CN205088949U - Concave shape floor forming device's outer wall mould group establishes structure - Google Patents

Concave shape floor forming device's outer wall mould group establishes structure Download PDF

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Publication number
CN205088949U
CN205088949U CN201520765195.9U CN201520765195U CN205088949U CN 205088949 U CN205088949 U CN 205088949U CN 201520765195 U CN201520765195 U CN 201520765195U CN 205088949 U CN205088949 U CN 205088949U
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China
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mould
character type
floor
shaped device
exterior wall
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CN201520765195.9U
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Chinese (zh)
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李渊河
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Individual
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Abstract

The utility model relates to a concave shape floor forming device's outer wall mould group establishes structure, include: a concave shape floor forming device, plural number outer wall mould, respectively this outer wall mould have a rigid coupling in the mounting of this concave shape floor forming device side bottom, one set up in the transmission source of this mounting, one with the driving medium of this transmission source interlock, one with the axis of rotation of this driving medium interlock, one with the movable block of this axis of rotation spiro union, one link with this movable block and with this mounting to the side of contact and can carry on to the side of this mounting forward back the pulley and one and this movable block bottom the outer wall plate of rigid coupling form.

Description

The exterior wall set of molds of concave character type floor shaped device establishes structure
Technical field
The utility model is relevant with construction implement, particularly establish with a kind of exterior wall set of molds of concave character type floor shaped device construct relevant.
Background technology
At present, all kinds of scaffold is manually built in building trade general employing of constructing, and artificial auxiliary mounting or dismounting are built and built model, reinforcing bar in manual site's welding wall and column, a dead lift template, often quality cannot ensure, labour intensity is large, the duration is slow, cost is high and the potential safety hazard of existence is many.
Therefore, in the society that current human cost increases gradually, for solving the problem, one can be provided can to improve construction safety reliability, greatly can improve speed of application, ensure construction quality, the technology that simultaneously can also reduce the method for the highrise building Quick mechanicalization construction of construction cost seems particularly important.
Refer to the document of Chinese Patent Application No. 201110365607.6, it is the method for a kind of highrise building Quick mechanicalization construction, comprises hanging integrated lifting appliance; Pylon unit in bulk is carried out overall package, pneumatic cast die opening and closing device is fixedly installed in the below of unitary mould pylon simultaneously; Start all four screw rod lifting devices, jack-up unitary mould pylon; Lift the wall of a floor, beam steel cage; Unitary mould pylon is fallen after rise, drives the horizontal matched moulds of pneumatic cast die opening and closing device; Fluid concrete, die sinking after concrete setting; Unitary mould pylon is upwards promoted; Lift floor, sunlight coincides partial precast plate, precast stair and the prefabricated window that wafts; Laying coincides floor cast-in-place part steel mesh reinforcement and the cast-in-place floor flooring top concrete that coincides; Repeat above-mentioned steps, complete the construction of all floors.
Refer to the document of Chinese Patent Application No. 201310474132.3 and CN201320628039.9, it makes building machine in the air for one, be applicable to high level build with Super high-rise dwelling house, it comprises principal space lift platform, exterior wall finishing lift platform, tower crane and control device, wherein, principal space lift platform is provided with body die, appts. for transferring ready-mixed concrete, concrete spreader and spray equipment.When building, first arrange concrete bar, then make principal space lift platform decline, to make together with body die splices with concrete bar, then make appts. for transferring ready-mixed concrete to body die delivering concrete, after 24 hours, concrete setting becomes body of wall.
Refer to the document of Chinese Patent Application No. 201320628378, it is a kind of body of wall moulding form, being suspended in can on the jacking equipment of oscilaltion, body of wall moulding form comprises several and is interconnected and fixed and can rises with jacking equipment and to open and the interior wall that closes up of declining is square waters wall mould bases and exterior wall waters wall mould bases, several exterior walls water wall mould bases and are surrounded on that several interior walls are square to be watered wall mould bases and water wall mould bases in splicing arrange with these several interior walls are square, and these several exterior walls water wall mould bases and several interior walls are square waters the area that wall mould bases covers and is more than or equal to the area will building house.When the shaping body of wall of needs, body of wall moulding form is dropped in the plane that will build as long as control jacking equipment, afterwards, just can body of wall moulding form fluid concrete in the past; After complete, risen by body of wall moulding form as long as control jacking equipment, now, the interior wall of body of wall moulding form is square to be watered wall mould bases and exterior wall and waters wall mould bases and can open the body of wall departing from forming.
By above-mentioned known case, can find it is all wish to utilize body die to promote the efficiency of building plural floor, but all there is serious loss in fact known case, because when building each floor, this body die all must first raise at least certain height, carries out spray equipment spray body of wall, then on body of wall end face, arranges precast plate and cloth concrete, spray body of wall end face more afterwards, then again this body die is dropped to making floor; In other words, although utilize mould to coordinate concrete shoot mode really can improve the speed of construction, but known construction engineering method also cannot one-shot forming floor metope and interlayer metope, therefore when building each floor, after utilizing this floor metope of body die forming, still must wait for a period of time and could build interlayer metope and make its complete shaping floor, in other words the floor built the more, it such as to be wasted at time to be onstructed increases relatively, and therefore known construction method still needs to improve part in efficiency of construction.
Utility model content
The utility model provides a kind of exterior wall set of molds of concave character type floor shaped device to establish structure, its main purpose be by a concave character type floor shaped device coordinate exterior wall die device from a ground with fast, mode construction easily goes out to have the building of plural floor.
For reaching aforementioned order, the utility model is that a kind of exterior wall set of molds of concave character type floor shaped device establishes structure, comprising: a concave character type floor shaped device; Plural number exterior wall mould, respectively this exterior wall mould have a fixture, being fixed in this concave character type floor shaped device side bottom be arranged at this fixture transmission power source, one and this transmission power source interlock driving member, one and this driving member interlock turning cylinder, one and this power transmission shaft be spirally connected movable block, one and this movable block link and with this fixture contacts side surfaces and can in this fixture side carry out forward-reverse pulley and one and this movable block bottom affixed external wallboard block formed.
By the house that this case is built, without the need to using modular reinforcing cage, the rapid construction program building up one deck for a day can be reached, more reaching and saving cost, the advantage such as firm.
Accompanying drawing explanation
In order to be illustrated more clearly in the technical solution of the utility model, below the accompanying drawing used required for the utility model is briefly described, apparently, accompanying drawing in the following describes is only embodiments more of the present utility model, for those of ordinary skill in the art, under the prerequisite not paying creative work, other accompanying drawing can also be obtained according to these accompanying drawings.
Fig. 1 is the stereogram of the utility model concave character type floor shaped device.
Fig. 2 is the three-dimensional cutaway view of the utility model concave character type floor shaped device.
Fig. 3 is the stereogram of the fixture of the utility model room mould.
Fig. 4 is the stereogram of the contracting membrane module of the utility model room mould.
Fig. 5 is the three-dimensional cutaway view of the utility model exterior wall mould.
Fig. 6 is the stereogram that the utility model enters tower regulating device.
Fig. 7 is the stereogram of the utility model single die body formula room mould.
Fig. 8 is the stereogram of the utility model multimode body formula room mould.
Fig. 9 is the stereogram of the utility model stand column device.
Figure 10 is stereogram of the present utility model, the situation of display construction first floor.
Figure 11 is the sectional view of the utility model room mould, shows the situation utilizing silica gel sheath to seal.
Figure 12 is the sectional view of the utility model exterior wall mould, and the situation before mould is moved back in display.
Figure 13 is sectional view of the present utility model, the first floor after display cementing operations completes.
Figure 14 is another sectional view of the present utility model, the first floor after display cementing operations completes.
Figure 15 is the sectional view of the first room mould of the utility model, the situation before the operation of display contracting mould.
Figure 16 is the sectional view of the first room mould of the utility model, the post-job situation of display contracting mould.
Figure 17 is the sectional view of the utility model the second room mould, the situation before the operation of display contracting mould.
Figure 18 is the sectional view of the utility model the second room mould, the post-job situation of display contracting mould.
Figure 19 is the sectional view of the utility model exterior wall mould, and the situation after mould is moved back in display.
Figure 20 is sectional view of the present utility model, and display concave character type floor shaped device rises to the situation of the second floor.
Figure 21 is stereogram of the present utility model, the situation of display construction second floor.
Figure 22 is stereogram of the present utility model, the situation of display construction second floor.
Figure 23 is sectional view of the present utility model, the second floor after display cementing operations completes.
Figure 24 is sectional view of the present utility model, and display concave character type floor shaped device rises to the situation of third story layer.
Figure 25 is stereogram of the present utility model, and the situation of third story layer is built in display.
Symbolic interpretation in illustrating accompanying drawing is as follows:
The straight metope reinforcing cage 100 of concave character type floor shaped device 10
Supporting body 11 working space 110
Gripper shoe 111 space 1110
The longitudinal width W of suspension rod 1111, W1
Stand column device 20 horizontal type reinforcing cage 200
Slab form 201 base 21
Articulated section 210 outside framework 22
Be installed with space 220 oil hydraulic cylinder 23
Shore 230 room mould 30
Longitudinal runner 31 fixture 32
Groove 33 die body 34
Contracting membrane module 35 clamp holder 350
Forcing piece 351 exterior wall mould 40
Fixture 41 transmission power source 42
Driving member 43 turning cylinder 44
Movable block 45 pulley 46
External wallboard block 47 enters tower regulating device 50,50 '
The horizontal pipe fitting 52 of longitudinal members 51
Support slotted eye 520 colloidal silica 60
Silica gel strip 61 silica gel sheath 62
Transverse flow channels 70,70 ' first floor F1
Second floor F2 third story layer F3
Room general layout G1, G2 ground T
Self-compacting concrete S
Detailed description of the invention
For enabling your auditor have a better understanding and awareness the purpose of this utility model, feature and effect, below please coordinate Figure of description describe in detail as after.
Shown in please refer to the drawing 1-Figure 25, the utility model embodiment is that a kind of exterior wall set of molds of concave character type floor shaped device establishes structure, its by a concave character type floor shaped device 10 coordinate plural stand column device 20 from a ground T with fast, mode construction easily goes out to have the building of plural floor, wherein this concave character type floor shaped device 10 comprises:
One supporting body 11 with a working space 110, the general rectangular design of this supporting body 11, and this supporting body 11 top is across establishing plural gripper shoe 111 (can according to actual demand in vertical or horizontal mode across establishing), respectively this gripper shoe 111 adjacent between there is suitable space 1110 and affixed plural suspension rod 1111 downward, and respectively longitudinal width W of this gripper shoe 111 middle position is ultimate range and tilts gradually toward both sides gradually, makes longitudinal width W of this gripper shoe 111 middle position be greater than longitudinal width W 1 of both sides.
This plural stand column device 20 (as shown in Figure 9), respectively this stand column device 20 comprises the base 21 that has an articulated section 210, one has one is installed with space 220 and is longitudinally fixedly arranged on the outside framework 22 of this base 21, and one is articulated in this articulated section 210 and has the oil hydraulic cylinder 23 of angle pivot pendulum effect, this oil hydraulic cylinder 23 has a telescopic shore 230, wherein this is installed with space 220 is accommodating one can enter tower regulating device 50 (as shown in Figure 6), this enters tower regulating device 50 and is fixed in four corners bottom this supporting body 11, respectively this enters tower regulating device 50 and is made up of plural longitudinal members 51 one longitudinally long rectangular-shaped, respectively this longitudinal members 51 in position links at least one horizontal pipe fitting 52, and these wantonly two horizontal pipe fittings 52 have one supports slotted eye 520.
Plural number room mould 30, respectively this room mould 30 is adjacent forms the mutually through longitudinal runner 31 of plural number to each other, and respectively this room mould 30 top arrange plural fixture 32 (as shown in Figure 3) and each suspension rod 1111 of each this gripper shoe 111 hang establish affixed, respectively this fixture 32 can be operated to adjust the height of respectively this room mould 30, makes these room moulds 30 be positioned at same level height.And be greater than the longitudinal width W 1 in both sides by the longitudinal width W in the middle position of each this gripper shoe 111, make it must have maximum stress when hanging and establishing plural room mould 30 when each this gripper shoe 111, respectively this gripper shoe 111 is avoided because of the weight of this plural room mould 30, to cause the phenomenon occurring distortion or fracture; And when laying cloth for keeping out rain thereon, rainwater can be discharged in both sides.
Except this, respectively this support portion 111 and hanging respectively between this room mould 30 relation of establishing can be selected to utilize plural suspension rod 1111 to hang with plural gripper shoe 111 or single gripper shoe 111 according to actual conditions and establish at least one room mould 30; In other words each support portion 111 and the relation of establishing of hanging respectively between this room mould 30 are not limited to embodiment described in the utility model, but can according to the actual pattern of each this room mould 30, and each this room mould 30 equipping position to each other and corresponding hanging is set establishes relation;
Moreover, in this enforcement, respectively this room mould 30 can be two kinds and implements aspect, wherein a kind of room mould 30 implementing aspect is single die body 34, the side of this die body 34 and bottom surface are cutd open and are established plural groove 33, and respectively this groove 33 is connected (as Fig. 4 mutually with a contracting membrane module 35, shown in Fig. 7), 30, the room mould of another kind of embodiment aspect is the die body 34 of four independent individuals, and this respectively this die body 34 is adjacent forms this plural groove 33 to each other, and respectively this groove 33 is connected (as Fig. 4 mutually with this contracting membrane module 35, shown in Fig. 8), wherein this contracting membrane module 35 is the clamp holder 350 be separately positioned on by each this die body 34, and one the forcing piece 351 wearing this clamp holder 350 formed,
In one embodiment, at least one colloidal silica 60 is provided, seal up the groove 33 of this room mould 30, its sealing operation can be divided into two kinds of embodiments, this colloidal silica 60 of one of them embodiment is the silica gel strip 61 of different size and its area is greater than the groove 33 (as shown in Figure 6, Figure 7) of respectively this room mould 30, when each this silica gel strip 61 imbed respectively this groove 33 time, by each this silica gel strip 61, there is splendid elasticity tension and make it be filled in completely in this groove 33 to have reached hermetic effect;
This colloidal silica 60 of another embodiment is an integrated silica gel sheath 62 (as shown in figure 11) with open space, this silica gel sheath 62 is coated on the vertical outer side face of respectively this room mould 30, take this kind of embodiment can reach equally and make the groove 33 on vertical outer side face reach hermetic effect, the groove 33 of bottom side is then utilize aforesaid silica gel strip 61 to seal.No matter be adopt this silica gel strip 61 or its material of silica gel sheath 62 all to have splendid flexible tension force, therefore not only can really be filled in this groove 33 when carrying out sealing operation, more can be covered on the outer surface of respectively this room mould 30 completely, and to carry out the main function of sealing operation by the groove 33 of this colloidal silica 60 to this room mould 30 be to prevent many foreign material from entering in this groove 33.
Plural number exterior wall mould 40 (as shown in Figure 5), respectively this exterior wall mould 40 is to should four side bottom of supporting body 11 arrange, it comprises one and is fixed in fixture bottom this supporting body 11 41 (for the design of I font), one transmission power source 42 (for motors designs) being arranged at this fixture 41, one with the driving member 43 (for belt design) of this transmission power source 42 interlock, one with the turning cylinder 44 (for screw design) of this driving member 43 interlock, one movable block 45 be spirally connected with this turning cylinder 44, one to link with this movable block 45 and with this fixture 41 contacts side surfaces and the pulley 46 of forward-reverse can be carried out in this fixture 41 side, and one and this movable block 45 bottom affixed external wallboard block 47 formed.
Accordingly, the concave character type building template group construction method of the present embodiment, its construction sequence is as follows:
Step a, carries out plural number straight metope reinforcing cage 100 construction operation of the first floor F1; First constructor sets firmly the straight metope reinforcing cage 100 of plural number of the first floor F1 on this ground T, and respectively the construction location of this straight metope reinforcing cage 100 corresponds to respectively this longitudinal runner 31 of respectively this room mould 30.
Step b, sets up this concave character type floor shaped device 10 in this ground T (as shown in Figure 10); Plural stand column device 20 is set up in advance the appropriate location (the present embodiment exemplifies and is arranged at four corner location) of this ground T, bottom this concave character type floor shaped device 10 respectively this enters tower regulating device 50 and is located in being installed with in space 220 of this stand column device 20, and make the shore 230 of this oil hydraulic cylinder 23 stay on this with angle of inclination slightly entering supporting in slotted eye 520 (as shown in Figure 9) of tower regulating device 50 both sides.
Step c, provides plural number to be arranged at the exterior wall mould 40 bottom this concave character type floor shaped device 10 and is coated on respectively this room mould 30 4 sides (as shown in figure 12), the transmission power source 42 starting this exterior wall mould 40 makes this driving member 43, this turning cylinder 44 and the synchronous start of this movable block 45, and be contacted with the side of this fixture 41 because of the pulley 46 being connected to this movable block 45, and this fixture 41 is fixed in the bottom of this supporting body 11, therefore when transmission power source 42 start, this fixture 41 keeps the metope direction of motionless past respectively this room mould 30 of external wallboard block 47 only making this movable block 45 and be fixed in this movable block 45 bottom to move, after this movable block 45 completes location, the metope of this external wallboard block 47 and respectively this room mould 30 is adjacent forms plural longitudinal runner 31 (as shown in figure 12) to each other.
Steps d, the longitudinal runner 31 mutually through to respectively this room mould 30 carries out cementing operations, (as shown in figure 13); A self-compacting concrete S is provided to pour in longitudinal runner 31 that respectively this room mould 30 is to each other adjacent and mutually through, and this self-compacting concrete S is semi liquid state shape can circulate in mutually through each longitudinal runner 31, and the groove 33 when cementing operations because of each this room mould 30 has utilized this silica gel strip 61 or silica gel sheath 62 to carry out close bag operation, therefore self-compacting concrete S has not had the misgivings flowed in this groove 33.When carrying out cementing operations, when pour into self-compacting concrete S to highly about 1 to eight/10th/for the moment, temporarily stop operation a period of time, after waiting for that self-compacting concrete S is stable, renew row operation, till filling, float because of self-compacting concrete S to avoid respectively this room mould 30.
Step e, carries out plural number straight metope reinforcing cage 100 construction operation of a upper floor (the second floor F2); The top that constructor stands on respectively this room mould 30 sets firmly this plural straight metope reinforcing cage 100 of a floor and is connected with the straight metope reinforcing cage 100 of the plural number of the first floor F1, and the longitudinal runner 31 of plural number that this plural straight metope reinforcing cage 100 corresponds to respectively this room mould 30, wherein be worth one be, constructor constructs in the working space 110 of this supporting body 11, therefore can slacken the windage when work high above the ground by the supporting body 11 of clad type, promote operating efficiency.
Step f, carries out the operation of contracting mould, mode that is manual or electric remote control can be adopted to control the forcing piece 351 of respectively this contracting membrane module 35 toward third side to packing (as shown in Figure 15-Figure 18), make respectively this die body 34 produce slightly move, the outer surface of adding respectively this room mould 30 is isolated with the slurry S in this longitudinal runner 31 by this silica gel strip 61 or silica gel sheath 62 (as shown in figure 11), and utilize this silica gel strip 61 or silica gel sheath 62 only to have adhesive power to respectively this room mould 30 that rigidity material is made, and to the tractionless physical characteristic of self-compacting concrete S, therefore when each this die body 34 by the forcing piece 351 of this contracting membrane module 35 produce slightly move time, respectively this room mould 30 can be separated by the self-compacting concrete S easily in runner 31 longitudinal with this, continue (as shown in figure 19), the transmission power source 42 starting this exterior wall mould 40 drives the synchronous start of this driving member 43, this turning cylinder 44 and this movable block 45, makes this external wallboard block 47 recess the metope of respectively this room mould 30, completes the operation of contracting mould accordingly.
Step g, carries out rising mould operation: the height of the supreme floor of this concave character type floor shaped device 10 that rises, and completes the construction operation of the first floor F1, make the first floor F1 become completion floor, (as Figure 20, shown in Figure 21) its utilize the shore 230 of this oil hydraulic cylinder 23 stay on respectively this enter tower regulating device 50 support in slotted eye 520, and make this shore 230 upwards extend this is entered the height that tower regulating device 50 shores a supreme floor, the room general layout G1 of shaping completion floor (the first floor F1) on this ground T, and because of this oil hydraulic cylinder 23 have angle pivot pendulum effect, therefore in the process that this shore 230 upwards extends, this oil hydraulic cylinder 23 also can its corresponding angle of synchronous adjustment come because of should shore 230 upwards extend time angle change, and hang by each suspension rod 1111 of each this gripper shoe 111 bottom respectively this room mould 30 of establishing, with the general layout G1 top, room of this completion floor, there is a transverse flow channels 70, and when this concave character type floor shaped device 10 is to when rising to the height of a upper floor, being installed with in space 220 of this stand column device 20 is then inserted another and is entered tower regulating device 50 ', and this enter tower regulating device 50 ' be with top enter tower regulating device 50 interlocking mutually.
Step h, makes plural horizontal type reinforcing cage 200 (as shown in figure 22) and the slab form 201 of completion floor (the first floor F1) and a upper floor (the second floor F2); It utilizes and respectively sets firmly plural horizontal type reinforcing cage 200 with the transverse flow channels 70 at this completion floor top bottom this room mould 30, and respectively this horizontal type reinforcing cage 200 with respectively this straight metope reinforcing cage 100 is interconnected; Build the slab form 201 be positioned at below horizontal type reinforcing cage 200.
Step I, it is highly a upper floor (the second floor F2), provides plural number to be arranged at the exterior wall mould 40 bottom this concave character type floor shaped device 10 and is coated on respectively this room mould 30 4 sides (as shown in figure 22); The mode of coated respectively this room mould 30 of its this exterior wall mould 40 is identical with step c, please hold the applicant and repeat no more.
Step j, it is highly a upper floor (the second floor F2), and the longitudinal runner 31 mutually through to respectively this room mould 30 carries out cementing operations (as shown in figure 23); During grouting, this self-compacting concrete S not only to pour in longitudinal runner that respectively this room mould 30 is mutually through 31 and the straight metope reinforcing cage 100 of plural number of a coated upper floor (the second floor F2), while also can flow to this completion floor and transverse flow channels 70 on this between a floor (the second floor F2) this plural horizontal type reinforcing cage 200 coated;
Step k, repeats step e to step j, until the completion of all floors, Figure 23-25 shows the construction sequence of making second floor.
In the present embodiment, rise the supreme floor of this concave character type floor shaped device 10 (third story layer F3) height and complete the construction operation of the second floor F2, its be utilize the shore 230 of this oil hydraulic cylinder 23 to stay on respectively this enters tower regulating device 50 ', and make this shore 230 upwards extend shoring simultaneously two this enter the height of tower regulating device 50 and a 50 ' supreme floor (third story layer F3), and because of this oil hydraulic cylinder 23 have angle pivot pendulum effect, therefore this oil hydraulic cylinder 23 of the process that this shore 230 upwards extends also can its angle of synchronous adjustment with because of should shore 230 upwards extend time angle change,
When this concave character type floor shaped device 10 is to when rising to the height of a upper floor (third story layer F3), being installed with in space 220 of this stand column device 20 then insert again another this enter tower regulating device 50 ', and the room general layout G2 of i.e. shaping second floor F2 on this ground T, and to hang by each suspension rod 1111 of each this gripper shoe 111 bottom respectively this room mould 30 of establishing be have a transverse flow channels 70 ' with the top of this second floor F2;
Accordingly, the concave character type building template group construction method of the present embodiment, by this concave character type floor shaped device 10 and plural stand column device 20 coordinate above-mentioned construction sequence can from this ground T with fast, mode construction easily goes out to have the building of plural floor.
Moreover, further illustrate important technical of the present utility model, because this self-compacting concrete S is circulated in mutually through longitudinal runner 31 and transverse flow channels 70 in grouting, and the plural horizontal type reinforcing cage 200 simultaneously in the plural number straight metope reinforcing cage 100 of a coated upper floor (the second floor F2) and the transverse flow channels 70 that completes between floor and a upper floor (the second floor F2), therefore when this concave character type floor shaped device 10 complete stripping operation rise to a upper floor (third story layer F3) again time, room general layout G2 straight metope of synchronous forming of this second floor F2 and horizontal type metope (horizontal type metope herein corresponding below floor be defined as ceiling, corresponding top floor is then defined as floor), in other words, the construction method that this concave character type floor shaped device 10 coordinates plural number to enter tower regulating device 50 up to shore by this stand column device 20, room general layout (G1, G2 of each floor ...) be simultaneously shaping straight metope and horizontal type metope.
In addition, although the concave character type floor shaped device 10 of this case has quite large weight, but its weight is all entered tower regulating device 50,50 ' born by this, not having any weight drops on building, the weight that building bears is only building slab, therefore can not have any impact to building.By the house that this case engineering method is built, without the need to using modular reinforcing cage, the rapid construction program building up one deck for a day can be reached, more reaching and saving cost, the advantage such as firm.
Generally speaking, this case first on building lot, establishes ground T, then a die assembly is set on this ground T, wherein this die assembly is by aforesaid concave character type floor shaped device 10, exterior wall mould 40 and room mould 30 formed, now room mould 30 contacts ground T, die assembly is made only to have longitudinal runner 31, then cementing operations is carried out, make to be full of self-compacting concrete S in longitudinal runner 31, to set up the metope (comprising the panel wall in room) of the first floor F1, then the operation of contracting mould is carried out to room mould 30, room mould 30 is separated with self-compacting concrete S, then one is utilized to rise machinery (i.e. aforesaid stand column device 20), carry out rising mould operation, this die assembly is upwards risen the position of putting the second floor F2, now can form transverse flow channels 70 below room mould 30 ground mutually through with longitudinal runner 31, after carrying out cementing operations again, make to be full of self-compacting concrete S in transverse flow channels 70 and longitudinal runner 31, can by metope (comprising the panel wall in room) and floor layer once-forming, then the operation of contracting mould is carried out to room mould 30, recycle the machinery (namely aforementioned stand column device 20) that rises, carry out rising mould operation, by the position of this die assembly to rising third story layer F3, carry out cementing operations again, again by metope and floor layer once-forming.So operation repeatedly, utilizes the extremely short time to be built up in building.Detailed construction flow process, to describe in detail as front, please be held and again not repeat.
Be noted that except the stand column device 20 that the utility model discloses at this, this machinery that rises also can be crane or other machinery and mode, die assembly is upwards sling.
In sum, the various embodiments described above and be graphicly only preferred embodiment of the present utility model, when can not with the scope implemented of restriction the utility model, the equalization namely generally done according to the utility model claim change with modify, all should belong in scope that the utility model patent contains.

Claims (6)

1. the exterior wall set of molds of concave character type floor shaped device establishes a structure, it is characterized in that, comprising:
One concave character type floor shaped device;
Plural number exterior wall mould, respectively this exterior wall mould have a fixture, being fixed in this concave character type floor shaped device side bottom be arranged at this fixture transmission power source, one and this transmission power source interlock driving member, one and this driving member interlock turning cylinder, one and this turning cylinder be spirally connected movable block, one and this movable block link and with this fixture contacts side surfaces and can in this fixture side carry out forward-reverse pulley and one and this movable block bottom affixed external wallboard block formed.
2. the exterior wall set of molds of concave character type floor shaped device as claimed in claim 1 establishes structure, it is characterized in that, wherein this concave character type floor shaped device has a supporting body, the fixture of affixed respectively this exterior wall mould of this carrying system, and this supporting body top system is across establishing plural gripper shoe, respectively this gripper shoe downward affixed plural suspension rod hang several plural rooms mould, a longitudinal runner must be formed with the metope of each this room mould when making this external wallboard block move toward the metope direction of each this room mould.
3. the exterior wall set of molds of concave character type floor shaped device as claimed in claim 1 establishes structure, it is characterized in that, wherein this fixture is the design of I font.
4. the exterior wall set of molds of concave character type floor shaped device as claimed in claim 1 establishes structure, and it is characterized in that, wherein this transmission power source is motors designs.
5. the exterior wall set of molds of concave character type floor shaped device as claimed in claim 1 establishes structure, and it is characterized in that, wherein driving member is belt design.
6. the exterior wall set of molds of concave character type floor shaped device as claimed in claim 1 establishes structure, and it is characterized in that, wherein this turning cylinder is screw design.
CN201520765195.9U 2015-09-30 2015-09-30 Concave shape floor forming device's outer wall mould group establishes structure Withdrawn - After Issue CN205088949U (en)

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Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN106555471A (en) * 2015-09-30 2017-04-05 李宜君 The exterior wall set of molds of concave character type floor shaped device sets construction
WO2017054722A1 (en) * 2015-09-30 2017-04-06 李宜君 Concave building construction method
CN108131011A (en) * 2016-12-01 2018-06-08 李宜君 Concave character type architecture storey forming method and for the molding jig of concave character type architecture storey

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN106555471A (en) * 2015-09-30 2017-04-05 李宜君 The exterior wall set of molds of concave character type floor shaped device sets construction
WO2017054722A1 (en) * 2015-09-30 2017-04-06 李宜君 Concave building construction method
CN106555471B (en) * 2015-09-30 2018-11-20 李宜君 The exterior wall set of molds of concave character type floor molding machine sets construction
CN108131011A (en) * 2016-12-01 2018-06-08 李宜君 Concave character type architecture storey forming method and for the molding jig of concave character type architecture storey

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