CN2326666Y - All-whether #-shaped lifting regulation platform and wall form-board formation, and support rack structure - Google Patents

Abstract

The utility model discloses an all-whether #-shaped lifting regulation platform, a wall form-board formation and a supporting rack structure, belonging to a form-board forming member used for building construction. The utility model is composed of an inner form-board group (1), an outer form-board group (2), a supporting rack structure (3), a lifting device (4), etc. When the utility model is used, the inner form-board group (1) and the outer form-board group (2) can be assembled according to the actuality of a building on the ground, mating parts, such as vertical steel bars, distributing boxes, pipe lines, etc., are arranged, and then concrete sleeve pipes (101) pass through pulling rods (10) for separately fixing. The connecting rods (14), (24) of the inner form-board group and the outer form-board group are inserted and fixed to integration. The utility model is very convenient.

Description

Round-the-clock well type lifting regulation platform and wall template constitute, support structure

The utility model belongs to forming panel for building, especially the high building building that refers to a kind of using system template is in successively making liter, can give consisting of earlier and include reinforcing bar, pull bar, the template group of accessories such as pipe arrangement circuit, hang with layer and to irritate into floor and give location division and the simple fit of counterpart, and link the composite construction that supports location post-grouting moulding fast.

As known to the public, general steel concrete high building structure is evolved to the system template of recent steel template or aluminium alloys template etc. by early stage traditional timber template, normally on the exterior wall of following one deck, give during its group mould and bury numerous support components, external mold is lifted to given on most the support components of allocation, behind the manpower integrated positioning, bar bender, water power worker etc. are dependence with regard to this external mold, after separately upright counterpart of group such as reinforcing bar, distributing box, the route of pipe line etc. were formed on the spot on each floor, promptly the fit internal mold placed pull bar and forms.

Yet, with the external mold during, be to stand in the upright and fixed operation of the outer support group of exterior wall with the many exterior sheathings of manually-operated by the operating personnel is outstanding for counterparts such as the upright reinforcing bar of dependence group, distributing box, the routes of pipe line, be absolutely unsafe, also influence operating efficiency; Moreover each counterpart all need hang with the construction of layer and carry or the carrying of manpower arrives and gives fixed position, and the cleaning after forming often forms equipment because of the space by each or object fills, and shows the mixed and disorderly operation that influences; Especially, often psychological burden is arranged and abnormal operation might take place in the high building assembling, and, also cause puzzlement if there is the preparation of counterpart too much or very few; Person more, the employed equipment of support after no matter the template of wall or floor is formed and the support and the pedal of coordinating operation, along with the rising of floor all needs manpower carrying successively, time-consuming, real is shortcoming.

The purpose of this utility model provides a kind of round-the-clock well type lifting regulation platform and the wall template constitutes, support structure, can give on the ground and form complete template group earlier, hang fast to be downloaded to and build floor and give the allocation combination, the inconvenience that is caused with the operation that reduces the high building scene and carrying, and can increase work efficiency, and reduce construction cost.

For solving above-mentioned task, the solution that the utility model adopts is:

Comprise an inner formword group, by same many template assemblings of giving the high thick size of Fixed width, and it is involutory that the integral body of its composition has at least a pair of adjacent template system to be the upwards outer limit wall that tiltedly launches, and the proper width of forming system is slightly less than the wall width of building floor, and the bottom of each template system is propped up by the saturating sky of foot lever, make cylinder and floor face with building that one working space be arranged, make after finishing on the building floor in conjunction with operation, energy blocking fixed bottom cover plate and left side plate, and on each template, give the hole that places of leaving many pull bars;

One exterior sheathing group, each template that should the inner formword group is also adopted the same thick size of Fixed width of giving, but the many templates that are complete plate face are formed, and its composition width is bigger than the width of building walls, can make the both sides of this exterior sheathing group and bottom subsides be covered on this building cylinder;

One support frame structure, wall size that should building constituent parts scope is contained the floor appropriate location that hollow mast more than at least four is set in building gives in the through hole that stays, and on this each mast equal portions be equipped with many through holes, make this each mast respectively place a supporting rod seat and drop on this building floor through hole periphery upper support and giving fixed height and position, and the one group of length-adjustable holding rod that respectively is pivoted on each mast of neighborwise desire moulding room wall side, make this respectively organize the holding rod outer end one pivot connector is set, the template group appropriate location of this hypotenuse wall of operable pivot joint, and to should each inner formword group tiltedly closing the limit wall actuator that is pivoted, make the template group appropriate location of tilting this hypotenuse wall of downward pivot joint of operating bar of this each actuator, and contiguous this each mast top is installed with the connecting rod between each mast, and but this each connecting rod prolongs the suspended wall of a folding of pivot on each and folded Working pedal and the guardrail of being provided with on the armed lever of each cantilever outer end;

One lifting gear, each hollow posts masthead end in this support structure sets firmly a winding plant, make its cable pass this hollow mast inside, walk around the sheave that is hubbed on this hollow mast bottom, can be when rise that this support structure of operation is built along with floor, the hook button knot of this cable is taken put the thing that holds at a support bar of upper strata floor through hole periphery or other;

Wherein, each mast height of this support structure is higher than the two-layer floor of building at least, and wherein this each floor through hole periphery that support bar was located in of each mast through hole plant is placed with movably backplate, think the pad of this support bar, and symmetry on this backplate, be connected with adjustable this each mast of bar fixing that holds in the appropriate location, and can think the verticality of adjusting this mast according to the level gauge that is provided with on this each mast etc.;

Wherein, this lifting gear is with oil pressure unit each mast of this support structure of lifting piecemeal, and when each start lifting stroke supports each mast through hole of floor correspondence to this, promptly placing support this oil pressure unit operating bar of withdrawing again with each support bar pushes up again and lifts this support structure shifting piecemeal and give fixed height and position, and it supports the support bar of floor through hole end face or holding on the thing of other to should each mast of support structure taking to put at last layer with each crane assembly pulley hook, crane rope hitch then fastener arrives this each mast of this crane lifting of manual or automatic transmission and gives allocation in the bottom of this each mast of support structure.

Below in conjunction with accompanying drawing the specific embodiment of the present utility model is described in further detail.

Fig. 1 is the outward appearance rough schematic after the moulding of the utility model template.

Fig. 2 is the rough schematic of the utility model job status.

Fig. 3 is that the template of the utility model one operation groups of floors is formed cut-away view.

Fig. 4 looks cut-away view on the combination of the utility model inner and outer template.

Fig. 5 is the utility model inner and outer template limit wall combination schematic diagram.

Look schematic diagram in the wall combination of Fig. 6 the utility model inner and outer template limit.

Fig. 7 is the cut-away view of the utility model grouting back striking job.

Fig. 8 is the operation support operation chart of the utility model support structure.

Fig. 9 is that the location of the utility model support structure mast constitutes schematic diagram.

Look schematic diagram on Figure 10 Fig. 9.

Figure 11 is the embodiment schematic diagram that the lifting of the utility model support structure constitutes.

Figure 12 is another embodiment schematic diagram that the lifting of the utility model support structure constitutes.

Figure 13 is the embodiment schematic diagram again that the lifting of the utility model support structure constitutes.

Consult Fig. 1 to shown in Figure 3, the utility model system comprises: an inner formword group (1), and an exterior sheathing group (2), a support structure (3), part such as a lifting gear (4) is formed.

This inner formword group (1) is all multi-templates (11) that give the high thick size of Fixed width by same, plant and assemble in conjunction with pin group (12) fast in several involutory holes (112) that wear on the adjacent edge wall (111) of its each template, can form proper width according to wall (W) size of building construction floor, and the integral body of its composition to have a pair of adjacent template (11) at least be to be the upwards outer limit wall (113) that tiltedly launches, (114) involutory, and this each template (11) appropriate location is connected with involutory several clasps (13), can place fix one or this each template (11) of connecting rod (14) fixing of several sections be integral, and on this template (11), give leave many pull bars (10) place hole (115).

Its bottom system of each template of this inner formword (1) (11) is propped up by foot lever (15) hollow out, and the width of composition is slightly less than wall (W) width of building floor, make cylinder (C) and floor face (F) with building that a working space be arranged, can will give the first reinforcing bar of forming, distributing box, the route of pipe line etc. between this inner formword group (1) and this exterior sheathing group (2) after finishing on the building floor in conjunction with operation, make blocking fix each bottom plate (16) and left side plate (17), think the operation of grouting.

This exterior sheathing group (2) is that each floor (11) that should inner formword group (1) is also adopted the same thick size of Fixed width of giving, but all multi-templates (21) that are complete plate face are formed, and also have limit wall (211) and involutory hole (212) to plant fast, and clasp (23) in conjunction with the assembling of pin group (22).Connecting rod (24) and pull bar place the formation in hole (215) etc., and it forms the width that building walls is wider than in system, the both sides of this exterior sheathing group (2) and bottom can be pasted be covered on this building cylinder (C).Each template (11), (21) apical margin of this inside and outside template group (1), (2) all are provided with shackle (20).

This support structure (3) is that wall (W) size of corresponding building constituent parts scope contains floor (F) that hollow mast (31) more than at least four is set in building and goes up the appropriate location and give in the through hole (F1) that stays, and this each mast (31) is higher than two-layer floor (F) highly at least.What this each mast (31) was gone up equal portions is equipped with many through holes (311), make this each mast (31) respectively place a support bar (32) and be located in this building one floor through hole (F1) periphery upper support and giving fixed height and position, and place movably backplate (33) in each floor through hole (F1) periphery that supports this each mast (31), think the pad of this support bar (32), and symmetry on this backplate (33), be connected with adjustable this each mast (31) of bar (331) fixing that holds in suitable position, and the level gauge etc. that is provided with each orientation in this each mast (31) is thought the verticality of adjusting this each mast.

This support structure (3) neighborwise is desired the inner and outer template group (1) of the building walls (W) of slurry molding, (2) one group of length-adjustable holding rod (34) respectively is pivoted on each mast (31), making this respectively organize holding rod (34) outer end is provided with the operable pivot of a pivot connector (341) and ties this inner formword group template (11) and go up the appropriate location, and to should each inner formword plate group (1) hypotenuse wall (113), (114) the template group actuator (35) that on this each mast (31), is pivoted, make this hypotenuse wall (113) of the tilting downward pivot joint of operating bar (351) of this each actuator (35), (114) template group appropriate location, contiguous each mast (31) of this support structure (3) top is installed with the connecting rod (36) between each mast, and this each connecting rod (36) also extends building walls (W) top that a cantilever (37) that can make progress the pivot folding strides across desire slurry molding, and folded Working pedal (38) and the guardrail of establishing according to several units in each cantilever (37) pivot folding orientation (381) on the armed lever outside each cantilever (37) is stepped out wall (W).

This lifting gear (4) lies in each hollow mast (31) top of this support structure (3) and sets firmly a hoist engine (41), make its cable (42) pass this hollow mast (31) inside, walk around a sheave (43) that is hubbed on this each hollow mast (31) bottom, when rise that this support structure of operation (3) is built along with floor, hook (44) the button knot of this cable (42) is taken put the thing that holds at the support bar (32) of last layer floor through hole (F1) periphery or other.

When using the utility model, on the ground can according to the actual distance of building two cylinders (C) should in, exterior sheathing group (1), (2) assembling, and give first moulding concrete sleeve (101) according to the molding thickness of wall (W), make in this inner and outer template group (1), (2) giving the upright reinforcing bar of group earlier between, distributing box, behind the counterparts such as the route of pipe line, place in pull bar (10) fixed interval and the general with this concrete sleeve (101) again, exterior sheathing group (1), (2) each connecting rod (14), (24) plant is consolidated into one, make whole inner and outer template group (1), (2) be hung floor plates (F) that desire builds goes up the allocation that gives between the molded cylinder that makes (C), each the holding rod pivot connector (341) that is pivoted on each mast of this support structure (3) (31) can be articulated this inner formword group template (11), and this actuator (35) operating bar (351) also pivot connect on this inner formword group template (11), and adjust the length of this each holding rod (34), to adjust the verticality of this inner formword group (1) and exterior sheathing group (2), and the suitable exterior wall that is sealed on building of this exterior sheathing group (2), the holding rod group (34) that is articulated on each mast of this support structure (3) (31) and actuator (35) operating bar (351) are stretched out to hold, in during as grouting, exterior sheathing group (1), (2) support, and by the hollow part position of this each template of inner formword group (1) (11) bottom foot lever (15), with its both sides of the edge and building cylinder (C) working space, the reinforcing bar of forming earlier will be given between this inner formword group (1) and this exterior sheathing group (2), distributing box, giving the corresponding objects operating that stays on the routes of pipe line etc. and the building floor (F) (welds as reinforcing bar in conjunction with operation, the distributing box location, the route of pipe line interlocks etc.), blocking is fixed each bottom plate (16) and left side plate (17) again, so that the operation of being in the milk.

When concrete reaches early strength can form removal the time, can be with in being somebody's turn to do, exterior sheathing group (1), part connecting rod (14) removal of each pull bar (10) (2) and this inner formword group (1), and after making building and hanging each template of carrier aircraft tool hook exterior sheathing group (2) (21) apical margin shackle (20), the operating bar (351) that can operate this each actuator (35) upwards contracts and moves back, and make the upward outer involutory limit wall (113) that launches of this inner formword group (1), (114) break away from and the demoulding, and hang this exterior sheathing group (2), floor (F) then can and be desired each mast (31) support shuttering (F2) of following this support structure (3) of moulding floor (F) and launch the cantilever (37) and the Working pedal group (38) on each mast of this support structure (3) (31) top by in type wall (W), the upright and grouting operation with the group of carrying out counterparts such as floor bar.

When rising a hurried floor, hoist engine (41) cable (42) of this lifting gear (4) is unclasped, after through hole (F1) fastener that makes its hook (44) can be stretched to a floor (F) is taken and is put the support bar (32) or other card extension thing that is held in this through hole (F1) end face periphery, this each hoist engine (41) and this each mast (31) of lifting of near-synchronous promptly reverse, rise overally to and give take the altitude to lift this support structure (3), can fall to placing on the backplate (33) of floor through hole (F1) periphery storing in corresponding each the insertion support bar (32) of through hole (311) of this each mast (31) again, by respectively holding bar (331) according to suitable position and the verticality of level gauge adjustment that is embedded on this each mast (31).

Another embodiment of this lifting gear of the utility model uses oil pressure unit (4a) top to lift, when the each lifting stroke of this oil pressure unit operating bar (41a) supports each mast through hole (311) of floor correspondence to this, promptly place, make shifting of near-synchronous piecemeal give fixed height and position (as shown in figure 12) with this each support bar (32).An embodiment is as shown in figure 13 again for the utility model, system makes each crane assembly pulley (4b) hook take to put at last layer and supports the support bar (32) of floor through hole (F1) end face or holding on the thing of other, this crane hook (41b) then fastener makes this each mast (31) arrival of lifting of this crane pulley gear (4b) near-synchronous of manual or automatic transmission give allocation in the bottom of each mast of this support structure (3) (31).

The utility model is compared with the structure of existing structure system template and support thereof, has the following advantages:

1, the utility model gives on ground and forms earlier complete template group, to reduce height Floor plate or hanging operation are to guarantee safety and to raise the efficiency.

2, the utility model is because of operation on ground, makes preparation work and the supply can be more Fast, and the template after the assembling can hang fast to be downloaded to and build floor and give the allocation combination, And the speed of quickening operation, to improve the experience benefit.

3, the utility model can make high building in the construction only use the support structure of minority, Thereby reduce quantity and the kind of equipment, reduced over the ground the assembling program mutually, correspondingly fall The cost of labor of low assembling.

4, the support structure of the utility model use can be with layer by promoting high and only need using This same form is built propping up of layer and is configured to, and with minimizing component count and cost, and then falls Low member, parts management, and the cost that uses of transport operation, place.

5, the utility model can make each build layer broader movable space in building up, And after building the better cleaning flooring of maintenance is arranged, after building up with convenient each layer of high building structure body The work that continues, to improve the quality of working environment.

In sum, the utility model is real is current to disclosed a kind of desirable the building of common people Build building and adjust platform and wall template formation with promoting, support structure has practicality very much Promotional value.

Claims (5)

1, a kind of round-the-clock well type lifting regulation platform and wall template constitute, one support structure, it is characterized in that: comprise, one inner formword group (1), by same all multi-templates (11) assembling of giving the high thick size of Fixed width, and it is that tiltedly the limit wall of expansion is involutory outside being upwards that the integral body of its composition has a pair of adjacent template (11) at least, and the proper width of forming system is slightly less than the wall width of building floor, and the end of each template (11) all is to be propped up by the saturating sky of foot lever (15), make cylinder and floor face with building that one working space be arranged, make after finishing on the building floor in conjunction with operation, can blocking fixed bottom cover plate (16) and left side plate (17), and on each template (11), give leave many pull bars (10) place hole (115);

One exterior sheathing group (2), each template (11) that should inner formword group (1) is also adopted the same thick size of Fixed width of giving, but all multi-templates (11) that are complete plate face are formed, and its composition width is bigger than the width of building walls, can make the both sides of this exterior sheathing group (2) and bottom subsides be covered on this building cylinder;

One support frame structure (3), wall size that should building constituent parts scope is contained the floor appropriate location that hollow mast (31) more than at least four is set in building gives in the through hole that stays, and be equipped with many through holes (311) what this each mast (31) was gone up equal portions, make this each mast (31) respectively place a support bar (32) and be located in this building floor through hole periphery upper support and giving fixed height and position, and the one group of length-adjustable holding rod (34) that respectively is pivoted on each mast (31) of neighborwise desire moulding room wall side, make this respectively organize holding rod (34) outer end one pivot connector (341) is set, operable pivot is tied the appropriate location on this inner formword group (1) template (11), and to should each inner formword group (1) tiltedly closing the limit wall actuator (35) that is pivoted, make the template group appropriate location of tilting this hypotenuse wall of downward pivot joint of operating bar (351) of this each actuator (35), and contiguous this each mast (31) top is installed with the connecting rod (36) between each mast (31), and this each connecting rod (36) extend one can make progress the suspended wall (37) of pivot folding and on the armed lever of each cantilever (37) outer end the folded guardrail (381) that is provided with Working pedal (38);

One lifting gear (4), each hollow mast (31) top in this support structure sets firmly a winding plant, make its cable pass this hollow mast (31) inside, walk around the sheave (43) that is hubbed on this hollow mast (31) bottom, can be when rise that this support structure of operation is built along with floor, hook (44) the button knot of this cable (42) is taken put the thing that holds at the support bar (32) of last layer floor through hole periphery or other.

2, a kind of round-the-clock well type poplar rising tune leveling platform according to claim 1 and wall template constitute, and a support structure is characterized in that: each mast (31) of this bracing frame (3) structure is higher than the two-layer floor of building highly at least.

3, a kind of round-the-clock well type poplar rising tune leveling platform according to claim 1 and wall template constitute, one support structure, it is characterized in that: this each floor through hole periphery that the support bar (32) that each mast (31) through hole (311) of this support structure (3) is planted is located in is placed with movably backplate (33), think the pad of this support bar (32), and symmetry on this backplate (33), be connected with adjustable this each mast (31) of bar (331) fixing that holds in the appropriate location, and the level gauge that can go up be provided with according to this each mast (31) etc. is thought the verticality of adjusting this each mast (31).

4, a kind of round-the-clock well type lifting regulation platform according to claim 1 and wall template constitute, one support structure, it is characterized in that: this lifting gear (4) is with oil pressure unit each mast (31) of this support structure of lifting (3) piecemeal, and when each start lifting stroke supports each mast through hole (311) of floor correspondence to this, promptly place the support multiple top of this oil pressure unit operating bar (351) of withdrawing again and lift this support structure (3) shifting piecemeal and give fixed height and position with each support bar (32).

5, a kind of round-the-clock well type lifting regulation platform according to claim 1 and wall template constitute, one support structure, it is characterized in that: corresponding each mast of support structure (3) of this lifting gear (31) is taken with each crane assembly pulley hook (44) and is put last layer and support the support bar (32) of floor through hole end face or holding on the thing of other, crane rope hitch (44) then fastener arrives this each mast (31) of this crane lifting of manual or automatic transmission and gives allocation in the bottom of each mast of this support structure (3) (31).

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