CN104234411A - Aluminum alloy form structural system for fabrication of beams and slabs - Google Patents
Aluminum alloy form structural system for fabrication of beams and slabs Download PDFInfo
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- CN104234411A CN104234411A CN201310248225.4A CN201310248225A CN104234411A CN 104234411 A CN104234411 A CN 104234411A CN 201310248225 A CN201310248225 A CN 201310248225A CN 104234411 A CN104234411 A CN 104234411A
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- 229910000838 Al alloy Inorganic materials 0.000 title claims abstract description 43
- 238000004519 manufacturing process Methods 0.000 title abstract 2
- 239000000203 mixture Substances 0.000 claims description 2
- 238000010276 construction Methods 0.000 abstract description 9
- 238000000034 method Methods 0.000 abstract description 5
- 230000007797 corrosion Effects 0.000 abstract description 2
- 238000005260 corrosion Methods 0.000 abstract description 2
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 abstract description 2
- 239000004567 concrete Substances 0.000 description 7
- 229910000831 Steel Inorganic materials 0.000 description 5
- 239000010959 steel Substances 0.000 description 5
- 230000002708 enhancing effect Effects 0.000 description 3
- 238000009415 formwork Methods 0.000 description 3
- 238000009434 installation Methods 0.000 description 3
- 230000002787 reinforcement Effects 0.000 description 3
- 230000007547 defect Effects 0.000 description 2
- 238000005516 engineering process Methods 0.000 description 2
- 230000009286 beneficial effect Effects 0.000 description 1
- 230000015572 biosynthetic process Effects 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 239000011150 reinforced concrete Substances 0.000 description 1
- 238000003466 welding Methods 0.000 description 1
- 238000004804 winding Methods 0.000 description 1
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Abstract
The invention provides an aluminum alloy form structural system for fabrication of beams and slabs. The system comprises a plurality of side forms made of aluminum alloy, a plurality of internal corner forms, a plurality of horizontal floor slab forms, a plurality of cross beams, a plurality of top forms and a plurality of columns. The internal corner forms are arranged at the connection of a side construction face and a top construction face and are used for being detachably connected with both the side forms and the horizontal floor slab forms. The ends of the cross beams are detachably connected to the internal corner forms to support the horizontal floor slab forms and the top forms. The columns are detachably connected with the cross beams to support the cross beams. The columns further support the bottoms of the top forms. The parts of the system are connected in a detachable manner; the assembly and disassembly process is simple; construction period of a floor is short; the system made of aluminum alloy is high in strength, water resistance and corrosion resistance and rarely deforms during construction, and dimensional precision of the floor can be guaranteed.
Description
Technical field
The present invention relates to construction formwork technical field, particularly relating to a kind of for applying on its surface the beam slab aluminum alloy mould plate structural system that reinforced concrete forms floor.
Background technology
When building floor, engineer uses plank to construct construction formwork usually, wooden form is executed steel concrete and forms floor.
But the operation of wooden form when charge-coupled template or stripping is numerous and diverse, causes the long construction period of floor, and the intensity of wooden form is lower, wear-resisting, waterproof and corrosion resistant performance also poor, be easily out of shape after Long-Time Service, the dimensional accuracy of floor can not be ensured.
Summary of the invention
The technical problem to be solved in the present invention is, for wooden form complex procedures in prior art and the defect of the lower defect of intensity proposes a kind of aluminum alloy building template system.
In order to solve the problems of the technologies described above, the present invention proposes a kind of beam slab aluminum alloy mould plate structural system, comprise some side templates, some inner corner trim moulds, some floor flat die plates, some cross girders, some top templates and some columns that aluminium alloys is made;
Some described side templates splice the sidepiece working face forming described beam slab aluminum alloy mould plate structural system mutually, and some described slab forms and some described backforms pull the top working face of the described beam slab aluminum alloy mould plate structural system of splicing composition mutually;
Described inner corner trim mould is positioned at the joint of described sidepiece working face and described top working face, for removably connecting described side template and described floor flat die plate simultaneously;
The end of described cross girder is removably connected on described inner corner trim mould, in order to support floor flat die plate;
Described column is removably connected with described crossbeam, for supporting described crossbeam;
Described column is also supported in bottom described top template.
In above-mentioned beam slab aluminum alloy mould plate structural system; described inner corner trim mould also comprises the inner corner trim side plate of two mutual vertical connections; described in two, the side of inner corner trim side plate has all vertically extended to form inner corner trim installing plate; described in two, inner corner trim installing plate described in inner corner trim side plate and two is surrounded as a untight rectangular box; wherein inner corner trim described in is installed and is removably connected with described side template, and inner corner trim installing plate described in another is removably connected with described floor flat die plate.
In above-mentioned beam slab aluminum alloy mould plate structural system, described cross girder comprises the sub-crossbeam that some head and the tail connect successively, and the two ends of described sub-crossbeam are respectively arranged with the first connecting portion and the second connecting portion;
First connecting portion of described sub-crossbeam is used for removably being connected with the second connecting portion of another sub-crossbeam or being removably connected with described inner corner trim mould;
Second connecting portion of described sub-crossbeam is used for removably being connected with the first connecting portion of another sub-crossbeam or being removably connected with described inner corner trim film.
In above-mentioned beam slab aluminum alloy mould plate structural system, described sub-crossbeam comprises the two sub-main body of cross-beam in strip be parallel to each other and the sub-main body of cross-beam connecting portion connecting two sub-main body of cross-beam.
In above-mentioned beam slab aluminum alloy mould plate structural system, described column comprises column cylinder, column base plate and upright supports portion, described column base plate is fixedly installed in the bottom of described column cylinder, described upright supports portion is fixedly installed in described column cylinder, described upright supports portion is for carrying described crossbeam, and the upper end of described column cylinder is for supporting described top template.
In above-mentioned beam slab aluminum alloy mould plate structural system, described upright supports portion entirety becomes " L " type, comprise orthogonal fixed part and supporting part, described fixed part is removably installed in described column cylinder, and described supporting part is for supporting described cross girder and being removably connected with described cross girder.
In above-mentioned beam slab aluminum alloy mould plate structural system, be positioned at the first connecting portion of described cross girder end or the second connecting portion to have and stretch out block, the described interior lower plane stretching out block and described inner corner trim mould fits, the described block that stretches out offers semicircle orifice, this semicircle orifice is concentric with the hole of lower plane in inner corner trim mould, described in stretch out block and be connected with inner corner trim mould pin by above described holes.
Implement beam slab aluminum alloy mould plate structural system of the present invention, its beneficial effect is, dismountable connected mode is adopted between each assembly of the present invention, when assembling or dismantle, operation is simple, make the short construction period of floor, and this template system adopts aluminium alloys to make, intensity, water resistance and decay resistance are all higher, not yielding in work progress, the dimensional accuracy of floor can be ensured.
Accompanying drawing explanation
Below in conjunction with drawings and Examples, the invention will be further described, in accompanying drawing:
Fig. 1 is the perspective view of the preferred embodiment of beam slab aluminum alloy mould plate structural system of the present invention;
Fig. 2 is the elevation of the side template shown in Fig. 1;
Fig. 3 is the perspective view of the side template being provided with the first plug and cross rib plate;
Fig. 4 is the perspective view of the first plug in Fig. 3;
Fig. 5 is the enlarged drawing of A place structure in Fig. 4;
Fig. 6 is the enlarged drawing of B place structure in Fig. 4;
Fig. 7 is the perspective view of cross rib plate in Fig. 4;
Fig. 8 is the perspective view of another angle of side template shown in Fig. 3;
Fig. 9 is the enlarged drawing of C place structure in Fig. 8;
Figure 10 is the perspective view of the first inner corner trim mould in Fig. 1;
Figure 11 is the elevation of the first inner corner trim mould shown in Figure 10;
Figure 12 is the perspective view of the second inner corner trim mould in Fig. 1;
Figure 13 is the perspective view of Fig. 1 middle cross beam body;
Figure 14 is the perspective view of the sub-crossbeam being positioned at cross girder end in 13;
Figure 15 is the perspective view of the sub-crossbeam being positioned at the non-end of cross girder in 13;
Figure 16 is the perspective view of Fig. 1 central post;
Figure 17 is the enlarged drawing of C place structure in Figure 16;
Figure 18 is the perspective view of floor flat die plate longer in the working face of top;
Figure 19 is floor flat die plate shorter in the working face of top and the perspective view of top template;
The perspective view that Figure 20 is the floor flat die plate shown in Figure 19 and another angle of top template;
Figure 21 is the perspective view of the top template shown in Figure 19;
Figure 22 is the perspective view of another angle of top template shown in Figure 21;
Figure 23 is the elevation of the top template shown in Figure 22;
Figure 24 is the sectional view in A-A cross section in the top template shown in Figure 23;
Figure 25 is the perspective view of the second plug in Figure 21;
Figure 26 is the perspective view of second another angle of plug shown in Figure 25;
Figure 27 for apply concrete structural representation 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 representation after the structural demolition column shown in Figure 28 and top template.
Detailed description of the invention
See Fig. 1, a kind of beam slab aluminum alloy mould plate of the present invention structural system, be installed on supporting surface 7000, supporting surface 7000 can be ground or for other supporting planes, the present invention be used in its external surface assembling reinforcement and concreting in order to form floor 6000 as shown in figure 29.This schematic diagram only intercepts a part of cross section for stating its feature.The opposite side side template forming concrete wall is not shown.
The present invention includes some side templates 100, some inner corner trim moulds 2000, some floor flat die plates 300, some cross girders 3000, some top templates 500, some columns 5000 that aluminium alloys is made.
Some side templates 100 mutually splicing form the sidepiece working face 1000 of this beam slab aluminum alloy mould plate structural system, adopt dismountable connecting method when splicing some side templates 100; .Some floor flat die plates 300 and some top templates 500 mutually splicing form the top working face 4000 of this beam slab aluminium alloy structure system, similarly also adopt removably connecting method when splicing some floor flat die plates 300 and some top templates 500.Construct formed floor slab structure time, in its top working face 4000 assembling reinforcement and concreting in order to form attic plate, in its sidepiece working face 1000 assembling reinforcement and concreting in order to form side concrete wall or beam.
Inner corner trim mould 2000 is positioned at the joint of sidepiece working face and top working face, for simultaneously removably connection side template 100 and floor flat die plate 300.
Cross girder 3000 is a strip component, and it is overlapped in inner corner trim mould 2000 and on column 5000, and cross girder 3000 is for supporting 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 connected with cross girder 3000, for supporting traverse body 3000; Further, the upper end of column 5000 is also supported in the bottom of top template 500.
In the present invention, inner corner trim mould 2000 comprises the first inner corner trim mould 2100 and the second inner corner trim mould 2200, first inner corner trim mould 2100 is list structure, and the second inner corner trim mould entirety becomes " L " type, comprise two orthogonal inner corner trim daughter boards, the cross section of inner corner trim daughter board is identical with the first inner corner trim mould 2100.
First inner corner trim mould 2100 is installed on the joint (i.e. the joint of top working face 4000 and sidepiece working face 1000) of side template 100 and floor flat die plate 300 and connection side template 100 and floor flat die plate 300, first inner corner trim mould 2100 make the joint of side template 100 and floor flat die plate 300 form a right-angle side simultaneously.First inner corner trim mould 2100 is also installed on the corner (i.e. the joint of the first side working face and the second side working face) of sidepiece working face 1000, and connects two adjacent side templates 100 of this corner simultaneously.First inner corner trim mould 2100 makes two side template 100 joints of corner form a right-angle side.
Second inner corner trim mould 2200 is installed on the end of the side template 100 of above-mentioned corner and simultaneously connection side template 100 and floor flat die plate 300.
Specifically, with reference to Fig. 1, the first side working face is spliced by some side templates 100, and the second side working face is spliced by some side templates 100.
With reference to Fig. 2 and Fig. 3, specifically, the cross section of side template 100 in " Qian " shape, side template 100 comprise sub-top board 110 with by the vertical sub-side plate 120 extended to form of the dual-side of sub-top board 110.
The lateral surface of sub-top board 110 is a flat board, as the working face of steel concrete, the medial surface of sub-top board 110 is provided with the two top ribs 111 be arranged in parallel, the cross section of top rib 111 is "T"-shaped, the top of each top rib 111 central convex part is vertically connected with sub-top board 110 and forms " work " character form structure, and the benefit arranging top rib 111 is the structural strength enhancing sub-top board 110.
The lateral surface of sub-side plate 120 is as the abutted surface of side template 100, the lateral surface of sub-side plate 120 is a U-shaped groove, is provided with both sides rib 121, in the present embodiment in groove, the rectangular in cross-section of side rib bar 121, the benefit arranging side rib bar 121 is the structural strength enhancing sub-side plate 120.Sub-side plate 120 is provided with pin-and-hole, and adjacent side template 100 is fixedly connected by this pin-and-hole.
Furthermore, also inwardly vertically extended to form interior rib 122 at the medial surface of sub-side plate 120, in the present embodiment, interior rib 122 parallels with sub-top board 110, and interior rib 122 is also provided with pin-and-hole.
Above-mentioned sub-top board 110 and sub-side plate 120 one-body molded.
First side working face 1100 comprises 4 pieces of side templates be arranged side by side mutually 100, and adjacent side template 100 is fixed by pin or screw.And the second side working face 1200 comprises 11 pieces of side templates be arranged side by side 100, adjacent side template 100 is fixed by pin or screw.In the joint of the first side working face and the first side working face 1200, the first inner corner trim mould 2100 is also fixed by pin or screw with side template 100.
In order to strengthen the connectivity of the end of side template 100, with reference to Fig. 3 to Fig. 6, at the end winding support of side template 100, first plug 200, first plug 200 entirety being installed and being in strip.
First plug 200 comprises plug top board 210, the first plug side plate 220, two second plug side plate 230 and the 3rd plug side plate 240 has been extended to form downwards by the edge-perpendicular of plug top board 210, the shape of the first plug side plate 220 and the medial surface of sub-top board 110 adapt, first plug side plate 220 comprises straight plate 221 and notch board 222, straight plate 221 fits with the medial surface of sub-top board 110, notch board 222 is for accommodating top rib 111, notch board 222 entirety becomes " Qian " shape, and notch board 222 is fixed by pin or screw with top rib 111.
Second plug side plate 230 is for fitting with the medial surface of sub-side plate 120, and the second plug side plate 230 is fixed by pin or screw with sub-side plate 120.3rd plug side plate 240 parallels with the first plug side plate 220 for connecting two second plug side plate the 230, three plug side plates 240.
The benefit arranging the first plug 200 at the two ends of side template 100 is; there is the installed surface of one fixed width (because side template 100 is thinner in the formation of the two ends of side template 100; its end is not easily as installed surface), the first plug 200 also forms protection to the two ends of side template 100.The first plug 200 being positioned at side template 100 lower end contacts with supporting surface 7000, is positioned at the first plug 200 of side template 100 upper end for installing inner corner trim mould 2000 and cross girder 3000.Because the plug top board 210 of the first plug 200 is also provided with installing hole 211(pin-and-hole or screwed hole), make the end of side template 100 be easy to be connected by screw or pin with inner corner trim mould 2000.
With reference to Fig. 7 to Fig. 9, the cross rib plate 700 paralleled with the first plug 200 is also provided with at the medial surface of side template 100, its cross section of cross rib plate 700 becomes " Z " font structure, comprise floor mainboard 710, and by floor mainboard 710 both sides at an angle with the first floor side plate 720 and the second floor side plate 730 that contrary direction extends to form, first floor side plate 720 and the second floor side plate are parallel to each other, when cross rib plate 700 is installed on the medial surface of side template 100, first floor side plate 720 and the second floor side plate 730 are respectively with interior rib 122 with push up rib 111 and be fixedly connected by pin or screw.
With reference to Figure 10 to Figure 12, first inner corner trim mould 2100 comprises the inner corner trim side plate 2110 of two mutual vertical connections, in order to strengthen the intensity of inner corner trim mould 2100, the first inner corner trim mould 2100 also comprises an inner corner trim swash plate 2120, and inner corner trim swash plate 2120 and two inner corner trim side plates 2110 are fixedly connected.The end of two inner corner trim side plates 2110 has all vertically extended to form inner corner trim installing plate 2130.Two inner corner trim side plates 2110 and two inner corner trim installing plates 2130 are surrounded as a untight rectangle.Wherein an inner corner trim installing plate 2130 is for fixing installation with the first plug 200, and another inner corner trim installing plate 2130 fixes installation with the floor flat die plate 300 of top working face 4000.
With reference to Figure 12, the cross 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 on the corner of sidepiece working face 1000 end, for connecting the first side working face, the second side working face 1200 and top working face 4000 simultaneously.
The sidepiece working face 1000 be spliced by polylith side template 100 or the top working face 4000 that is spliced by polylith floor flat die plate 300 and top template 500 are connected into an entirety by inner corner trim mould 2000 in the present invention, further enhancing the intensity of aluminum alloy building template system of the present invention.
Furthermore, the first inner corner trim mould 2100 is also arranged at the joint of the first side working face and the first side working face 1200, for connecting the first side working face and the first side working face 1200 simultaneously.In this case, the inner corner trim installing plate 2130 of the first inner corner trim mould 2100 is fixedly connected by pin or screw with the sub-side plate 120 of side template 100.
With reference to Figure 13-15, aluminum alloy beams plate aluminum alloy formwork structure system of the present invention comprises two cross girders be parallel to each other 3000, cross girder 3000 two ends are overlapped in the top of two first side working face respectively, cross girder 3000 is connected by some end to end sub-crossbeams 3100 and forms, the two ends of sub-crossbeam 3100 are respectively arranged with the first connecting portion 3130 and the second connecting portion 3140, first connecting portion 3130 for being removably connected with the second connecting portion 3140 of another sub-crossbeam 3100 or being removably connected with inner corner trim mould 2000; Second connecting portion 3140 is for being removably connected with the first connecting portion 3130 of another sub-crossbeam 3100 or being removably connected with inner corner trim mould 2000.
In fig. 14, the first connecting portion 3130 being positioned at cross girder 3000 end has and stretches out block, this interior lower plane stretching out block and inner corner trim mould 2000 fits, this stretches out block and offers semicircle orifice, this semicircle orifice is concentric with the hole of lower plane in inner corner trim mould 2000, and this is stretched out block and is connected with inner corner trim mould 2000 pin by above described holes.
Sub-crossbeam 3100 comprises the two sub-main body of cross-beam 3110 in strip be parallel to each other and the sub-main body of cross-beam connecting portion 3120 connecting two sub-main body of cross-beam 3130.Sub-main body of cross-beam 3110 and sub-main body of cross-beam connecting portion 3120 are the hollow cylinder of rectangular in cross-section in the present embodiment, and the side of sub-main body of cross-beam connecting portion 3120 is fixedly connected on the side of sub-main body of cross-beam 3110, and this fixed form can be welding.
With reference to Figure 14 and Figure 15, in the present embodiment, the sub-crossbeam 3100 being positioned at cross girder 3000 end is slightly different from sub-crossbeam 3100 structure being positioned at the non-end of cross girder 3000.
Aluminum alloy building template system of the present invention adopts two cross girders 3000 to be overlapped in two first side working face, and two cross girders 3000 and the first side working face 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 comprises column 5000, column 5000 is for supporting traverse body 3000, column 5000 comprises column cylinder 5100, column base plate 5200 and two upright supports portions 5300, column base plate 5200 is fixedly installed in the bottom of column cylinder, and upright supports portion 5300 is fixedly installed in the top of column cylinder 5100 in order to bearing beam body 3000, and the upper end of column cylinder 5300 is also for support top template 500.
Two upright supports portions 5300 are supported in the joint of sub-crossbeam 3100.Wherein each upright supports portion 5300 entirety becomes " L " shape, comprise orthogonal fixed part 5310 and supporting part 5320, fixed part 5310 is provided with pin-and-hole, be provided with pin-and-hole the upper end being close to column cylinder 5100 is correspondingly through, the fixed part 5310 in two upright supports portions 5300 is all fixedly installed in the upper end of column cylinder 5100 by a pin, on the whole, the opposing parallel setting in two upright supports portions 5300.
With reference to Fig. 1 and Figure 18 to Figure 26, top working face 4000 also comprises 22 pieces of floor flat die plates 300 and 6 pieces of top templates 500, the length of floor flat die plate 300 is slightly larger than the spacing between two cross girders 3000, and floor flat die plate 300 is overlapped between two cross girders 3000 or is overlapped in cross girder 3000 and between the first inner corner trim mould 2100 of the first side working face 1200 upper end.
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 for splicing in aggregates with shorter floor flat die plate 300, and when top template 500 splices in aggregates with shorter floor flat die plate 300, the size of its entirety is suitable with floor flat die plate 300.
In the present invention, the extruding aluminium alloy sectional cutting that side template 100, floor flat die plate 300 all have cross section identical is formed.
Similar with side template 100, floor flat die plate 300 is also provided with plug 200 and cross rib plate 700
Top template 500 entirety become " Qian " shape, comprise top board 510 with by the vertical side plate 520 extended to form in top board 510 both sides, top board 510 is as the working face of steel concrete, and wherein side plate 520 is for splicing with the first plug 200 phase being positioned at floor flat die plate 300
Side plate 520 has inwardly vertically extended to form a floor 530 away from the side of top board 510, top board 510, biside plate 520 and two floors 530 are surrounded as a container cavity 540, container cavity 540 is a untight rectangle, and the benefit arranging floor 530 is that it enhances the intensity of top template 500.
Furthermore, the end of top template 500 is also provided with the second plug 600, second plug 600 comprises mainboard 610, shape and the container cavity 540 of mainboard 610 adapt, side plate 620 has been extended to form by the edge-perpendicular of mainboard 610, when the second plug 600 is installed in top template 500, side plate 620 fits with top board 510, biside plate 520 and two floors 530 simultaneously.Offer pin-and-hole at side plate 620, be conveniently fixedly connected with side plate 520 or floor 530.Also offer pin-and-hole at mainboard 610, facilitate mainboard 610 and floor flat die plate 300 to be fixedly connected.
The external surface construction describing above-mentioned beam slab aluminum alloy building template system is formed the method for floor below:
1. colligation wall steel bar, and installation side template 100, form sidepiece working face 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 be interconnected firm, form top working face 4000, with reference to Figure 27, at the colligation floor bar of top working face 4000, and concreting, form structure as shown in figure 27, wherein, the upper end of column 5000 is also supported in top template 500.
2. after steel concrete reaches a certain intensity, remove the cross girder 3000 of aluminum alloy building template system of the present invention, 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, remove column 5000 and top template 500, formed with reference to the floor 6000 shown in Figure 29.
Should be understood that, for those of ordinary skills, can be improved according to the above description or convert, and all these improve and convert the protection domain that all should belong to claims of the present invention.
Claims (7)
1. a beam slab aluminum alloy mould plate structural system, is characterized in that, comprises some side templates, some inner corner trim moulds, some floor flat die plates, some cross girders, some top templates and some columns that aluminium alloys is made;
Some described side templates splice the sidepiece working face forming described beam slab aluminum alloy mould plate structural system mutually, and some described slab forms and some described backforms pull the top working face of the described beam slab aluminum alloy mould plate structural system of splicing composition mutually;
Described inner corner trim mould is positioned at the joint of described sidepiece working face and described top working face, for removably connecting described side template and described floor flat die plate simultaneously;
The end of described cross girder is removably connected on described inner corner trim mould, in order to support described floor flat die plate and described backform is pulled;
Described column is removably connected with described cross girder, for supporting described cross girder;
Described column is also supported in bottom described top template.
2. beam slab aluminum alloy mould plate structural system according to claim 1; it is characterized in that; described inner corner trim mould also comprises the inner corner trim side plate of two mutual vertical connections; described in two, the side of inner corner trim side plate has all vertically extended to form inner corner trim installing plate; described in two, inner corner trim installing plate described in inner corner trim side plate and two is surrounded as a untight rectangular box; wherein inner corner trim described in is installed and is removably connected with described side template, and inner corner trim installing plate described in another is removably connected with described floor flat die plate.
3. beam slab aluminum alloy mould plate structural system according to claim 1, is characterized in that, described cross girder comprises the sub-crossbeam that some head and the tail connect successively, and the two ends of described sub-crossbeam are respectively arranged with the first connecting portion and the second connecting portion;
First connecting portion of described sub-crossbeam is used for removably being connected with the second connecting portion of another sub-crossbeam or being removably connected with described inner corner trim mould;
Second connecting portion of described sub-crossbeam is used for removably being connected with the first connecting portion of another sub-crossbeam or being removably connected with described inner corner trim film.
4. beam slab aluminum alloy mould plate structural system according to claim 3, is characterized in that, described sub-crossbeam comprises the two sub-main body of cross-beam in strip be parallel to each other and the sub-main body of cross-beam connecting portion connecting two sub-main body of cross-beam.
5. beam slab aluminum alloy mould plate structural system according to claim 1, it is characterized in that, described column comprises column cylinder, column base plate and upright supports portion, described column base plate is fixedly installed in the bottom of described column cylinder, described upright supports portion is fixedly installed in described column cylinder, described upright supports portion is for carrying described crossbeam, and the upper end of described column cylinder is for supporting described top template.
6. beam slab aluminum alloy mould plate structural system according to claim 6, it is characterized in that, described upright supports portion entirety becomes " L " type, comprise orthogonal fixed part and supporting part, described fixed part is removably installed in described column cylinder, and described supporting part is for supporting described cross girder and being removably connected with described cross girder.
7. beam slab aluminum alloy mould plate structural system according to claim 4, it is characterized in that, be positioned at the first connecting portion of described cross girder end or the second connecting portion to have and stretch out block, the described interior lower plane stretching out block and described inner corner trim mould fits, the described block that stretches out offers semicircle orifice, this semicircle orifice is concentric with the hole of lower plane in inner corner trim mould, described in stretch out block and be connected with inner corner trim mould pin by above described holes.
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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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| CN201310248225.4A CN104234411B (en) | 2013-06-21 | 2013-06-21 | Beam slab aluminum alloy mould plate structural system |
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| CN104234411B CN104234411B (en) | 2017-03-15 |
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| CN106049859A (en) * | 2016-07-01 | 2016-10-26 | 晟通科技集团有限公司 | Floor formwork system and formwork matching method |
| CN106193587A (en) * | 2016-08-31 | 2016-12-07 | 青岛建集团有限公司 | Aluminum alloy building template splicing component |
| CN106499173A (en) * | 2016-11-29 | 2017-03-15 | 中铁上海工程局集团有限公司 | Based on the aluminum alloy mould plate mechanism that BIM technology is used for building floor construction |
| CN106760491A (en) * | 2015-11-23 | 2017-05-31 | 张典福 | Building aluminum alloy mould plate beam slab bearing system |
| 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 |
| CN114016732A (en) * | 2021-12-03 | 2022-02-08 | 晟通科技集团有限公司 | Floor formwork and floor formwork 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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| CN106760491A (en) * | 2015-11-23 | 2017-05-31 | 张典福 | Building aluminum alloy mould plate beam slab bearing system |
| CN106049859A (en) * | 2016-07-01 | 2016-10-26 | 晟通科技集团有限公司 | Floor formwork system and formwork matching method |
| 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 |
| CN106499173A (en) * | 2016-11-29 | 2017-03-15 | 中铁上海工程局集团有限公司 | Based on the aluminum alloy mould plate mechanism that BIM technology is used for building floor construction |
| 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 |
| CN114016732A (en) * | 2021-12-03 | 2022-02-08 | 晟通科技集团有限公司 | Floor formwork and floor formwork system |
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