossbeam be used for detachably connected with the first connecting portion of another sub- crossbeam or with described
Inner corner trim mould is detachably connected.
4. beam slab aluminum alloy mould plate structural system according to claim 3, it is characterised in that the sub- crossbeam includes two-phase
Mutually the parallel sub- main body of cross-beam in strip and connection two sub- main body of cross-beam sub- main body of cross-beam connecting portion.
5. beam slab aluminum alloy mould plate structural system according to claim 1, it is characterised in that the column includes column post
Body, column base plate and upright supports portion, the column base plate are fixedly installed in the bottom of the column cylinder, the upright supports
Portion is fixedly installed in the column cylinder, and the upright supports portion is used for carrying the cross girder, the upper end of the column cylinder
Portion is used for supporting the top template.
6. beam slab aluminum alloy mould plate structural system according to claim 5, it is characterised in that upright supports portion entirety
Into " L " type, including orthogonal fixed part and supporting part, the fixed part is removably installed in the column cylinder, institute
Supporting part is stated for supporting the cross girder detachably connected with the cross girder.
7. beam slab aluminum alloy mould plate structural system according to claim 4, it is characterised in that positioned at the cross girder end
First connecting portion or second connecting portion have and one stretch out block, the block that stretches out is fitted with the interior lower plane of the inner corner trim mould,
The block that stretches out offers semicircle orifice, and the semicircle orifice is concentric with the hole of lower plane in inner corner trim mould, and the block that stretches out is by above-mentioned hole
It is connected with inner corner trim mould pin.
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| Application Number | Priority Date | Filing Date | Title |
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| CN201310248225.4A CN104234411B (en) | 2013-06-21 | 2013-06-21 | Beam slab aluminum alloy mould plate structural system |
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201310248225.4A CN104234411B (en) | 2013-06-21 | 2013-06-21 | Beam slab aluminum alloy mould plate structural system |
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| CN104234411A CN104234411A (en) | 2014-12-24 |
| CN104234411B true CN104234411B (en) | 2017-03-15 |
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| CN201310248225.4A Expired - Fee Related CN104234411B (en) | 2013-06-21 | 2013-06-21 | Beam slab aluminum alloy mould plate structural system |
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Families Citing this family (10)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106760491A (en) * | 2015-11-23 | 2017-05-31 | 张典福 | Building aluminum alloy mould plate beam slab bearing system |
| CN106049859B (en) * | 2016-07-01 | 2018-05-29 | 晟通科技集团有限公司 | Floor template system and with mould method |
| CN106193587A (en) * | 2016-08-31 | 2016-12-07 | 青岛建集团有限公司 | Aluminum alloy building template splicing component |
| CN106499173B (en) * | 2016-11-29 | 2018-12-18 | 中铁上海工程局集团有限公司 | The aluminum alloy mould plate mechanism of building floor construction is used for based on BIM technology |
| CN107558495A (en) * | 2017-10-19 | 2018-01-09 | 杭州伟业建设集团有限公司 | Underground pipe gallery template |
| CN109235887A (en) * | 2018-08-28 | 2019-01-18 | 中国水利水电第九工程局有限公司 | A kind of Quick Release custom built forms system and its construction method for high-rise |
| CN109403621A (en) * | 2018-12-03 | 2019-03-01 | 广州景兴建筑科技有限公司 | A kind of readily removable profile aluminum alloy pattern plate of building water power indent |
| CN111576856A (en) * | 2020-06-05 | 2020-08-25 | 中电建路桥集团有限公司 | Aluminum alloy template assembling system and assembling method |
| CN112796509A (en) * | 2021-02-01 | 2021-05-14 | 河北榆构建材有限公司 | A prefabricated house mould structure system |
| CN114016732B (en) * | 2021-12-03 | 2023-05-16 | 晟通科技集团有限公司 | Floor form and floor form system |
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| CN2491554Y (en) * | 2000-10-09 | 2002-05-15 | 华汇系统板模有限公司 | Systematic building formwork |
| KR100757961B1 (en) * | 2006-03-24 | 2007-09-11 | 주식회사 퍼스폼 | Tunnel form for easy demoulding |
| CN102828614A (en) * | 2012-09-06 | 2012-12-19 | 深圳市特辰科技股份有限公司 | Building template system capable of being quickly detached and installed and installation method thereof |
| CN103089004A (en) * | 2013-01-31 | 2013-05-08 | 朱宏宇 | Combination frame module, component frame module and tool set structure and installing and dismantling method thereof |
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|---|---|---|---|---|
| CN2491554Y (en) * | 2000-10-09 | 2002-05-15 | 华汇系统板模有限公司 | Systematic building formwork |
| KR100757961B1 (en) * | 2006-03-24 | 2007-09-11 | 주식회사 퍼스폼 | Tunnel form for easy demoulding |
| CN102828614A (en) * | 2012-09-06 | 2012-12-19 | 深圳市特辰科技股份有限公司 | Building template system capable of being quickly detached and installed and installation method thereof |
| CN103089004A (en) * | 2013-01-31 | 2013-05-08 | 朱宏宇 | Combination frame module, component frame module and tool set structure and installing and dismantling method thereof |
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| CN104234411A (en) | 2014-12-24 |
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