CN202187547U - Light and high-strength alloy early-removed template system - Google Patents
Light and high-strength alloy early-removed template system Download PDFInfo
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- CN202187547U CN202187547U CN2011202053819U CN201120205381U CN202187547U CN 202187547 U CN202187547 U CN 202187547U CN 2011202053819 U CN2011202053819 U CN 2011202053819U CN 201120205381 U CN201120205381 U CN 201120205381U CN 202187547 U CN202187547 U CN 202187547U
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Abstract
The utility model relates to a light and high-strength alloy early-removed template system, comprising a light and high-strength alloy early-removed template and an after-removed support mechanism, wherein the after-removed support mechanism comprises an adjustable after-removed support and an after-removed jack which are connected with each other from top to bottom; the after-removed jack comprises a beam bottom after-removed jack and a plate bottom after-removed jack; and the early-removed template comprises unit templates, transition templates, a plate bottom beam and unit connectors connected with a plurality of unit templates. The light and high-strength alloy early-removed template system has the advantages of being light in weight, convenient to mount and dismount and simple to store and transport, having long service life, being capable of being turned over and used for multiple times and recycled, realizing low carbon, environment protection and energy conservation, and the like, can overcome the defects of the existing template system, solves the problems that a building template is too heavy, high in cost, slow in construction, and is not energy-saving and environment-friendly, solves the problem of construction troubles as the existing wall body and floor are respectively molded by pouring, and realizes safe construction with controllable quality and humanity in modularized process of a template factory.
Description
Technical field
The utility model relates to building engineering equipment, more particularly, relates to a kind of light-high-strength alloy early-dismantling formwork system that is used for building operations.
Background technology
Along with China's construction industry develop rapidly, the proportion of high-rise cast-in-place concrete structure increases day by day, and form work engineering has become use face in the building engineering construction big and instrument or equipment that amount is many.Construction formwork system of the prior art like combined steel formwork, steel wood hybrid template, under the policy of country's " with steel for wood " is promoted, has obtained greatly developing; Receive extensive use, but also existed many problems, all steel gang form processing difficulties for example, assembly and disassembly are all inconvenient; From great, high to mechanical degrees of dependence such as tower cranes, labor strength is big; Not hommization, volume is big, the accumulating difficulty; And traditional wooden form, glued mould, because the panel quality is uneven, application life is short, and the building waste of generation is many, and not environmental protection of contaminated environment has suffered that abroad strict control uses.A large amount of constructions along with highrise building and large public building have proposed new requirement to template system, and foregoing problems is more obvious.To these problems, the alloy building template assembly has appearred, but because the structure imperfection, the template that still can not form architecture supplies practical applications.
The utility model content
The technical problem that the utility model will solve is, a kind of in light weight, mounting or dismounting convenience, recyclable utilization, cost low, construct simple and fast, the energy-conservation light-high-strength alloy early-dismantling formwork system of low-carbon environment-friendly are provided.
The utility model solves the technical scheme that its technical problem adopted: construct a kind of light-high-strength alloy early-dismantling formwork system, it is characterized in that, comprise light-high-strength alloy early stripping formwork system with after tear supporting mechanism open;
Tear open after said supporting mechanism comprise from bottom to top tear open behind connect adjustable support, after tear jacking open, tear open after said and tear jacking open after tearing open at the bottom of jacking and the plate after jacking comprises at the bottom of the beam;
Said early stripping formwork system comprises unit template, transition template, plate cross member and the unit connector that connects a plurality of said unit template;
Said unit template comprises U-shaped section bar, the frame with rectangular faceplate, and two support arms of said U-shaped section bar are two sheet frames; Said frame is fixedly connected on the two ends of said U-shaped section bar, and said frame and said sheet frame form closed framework;
Said transition template comprises Angle formwork, cheek board, external corner mould; Said cheek board has two orthogonal limit panels, and said limit panel is provided with junction plate, and said limit panel and said junction plate form the semi-closed shaped as frame; Two said Angle formworks of the one-body molded formation of orthogonal said cheek board, the end face of said Angle formwork is and the inclined-plane that axially has certain angle; The cross section of said external corner mould is L shaped;
Said unit template connects the inner corner trim that can constitute building through cheek board, and said unit template can constitute the external corner of building through the connection of external corner wood; Connect through Angle formwork between three said unit perpendicular to each other templates;
The frame that is used as the said unit template of top board is fixedly connected through the plate cross member, and the cross section of said plate cross member is the section bar under shed; Said plate cross member through said plate at the bottom of after tear jacking open and support; Be used in said unit template at the bottom of the beam through beam at the bottom of after tear jacking open and support.
In the described light-high-strength alloy of the utility model early-dismantling formwork system, the end face of said Angle formwork two arms of angle is provided with the angle joint face, and said joint face is provided with connecting hole.
In the described light-high-strength alloy of the utility model early-dismantling formwork system, a plurality of said unit template group is combined into wall form, and the lower end of said wall form is connected with the external corner mould.
In the described light-high-strength alloy of the utility model early-dismantling formwork system, said light-high-strength alloy early-dismantling formwork system also comprises " C " shape slotware, and the cross section of said " C " shape slotware is to have three shaped as frames of vertical edges successively; A plurality of said unit template group is combined into wall form, column template, and said " C " shape slotware is fixedly connected with said wall form, said column template.
In the described light-high-strength alloy of the utility model early-dismantling formwork system; Said light-high-strength alloy early-dismantling formwork system also comprises and is used for fastening and folded fastener member said unit, position gates window opening both sides template; The middle part of said folded fastener member is hinged, and the said unit template of both sides, door and window hole is fixedly connected with the two ends of said folded fastener member.
In the described light-high-strength alloy of the utility model early-dismantling formwork system; Said light-high-strength alloy early-dismantling formwork system also comprises main back cord and to the tension firmware, the unit template of the unit template of body of wall both sides, beam body both sides is by said main back cord and fastening to the tension firmware.
In the described light-high-strength alloy of the utility model early-dismantling formwork system, tear open after said jacking and said tear open to support after adjustable peg graft or or be rigidly connected.
In the described light-high-strength alloy of the utility model early-dismantling formwork system; Tear support member after adjustable open and comprise tubulose upper support bar, lower support bar, regulating part; Said lower support bar has external screw thread and is enclosed within the upper support bar; Said regulating part has and the suitable internal thread of said lower support bar, and said regulating part is installed on the said lower support bar.
In the described light-high-strength alloy of the utility model early-dismantling formwork system, the back side of said unit template is provided with back of the body reinforcing rib; The cross section of said back of the body reinforcing rib is trapezoidal.
In the described light-high-strength alloy of the utility model early-dismantling formwork system, a plurality of said unit template becomes beam forms according to the length and the spelling that varies in size, the stair template; Said slab form and said after tear supporting mechanism open quantitative proportion be 1: 3, said beam forms and said after tear supporting mechanism open quantitative proportion be 1: 4.
Implement the light-high-strength alloy early-dismantling formwork system of the utility model, have following beneficial effect: the light-high-strength alloy early-dismantling formwork system of the utility model has in light weight, advantages such as mounting or dismounting are convenient, accumulating is simple, the life-span is long, the turnover access times are many, recyclable utilization; Body of wall, the moulding of floor formed by integrally casting, it is simple and convenient to construct; Realize the modularization processing of template factory simultaneously, quality controllable, the safe construction of hommization.
Description of drawings
To combine accompanying drawing and embodiment that the utility model is described further below, in the accompanying drawing:
Fig. 1 is the structural representation of the utility model light-high-strength alloy early-dismantling formwork system preferred embodiment;
Fig. 2 is the sectional view of unit template in the utility model light-high-strength alloy early-dismantling formwork system preferred embodiment;
Fig. 3 is the sectional view of frame in the utility model light-high-strength alloy early-dismantling formwork system preferred embodiment;
Fig. 4 and Fig. 5 are the structural representations of unit template in the utility model light-high-strength alloy early-dismantling formwork system preferred embodiment;
Fig. 6 is the structural representation of cheek board in the utility model light-high-strength alloy early-dismantling formwork system preferred embodiment;
Fig. 7 is the structural representation of Angle formwork in the utility model light-high-strength alloy early-dismantling formwork system preferred embodiment;
Fig. 8 is a structural representation of tearing supporting mechanism after in the utility model light-high-strength alloy early-dismantling formwork system preferred embodiment open;
Fig. 9 and Figure 10 tear the structural representation that supporting mechanism is connected with the plate cross member open after in the utility model light-high-strength alloy early-dismantling formwork system preferred embodiment;
Figure 11 and Figure 12 are the structural representations of tearing jacking in the utility model light-high-strength alloy early-dismantling formwork system preferred embodiment after at the bottom of the plate open;
Figure 13 and Figure 14 are the structural representations of tearing jacking second embodiment in the utility model light-high-strength alloy early-dismantling formwork system after at the bottom of the plate open;
Figure 15 is the cooperation sketch map between the unit template in the utility model light-high-strength alloy early-dismantling formwork system preferred embodiment;
Figure 16 to Figure 18 is the structural representation of wall form in the utility model light-high-strength alloy early-dismantling formwork system preferred embodiment;
Figure 19 be the utility model light-high-strength alloy early-dismantling formwork system preferred embodiment " C " shape groove with wall form be connected sketch map one;
Figure 20 be the utility model light-high-strength alloy early-dismantling formwork system preferred embodiment " C " shape groove with wall form be connected sketch map two;
Figure 21 is the utility model light-high-strength alloy early-dismantling formwork system preferred embodiment folded fastener member and the sketch map that is connected of door and window hole template;
Figure 22 is the structural representation of the utility model light-high-strength alloy early-dismantling formwork system preferred embodiment folded fastener member;
Figure 23 is the sketch map of the utility model light-high-strength alloy early-dismantling formwork system preferred embodiment wall form fastening structure;
Figure 24 is the sketch map of second embodiment of the utility model light-high-strength alloy early-dismantling formwork system wall form fastening structure.
The specific embodiment
Understand for technical characterictic, purpose and effect to the utility model have more clearly, contrast the specific embodiment that accompanying drawing specifies the utility model at present.
As shown in Figure 1, in the described light-high-strength alloy of the utility model early-dismantling formwork system preferred embodiment, comprise light-high-strength alloy early stripping formwork system with after tear supporting mechanism open.
After tear open supporting mechanism comprise connect from bottom to top tear open after adjustable support member 11, after tear jacking open, after tear open and tear jacking 132 open after tearing open at the bottom of jacking and the plate after jacking comprises at the bottom of the beam.
Early stripping formwork system comprises unit template 2, transition template 3, plate cross member 4 and the unit connector 5 that connects a plurality of said unit template;
To shown in Figure 3, unit template 2 comprises U-shaped section bar, the frame 203 with rectangular faceplate 201 like Fig. 2, and two support arms of said U-shaped section bar are two sheet frames 202; Said frame 203 is fixedly connected on the two ends of said U-shaped section bar, and said frame 203 forms closed framework with said sheet frame 202; Be equipped with connecting hole on frame 203 and the sheet frame 202.Unit template 2 adopts standardized designs, and the template size that exceeds adopts increases template, to satisfy requirement of engineering.Like Fig. 2 and shown in Figure 3, frame 203 external surfaces are provided with limit groove 213, and the external surface of sheet frame 202 is provided with plate groove 212.Frame 203 is reasonable with the cross section design of section of sheet frame 202, can effectively reduce the contact area between each unit template 2, and is shown in figure 15, is convenient to dismounting.
Like Fig. 4 and shown in Figure 5, the back side of unit template 2 is provided with back of the body reinforcing rib 204; The cross section of back of the body reinforcing rib 204 is trapezoidal.Back of the body reinforcing rib 204 is vertical with sheet frame 202, adopts symmetrical cloth muscle form, the suffered load of balanced to greatest extent template, and the support strength of raising unit template 2 turns upside down when avoiding the use of in the process spelling wall form, and is easy to use.
Each parts of unit template 2 are the extrusion modling of full light-high-strength alloy; And with welding manner composition integrated support structure; Improve the globality of unit template 2, guaranteed the planeness and the appearance and size of panel 201, strengthened the functional performance such as intensity, rigidity of unit template 2.
Transition template comprises Angle formwork 31, cheek board 32, external corner mould 3.
As shown in Figure 6, cheek board 32 has two orthogonal limit panels 321, has junction plate 322 on the limit of limit panel 321, and limit panel 321 forms the semi-closed shaped as frame with junction plate 322; Junction plate 322 is provided with connecting hole, cooperates with connecting hole on the unit template 2 and utilizes unit connector 5 can cheek board 32 be fixedly connected with unit template 2.
As shown in Figure 7; Two orthogonal cheek board 32 one-body molded formation Angle formworks 31, the end face of Angle formwork 31 is and the inclined-plane that axially has certain angle, and its end face is provided with angle junction plate 311; Angle junction plate 311 is provided with connecting hole, can be used for being fixedly connected with cheek board 32.
As shown in Figure 1, the cross section of external corner mould 33 is L shaped, and external corner mould 33 is provided with connecting hole.
As shown in Figure 1, unit template 2 connects the inner corner trim that can constitute building through cheek board 32, and unit template 2 connects the external corner that can constitute building through external corner mould 33; Connect through Angle formwork 311 between three unit perpendicular to each other templates 2.A plurality of unit template 2 becomes wall form 21, column template 22, roof plate template 23, beam forms, stair template, door and window hole template 25 according to the length and the spelling that varies in size, and beam forms comprises side template 24, beam bottom board plate.
As shown in Figure 1, be fixedly connected through Angle formwork 31 and cheek board 32 between side template 24 and the roof plate template 35; Angle formwork 31 end faces are and the inclined-plane that axially has certain angle; Herein, the end face of cheek board 32 is designed to the inclined-plane complementary with Angle formwork 31 end faces, promptly behind the spelling cheek board 32 axially with axial coincidence the on 31 1 limits of Angle formwork, can make cheek board 32 smooth with the external surface of Angle formwork 31, be convenient to simultaneously tear open morning.
As shown in Figure 8; Tear support member 11 after adjustable open and comprise tubulose upper support bar 111, lower support bar 112, regulating part 113; Lower support bar 112 has external screw thread and is enclosed within the upper support bar 111; Regulating part 12 has the internal thread suitable with lower support bar 112, and regulating part 113 is installed on the lower support bar 112, tears the height of support member 11 after can adjusting through rotation adjusting part 113 open.Herein, tear support member 11 after adjustable open and also can adopt a full hall frame known in the field.
Spelling becomes the frame of the unit template 2 of roof plate template 35 to be fixedly connected through plate cross member 4, and the cross section of plate cross member 4 is the section bar under shed; Plate cross member 4 is torn jacking 132 supports open after at the bottom of the plate; The unit template 2 that is used at the bottom of the beam supports through tearing jacking open after at the bottom of the beam.
Extremely shown in Figure 10 like Fig. 9; Tear jacking 132 after at the bottom of the plate open and comprise jacking 134, following jacking 135; The cross section of last jacking 134 is identical with the cross section of plate cross member 4, and the two ends of last jacking 134 are connected with plate cross member 4, and the upper surface of the end face of last jacking 134 and last jacking 134 forms an angle; Make jacking 134 for up big and down small trapezoidal, be convenient to early tear open.The both sides of following jacking 135 are provided with groove; Following jacking 135 is three; One of them is fixedly connected with last jacking, and plate cross member 4 belows that two other is positioned at jacking 134 two ends are used for gripper shoe cross member 4; Crossbeam connecting portion 136 through being arranged on down in 135 liang of side channels of jacking is locked in sustained height with three following jackings, and the crossbeam connecting portion 136 of both sides is fixedly connected through the unit connector.When carrying out spelling, the panel surface three of upper surface, unit template 2 who tears upper surface, the plate cross member 4 of jacking after at the bottom of the plate open is concordant, and the both sides of plate cross member 4 utilize unit connector 5 to be fixedly connected with the frame of unit template 2.
Like Fig. 8, Figure 11, shown in Figure 12, after tear open jacking and adjustable after tear support member 11 open and peg graft, particularly; The lower end of the following jacking 135 that is connected with last jacking 134 is provided with connecting rod 133; Connecting rod 133 can be inserted in the upper support bar 111, and support bar 111 supports below 135, thereby plays a supporting role.Herein; Also can be; After tear open jacking and adjustable after tear support member 11 open and be rigidly connected, like Figure 13 and shown in Figure 14, the lower surface of connecting rod 133 is provided with upper junction plate 137; The upper surface of support bar 111 is provided with lower connecting plate 138, and upper junction plate 137 is fixedly connected through the unit connector with lower connecting plate 138.
Tearing jacking after at the bottom of the beam open is cross section and the identical section bar in plate cross member 4 cross sections, and its end face is vertical with upper surface, and with adjustable after tear support member open annexation with after tear open jacking and adjustable after to tear the support member annexation open identical, repeat no more at this.When carrying out spelling, the upper surface of tearing jacking after at the bottom of the beam open is concordant with the panel of unit template.
Like Figure 16, Figure 17, shown in Figure 180; But a plurality of unit template 2 spellings become wall form 21, and the lower end of wall form 21 is connected with external corner mould 33, reduce the contact area of wall form 21 bottoms and ground or building structure; Make things convenient for the dismounting of wall form, be easy to the demoulding.
As shown in Figure 1, in the preferred embodiment of the utility model light-high-strength alloy early-dismantling formwork system, light-high-strength alloy early-dismantling formwork system also comprises " C " shape slotware 6, and the cross section of " C " shape slotware 6 is to have three shaped as frames of vertical edges successively; " C " shape slotware 6 is fixedly connected with wall form 21, column template 22.Be used to accept the location of last layer template, the connection sketch map of N layer shown in figure 19, the connection sketch map of N+1 layer shown in figure 20, label 100 is a body of wall, but height up and down is convenient to the template installation, can effectively prevent the concrete grout leakage simultaneously.
Like Figure 21 and shown in Figure 22; In the preferred embodiment of the utility model light-high-strength alloy early-dismantling formwork system; Light-high-strength alloy early-dismantling formwork system also comprises and is used for fastening and folded fastener member 7 position gates window opening two side unit templates 2; Constituting for passing through the hinged two parts of articulated elements of folded fastener member 7, the unit template 2 of both sides, door and window hole is fixedly connected with the two ends of folded fastener member 7.Particularly, the below, two-part middle part of folded fastener member 7 connects through articulated elements, and the top, two parts middle part of folded fastener member 7 is fixedly connected through unit connector 5, thereby folded fastener member is locked in deployed condition.
Shown in figure 23; In the preferred embodiment of the utility model light-high-strength alloy early-dismantling formwork system; Light-high-strength alloy early-dismantling formwork system also comprise main back cord 41 and to the tension firmware; To the tension firmware is screw rod 42 through walls, and after wall form 21 was formed by unit template 2 and unit connector spelling thereof, there was the shape back cord 41 of deciding at its back side; Wall form 21 is by main back cord 41 and screw rod 42 through walls, and the second lift template strength is applicable to ultra thick ultra wide body of wall or beam.Main simultaneously back cord also can supply simple and easy climbing, convenient construction.Herein; Also can be to the tension firmware for to arm-tie pin 43, shown in figure 24, carry out fastening from the end face of body of wall 100 to the wall form 21 of body of wall 100 both sides; This mode is particularly useful for arranging at body of wall 100 inner reinforcing bars overstocked, is unfavorable for using the situation of screw rod through walls.
It is fastening that the side template that is positioned at the beam both sides adopts the same manner to carry out, and repeats no more at this.
Slab form with after tear supporting mechanism open quantitative proportion be 1: 3, beam forms with after tear supporting mechanism open quantitative proportion be 1: 4, to satisfy requirement of engineering.
In the preferred embodiment of the utility model light-high-strength alloy early-dismantling formwork system, adopt high-quality light-high-strength alloy material; Anti-yield strength is superior to the Q235 steel greatly, through extrusion modling, compares with common steel template system and to have reduced weight per unit area significantly; Its Weight control of standard block template is in the scope that a dead lift can bear; Thereby reduction labour intensity is realized easily carrying, light assembling, easy removal, realizes the construction theory that people-oriented.Unit template specification size is clear and definite, reduces non-standard template kind and quantity, can seriation and standardization, realize processing in the factory, and cut down finished cost; This template can be had enough to meet the need and use hundreds of times, and long service life, thereby overhead cost reduce the cost of single engineering.
Light-high-strength alloy early-dismantling formwork system is to remove a kind of the die device that slab form adopts in early days for realizing; Its operating principle is exactly " tear plate open and do not tear post open "; Make intrinsic floor be in short stress of striding (the column state is less than 2m) during form removal; Promptly keep the slab form span to be no more than the span requirement of related specifications defined; Like this, if when concrete strength reach design strength 50% the time dismountable slab form and part support, and intercolumniation, column and adjustable seats still keep holding state.When concrete strength reaches designing requirement, remove all vertical the support again.
Compare with conventional template, early stripping formwork system can be realized early tearing open, has designed at the bottom of the novel plate and after at the bottom of the beam and has torn supporting mechanism open, thereby realized the low input of template, and high turnover rate improves the template construction progress.Light-high-strength alloy early-dismantling formwork system turnover is fast, less investment, freight charges are low, and the damage maintenance waits the corresponding minimizing of loss, remarkable in economical benefits.Basically can be adapted to whole construction works.
The bearing pin of employing moulding and pin achieve a fixed connection as the unit connector in the preferred embodiment of the utility model light-high-strength alloy early-dismantling formwork system, and pin can be the pin of connection taper pin, triangle pin plate or other shape of steel; It is simple to add compact form, easy and simple to handle, and assembling is quick, and simply the mode of stepping up realizes the integral assembling of template, thereby realizes the concrete monobloc cast of individual layer body of wall and floor, and surfacing is easy to the demoulding, can reach the clear-water concrete surface effect; The unit connector also can be a bolt etc. simultaneously.
All junctions of the utility model light-high-strength alloy templates system all are designed with spacing support, to improve working strength, improve safety.
The utility model light-high-strength alloy comprises known light-high-strength alloys such as aluminium alloys, also can comprise the novel light high-strength alloy; Can recycling, reduced building waste, further realize the energy-saving and environmental protection construction.
The connecting hole of the frame 203 of unit template 2 and sheet frame 202, Angle formwork 31, cheek board 32, external corner mould 3 is according to certain modulus design, all can be connected mutually between 2 of unit templates, unit template 2 and transition template.Slab form adopts design of jacking formula and restriction supporting way, can improve the support strength of slab form, strengthens the safety of template construction.
Combine accompanying drawing that the embodiment of the utility model is described above; But the utility model is not limited to the above-mentioned specific embodiment, and the above-mentioned specific embodiment only is schematically, rather than restrictive; Those of ordinary skill in the art is under the enlightenment of the utility model; Not breaking away under the scope situation that the utility model aim and claim protect, also can make a lot of forms, these all belong within the protection of the utility model.
Claims (10)
1. a light-high-strength alloy early-dismantling formwork system is characterized in that, comprise light-high-strength alloy early stripping formwork system with after tear supporting mechanism open;
Tear open after said supporting mechanism comprise from bottom to top tear open behind connect adjustable support (11), after tear jacking open, tear open after said and tear jacking (132) open after tearing open at the bottom of jacking and the plate after jacking comprises at the bottom of the beam;
Said early stripping formwork system comprises unit template (2), transition template, plate cross member (4) and the unit connector (5) that connects a plurality of said unit templates (2);
Said unit template (2) comprises have rectangular faceplate U-shaped section bar, the frame (203) of (201), and two support arms of said U-shaped section bar are two sheet frames (202); Said frame (203) is fixedly connected on the two ends of said U-shaped section bar, and said frame (203) forms closed framework with said sheet frame (202);
Said transition template comprises Angle formwork (31), cheek board (32), external corner mould (3); Said cheek board (32) has two orthogonal limit panels (321), and said limit panel (321) is provided with junction plate (322), and said limit panel (321) forms the semi-closed framework with said junction plate (322); The said Angle formwork of the one-body molded formation of two orthogonal said cheek boards (32) (31), the end face of said Angle formwork (31) is and the inclined-plane that axially has certain angle; The cross section of said external corner mould (3) is the L type;
Said unit template (2) connects the inner corner trim that can constitute building through cheek board (32), and said unit template (2) connects the external corner that can constitute building through external corner mould (3); Connect through Angle formwork (31) between three said unit templates perpendicular to each other (2);
The frame (202) that is used as the said unit template (2) of top board is fixedly connected through plate cross member (4), and the cross section of said plate cross member (4) is the section bar under shed; Said plate cross member (4) through said plate at the bottom of after tear jacking open and support (132); The said unit template (2) that is used at the bottom of the beam supports through tearing jacking open after at the bottom of the beam.
2. light-high-strength alloy early-dismantling formwork system according to claim 1 is characterized in that the end face of said Angle formwork (31) is provided with angle junction plate (311), and said junction plate (311) is provided with connecting hole.
3. light-high-strength alloy early-dismantling formwork system according to claim 1 is characterized in that, a plurality of said unit templates (2) spelling becomes wall form (21), and the lower end of said wall form (21) is connected with external corner mould (3).
4. light-high-strength alloy early-dismantling formwork system according to claim 1; It is characterized in that; Said light-high-strength alloy early-dismantling formwork system also comprises " C " shape slotware (6), and the cross section of said " C " shape slotware (6) is to have three frame types of vertical edges successively; A plurality of said unit templates (2) spelling becomes wall form (21), column template (22), and said " C " shape slotware (6) is fixedly connected with said wall form (21), said column template (22).
5. light-high-strength alloy early-dismantling formwork system according to claim 1; It is characterized in that; Said light-high-strength alloy early-dismantling formwork system also comprises and is used for fastening and folded fastener member (7) position gates window opening both sides said unit templates (2); The middle part of said folded fastener member (7) is hinged, and the said unit template (2) of both sides, door and window hole is fixedly connected with the two ends of said folded fastener member (7).
6. light-high-strength alloy early-dismantling formwork system according to claim 1; It is characterized in that; Said light-high-strength alloy early-dismantling formwork system also comprises main back cord (41) and to tension firmware (42), the unit template (2) of body of wall (100) both sides, the unit template (2) of beam body both sides are by said main back cord (41) and fastening to tension firmware (7).
7. light-high-strength alloy early-dismantling formwork system according to claim 1 is characterized in that, tears jacking after said open and saidly tears support member (11) open after adjustable and peg graft or be rigidly connected.
8. light-high-strength alloy early-dismantling formwork system according to claim 1; It is characterized in that; Tear support member (11) after adjustable open and comprise tubulose upper support bar (111), lower support bar (112), regulating part (113); Said lower support bar (112) has external screw thread and is enclosed within the upper support bar (111), and said regulating part (12) has and the suitable internal thread of said lower support bar (112), and said regulating part (113) is installed on the said lower support bar (112).
9. light-high-strength alloy early-dismantling formwork system according to claim 1 is characterized in that, the back side of said unit template (2) is provided with back of the body reinforcing rib (204); The cross section of said back of the body reinforcing rib (204) is trapezoidal.
10. light-high-strength alloy early-dismantling formwork system according to claim 1 is characterized in that a plurality of said unit templates (2) become beam forms according to the length and the spelling that varies in size, the stair template; Said slab form and said after tear supporting mechanism open quantitative proportion be 1:3, said beam forms and said after tear supporting mechanism open quantitative proportion be 1:4.
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| Application Number | Priority Date | Filing Date | Title |
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| CN2011202053819U CN202187547U (en) | 2011-06-17 | 2011-06-17 | Light and high-strength alloy early-removed template system |
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| CN2011202053819U CN202187547U (en) | 2011-06-17 | 2011-06-17 | Light and high-strength alloy early-removed template system |
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Cited By (10)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103216087A (en) * | 2013-04-09 | 2013-07-24 | 佛山市广成铝业有限公司 | Bilateral self-bearing building template system |
| CN103470021A (en) * | 2013-09-29 | 2013-12-25 | 深圳汇林达科技有限公司 | Template fast disassembling system |
| WO2014032371A1 (en) * | 2012-08-28 | 2014-03-06 | Lu Xingming | Assembled high-intensity engineering formwork |
| CN103883119A (en) * | 2014-04-11 | 2014-06-25 | 哈尔滨金剑桥绿色建筑技术有限公司 | Building formwork installation method used for early-detached system |
| CN103993733A (en) * | 2014-05-20 | 2014-08-20 | 富于安（福建）环保模板有限公司 | Concrete formwork unit and construction method thereof |
| CN104264982A (en) * | 2014-10-09 | 2015-01-07 | 深圳汇林达科技有限公司 | Assembled early-detached building template system and setup method thereof |
| CN105317210A (en) * | 2014-05-29 | 2016-02-10 | 深圳市特辰科技股份有限公司 | Angle formwork plate easy to demount |
| CN105649358A (en) * | 2016-01-15 | 2016-06-08 | 国网山东省电力公司青岛供电公司 | Supporting platform component |
| CN105696806A (en) * | 2016-01-26 | 2016-06-22 | 晟通科技集团有限公司 | Supporting device |
| CN108824801A (en) * | 2018-06-26 | 2018-11-16 | 徐晓胜 | A kind of interior external mold steel form of section construction concrete |
-
2011
- 2011-06-17 CN CN2011202053819U patent/CN202187547U/en not_active Expired - Lifetime
Cited By (13)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| WO2014032371A1 (en) * | 2012-08-28 | 2014-03-06 | Lu Xingming | Assembled high-intensity engineering formwork |
| CN103216087A (en) * | 2013-04-09 | 2013-07-24 | 佛山市广成铝业有限公司 | Bilateral self-bearing building template system |
| CN103216087B (en) * | 2013-04-09 | 2016-02-03 | 佛山市广亚铝模科技有限公司 | A kind of two-way self-bearing type construction formwork system |
| CN103470021B (en) * | 2013-09-29 | 2015-09-16 | 深圳汇林达科技有限公司 | A kind of template quick detach system |
| CN103470021A (en) * | 2013-09-29 | 2013-12-25 | 深圳汇林达科技有限公司 | Template fast disassembling system |
| CN103883119A (en) * | 2014-04-11 | 2014-06-25 | 哈尔滨金剑桥绿色建筑技术有限公司 | Building formwork installation method used for early-detached system |
| CN103993733A (en) * | 2014-05-20 | 2014-08-20 | 富于安（福建）环保模板有限公司 | Concrete formwork unit and construction method thereof |
| CN105317210A (en) * | 2014-05-29 | 2016-02-10 | 深圳市特辰科技股份有限公司 | Angle formwork plate easy to demount |
| CN105317210B (en) * | 2014-05-29 | 2018-01-26 | 深圳市特辰科技股份有限公司 | Readily removable Angle formwork |
| CN104264982A (en) * | 2014-10-09 | 2015-01-07 | 深圳汇林达科技有限公司 | Assembled early-detached building template system and setup method thereof |
| CN105649358A (en) * | 2016-01-15 | 2016-06-08 | 国网山东省电力公司青岛供电公司 | Supporting platform component |
| CN105696806A (en) * | 2016-01-26 | 2016-06-22 | 晟通科技集团有限公司 | Supporting device |
| CN108824801A (en) * | 2018-06-26 | 2018-11-16 | 徐晓胜 | A kind of interior external mold steel form of section construction concrete |
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