CN2459394Y

CN2459394Y - Construction frame for building

Info

Publication number: CN2459394Y
Application number: CN 00254892
Authority: CN
Inventors: 梁国基
Original assignee: Individual
Current assignee: Individual
Priority date: 2000-04-20
Filing date: 2000-09-12
Publication date: 2001-11-14
Anticipated expiration: 2010-09-12
Also published as: HK1023691A2

Abstract

The utility model provides a construction framework, it includes frame main part and climbing rod supporting part, frame main part can wholly rise under climbing rod supporting part's operation and move, frame main part includes the horizontal back timber, the top layer workstation, the middle level workstation, the spliced pole, founds the roof beam, indulges the back timber, the hoist cable, the template, climbing rod supporting part includes the jack, climbs the pole, stilts etc. the jack is connected with the frame main part through indulging the back timber, when climbing, thereby the jack is embraced and is climbed the pole and move up whole frame main part along climbing the pole and move up, the utility model discloses a framework has multiple advantages such as simple safe design is reasonable to can establish a floor in 3 to 4 days, labour saving and man-hour saving.

Description

The construction framework of architectural usefulness

The utility model relates to a kind of construction framework of using when building multi-storey building, particularly relates to the self-service mould that climbs of high back timber that a kind of fast construction is used.

In the multistory building construction, adopting multiple job practices and corresponding construction framework, as scaffolding, prop up template, tie up reinforcing bar, placing of concrete and so on, in order to improve speed of application, builing industry is also being updated the construction framework, after mostly present construction framework is to build up first floor, remove the construction framework, on move the construction framework, install the construction framework again, build new first floor again, this construction framework will pass through dismounting, makes speed of application not to be greatly improved.And the raising speed of application is accelerated to build building speed, is the problem that the builing industry urgent need will solve.

The purpose of this utility model is to provide the construction framework that can reduce dismounting on a kind of builing industry, and this construction framework can simply effectively and apace move, and improves the working face convenience, under the secure situation of safety in production, improves the building speed of covering.

The utility model is to realize like this, the self-service framework that climbs of the high back timber that promptly provides kind of building operations to use, include chassis body part and pole-climbing support section, described chassis body part is the whole type that moves that rises under the operation of pole-climbing support section, described chassis body partly comprises horizontal back timber, the top layer workbench, the middle level workbench, joint pin, upright beam, vertical back timber, wherein, the horizontal back timber (1) that is positioned at chassis body top is for being horizontally disposed with, below horizontal back timber preset distance and back timber horizontally disposed abreast be the top layer workbench, following again preset distance and horizontal back timber are horizontally disposed abreast to be the middle level workbench, adopt many upright beams vertically being provided with and vertically be provided with joint pin in the outer part in chassis body, fastened to each other with each horizontal beam platform, connect into rectangle grid-shaped framework, and the vertical back timber that becomes vertical direction to be provided with horizontal back timber in the facial plane on horizontal back timber is also fixedlyed connected with horizontal back timber, form the framework in the chassis body part, wherein, described chassis body part also includes hoist cable, template, the template that is used to make the wall body door or window balcony is suspended to the lower end of hoist cable, the upper end of hoist cable is a pulley mechanism, described pulley mechanism is arranged in length and breadth in the back timber slidably for two directions in length and breadth, and the height distance between horizontal back timber and the top layer workbench is 1.7 meters to 2.3 meters, and described pole-climbing support section includes hydraulic jack, bar climbs, stilt, tie-beam, wherein, stilt are connected by the tie-beam that is arranged on the top with the bar that climbs, the lower end of stilt is supported on the reinforced concrete wall upper surface, and hydraulic jack partly is connected with chassis body by vertical back timber, and the bar that climbs penetrates and passes hydraulic jack.When climbing, a plurality of hydraulic jacks are embraced the bar and move on the bar along climbing of climbing, thereby whole chassis body is partly shifted.

The advantage of the utility model device is, it has adopted the whole structure of moving that rises of chassis body of construction framework, and adopt the pulley hoist cable suspention template that can horizontal vertical two directions moves and adopt the metal form that can be repeatedly used, solved the concrete for making program of wall windowsill etc. under this structure, made and cover building speed and accelerate greatly, it is more secure to keep the safety in production, and can realize building up in three to four days the lid building speed of first floor, the utility model is rational in infrastructure, easy to use a, list, saving of work and time.

Below in conjunction with accompanying drawing, describe embodiment of the present utility model in detail, wherein:

The construction frame structures schematic diagram of Fig. 1 for moving on the whole on the builing industry of the present utility model;

Fig. 2 A, Fig. 2 B, Fig. 2 C and Fig. 2 D are respectively the situation of the climbing perspective illustration of construction framework of the present utility model;

Fig. 3 is the figure that further specifies of the window frame windowsill part-structure of construction framework of the present utility model;

Fig. 4 is for to watch the left view that obtains from left to right to Fig. 3;

Fig. 5 is the figure that further specifies to the syndeton of metal form among Fig. 4 and wedge type girt strip;

Fig. 6 A and Fig. 6 B are perspective illustration and the part perspective illustration of Fig. 5;

Fig. 7 changes into the embodiment key diagram of step shape for wedge type girt strip 11 and the bonding part of template 10-3;

Fig. 8 props up the situation key diagram that stands on the concrete wall for the stilt that the liter of construction framework of the present utility model moves part;

Fig. 9 A and Fig. 9 B are respectively the key diagram that U shaped steel muscle that construction framework of the present utility model is connected between wall and the floor plate during building at lid need not bend and be provided with;

Figure 10 A is respectively two kinds of different plate washers, 35 structure key diagrams with Figure 10 B;

Figure 11 is plate washer 35 perspective illustration shown in Fig. 9 Figure 10 of construction framework of the present invention.

Consult Fig. 1, Fig. 1 is the further explanatory drawings of construction framework of the present utility model and condition of construction, there is shown the primary structure and the feature of construction framework, as previously mentioned, it includes chassis body part and pole-climbing support section, the pole-climbing support section mainly be provided with vertical in the drawings or horizontal back timber above, the each usually height that whole construction framework liter is moved of pole-climbing support section is the first floor height, like this, help building building and raising and build building speed.Wherein: a is supply concrete place among Fig. 1, and b is a support support point, and c has bent good reinforcing bar place for supply.

Described construction framework mainly includes horizontal back timber 1, top layer workbench 2, middle level workbench 3, bottom workbench 4, joint pin 5, upright beam 6, draw push rod 7, hoist cable 8, windowsill pillar 9, template 10, wedge type girt strip 11, holder connects beam 12, anchor is a bracket 13, crown wall rumble 14, crab-bolt 15, safety net 16, the bar 17 that climbs, punching press jack 18, stilt 19, tie-beam 21, vertical back timber 22, stilt saddle 23, architrave strut 24 etc., wherein, by vertical back timber 22, horizontal back timber 1, top layer workbench 2, middle level workbench 3, joint pin 5, upright beam 6, hoist cable 8, template 10 have constituted the chassis body part of construction framework, and it is the main part of construction framework, this frame part is by propping up the stilt 19 that stand on the lower-layer concrete wall of just having built up, and tie-beam 21 that is connected and hydraulic jack 18 and the bar 17 of climbing is upwards whole promotes, thereby can realize very simply effectively apace that monolithic will be constructed moves on the framework, and, on move safety, produce also safety.The structure that adopts this pole-climbing supporting way that the whole construction framework can be moved on the whole constitutes.

Shown in the figure, above the chassis body part is horizontal back timber 1, horizontal back timber 1 is to be horizontally disposed with, horizontally disposed abreast at horizontal back timber 1 following preset distance and horizontal back timber is top layer workbench 2, in order to increase the building speed of covering, increase working face easily, the place of time and space cross-operation is provided, the chassis body of guaranteeing again to construct in time rises and moves, another key character that the utility model adopts is, horizontal back timber 1 is arranged on the top of top layer workbench 2, except as a framework part, cooperate jack, lift frame, horizontal back timber 1 and the height between the top layer workbench 2 of construction operation at any time will be fit to build practitioner's operation, height therebetween, but normal operation after personnel put on a safety helmet, therefore, height distance should be at 1 meter more than 60 centimeters, preferable distance is 1.7 meters to 2.3 meters, and this highly can select according to the personnel's of various places, various countries height is different.The following again preset distance of horizontal back timber 1 and horizontal back timber are horizontally disposed abreast to be middle level workbench 3, adopt many upright beams 6 vertically being provided with and joint pin 5 vertically is set in the outer part in chassis body, with each horizontal beam, platform, the rectangle grid-shaped framework that connects into fastened to each other, and the vertical back timber 22 that is provided with 1 one-tenth vertical direction of horizontal back timber in the facial plane on horizontal back timber 1 is also fixedlyed connected the framework in the formation construction framework main part with horizontal back timber 1.The practitioner of builing industry can work on the table top of top layer workbench 2, can on the table top of middle level workbench 3, work, in case of necessity, can also be below middle level workbench 3 preset distance parallel with the middle level workbench and flatly increase bottom workbench 4 is set, the practitioner can be worked on the table top of bottom workbench.These preset distances can be the distances between the two-layer floor.

For the fastness and the rigidity of reinforced frame, diagonal way being provided with drawn push rod 7 between the some adjacent upright beam 6 between horizontal back timber 1 and the middle level workbench 3.

In order to make the construction framework when construction operation is carried out in each layer stop, increase the safety of panel work, being provided with the anchor of fixedlying connected with the main body framework in the bottom of upright beam 6 near the end is bracket 13 and crab-bolt 15, anchor is a bracket 13 in the side by wall is a parallel steel plate of pressing close to metope, porose on the steel plate, and be that bracket 13 is temporary fixed with wall with anchor by crab-bolt 15, promptly undertaken temporary fixed by screw thread on the crab-bolt 15 and nut, before moving on the construction framework, again nut is turned on, take off crab-bolt 15, just can carry out integral body and move.The through walls sometimes and mistake of crab-bolt 15, it is interim fastening fixing that two anchors of wall both sides are that bracket carries out.That is, be that bracket 13 is connected with wall mounted with anchor, more described framework is hung on the bracket 13, so that chassis body is partly formed support.Sometimes adopt earlier in precalculated position within the walls and imbed long nut, anchor is that bracket 13 is when upwards rising to this position, pass the cinclides that anchor is a bracket 13 with crab-bolt 15 again, be screwed in the above-mentioned long nut, chassis body is partly formed support, like this, the load-bearing of whole construction framework, can be the combination of bracket 13 and crab-bolt 15 by anchor, share on the wall of steel concrete.

For the framework of constructing keeps distance and overall fixed with wall when rising, move on the convenient construction framework, prevent to construct framework when work or on double swerve when moving, guarantee the stability of construction framework, at upright beam 6 two ends, the crossbeam left and right sides bottom, be provided with the crown wall rumble 14 of roller, rocking that the construction framework produces when last moving can be contacted with wall by the roller of this crown wall rumble 14, the rolling of roller replaces the planar friction that may cause, thus the resistance when having reduced that the construction framework promotes.

For the wall of doing reinforced concrete structure, beam, doorframe, window frame etc., metal form 10 rather than common wooden form plastic formwork etc. have been adopted in this construction framework, the benefit of metal form 10 is that loss is little, can be repeatedly used, be easy to processing, be not easy to produce unnecessary distortion, promote easily, so, in the construction framework of the present utility model, all adopted metal form 10.Metal form 10 can have multiple, manufactures wall to be applicable to, manufactures different purposes such as window frame windowsill balcony.The position of metal form 10, highly, determine by hoist cable 8, the upper end of hoist cable 8 is pulley mechanisms of moving of two directions in length and breadth in predetermined guide groove, the hoist cable lower end metal form 10 that plays, by the piece metal form 10 that plays of hoist cable one by one, also pass through the pulley of promotion and traversing hoist cable 8 upper ends, make metal form 10 move to the operating position and leave the operating position, and the pulley mechanism of hoist cable 8 upper ends is mounted in horizontal back timber and the vertical back timber, be positioned in the set guide groove of channel-section steel that constitutes back timber in length and breadth, by the weight that back timber in length and breadth bears hoist cable 8 and metal form 10, pulley mechanism can be in back timber in length and breadth in length and breadth two directions slide, like this, when moving on the whole construction framework, metal form 10 is along with hoist cable 8 with along with back timber in length and breadth moves on together, makes the liter of construction framework move operation and simplifies greatly.

Hoist cable 8 can be a wire rope, can be rod member, also can be shaped steel with angle bar for example or channel and so on as hoist cable, also can make with steel ring chain, same purposes is arranged.

Metal form 10 has different shapes and different sizes because of different purposes, there is shown the metal form 10-1 that does wall, be the metal form 10-2 on edge in the window, be the metal form 10-3 of windowsill face etc., size shape can be all inequality, also can be identical, they are all suspending in midair by hoist cable 8, situation when there is shown operating position and state, also be shown in broken lines position and the state of metal form after being separated from the operating position of manufacturing the windowsill face, promptly changed into vertical position by level, become can on the state that moves.

The practitioner can be at the top layer workbench 2 of construction framework, middle level workbench 3, operation on the table top of bottom workbench 4, work top under this construction framework is fool proof, and be convenient to personnel's operation, but stratified operation, but layering operation simultaneously, somebody person pricks on upper working table 2 and ties up reinforcing bar, somebody person can carry out placing of concrete, and somebody person can disassemble template or the like on middle level workbench 3, loses construction framework outside and hurts sb.'s feelings in order to prevent foreign material, part is provided with safety net 16 around the construction framework, safety net 16 is arranged on around the outside of chassis body part, to middle level workbench 3, as then safety net is set to bottom workbench 4 when being provided with bottom workbench 4 from back timber 1 beginning, with construction framework impaling all around except that above-below direction, to increase and to ensure safety.

Generally when pouring suspended wall window is made, concrete supports curing time and will reach 28 days, and uses the special metal form 1-3 of this practicality only to need finalize the design in one day, make the concrete of pouring reach certain intensity, just metal form 10-3 was separated the operating position in second day, but move to the superior displacement configuration state, afterwards only by wedge type girt strip 11, windowsill pillar 9, holder connects beam 12 and continues to support, after more than 20 day curing time of structure is finished, just with wedge type girt strip 11, windowsill pillar 9, holder connect beam 12 and remove.This architectural feature also is one of key character of the present utility model, because the construction framework has had this feature, can shorten the construction period of each floor, can be increased to 3 to 4 canopy first floors with building building speed.

In order to make with horizontal back timber 1, vertical back timber 22, upright beam 6, top layer workbench 2, the lattice shape construction chassis body of formations such as middle level workbench 3 is moved on the whole, the utility model adopted a plurality of jack pole-climbings on move the rising mode, adopt hydraulic jack 18 and the bar that climbs-17 so as to climbing, adopt in couples with the stilt 19 of the i.e. setting straight-bar of two picture chopsticks (also being chopsticks) of jack 18 phase configuration and be connected the tie-beam 21 on stilt top, constituted the pole-climbing support section when chassis body is moved on the whole, the bar 17 that climbs penetrates and passes hydraulic jack 18, when climbing, hydraulic jack 18 is had the bar 17 that climbs in arms also along moving on the bar 17 that climbs, the pulling force that the bar that climbs is stretched, this pulling force is passed to two stilt 19 by tie-beam 21, make two stilt bear pressure, and the lower end of two stilt 19 is the load bearing wall end faces that stand in the steel concrete of having poured into a mould with certain intensity, promoting or be called in the process of climbing, climb bar 17 and stilt 19 are motionless, hydraulic jack 18 is by the fixedly connected stilt saddle 12 fixedly connected vertical back timber 22 under it, be fixedly attached to horizontal back timber 1, thereby the chassis body that has connected whole mesh shape, have an effect simultaneously when many such hydraulic jacks 18 and to climb when moving, the chassis body part of whole construction framework is moved integrally, shift to the precalculated position, predetermined altitude, in general, move on being and building a layer height of building.

Consult Fig. 2, Fig. 2 is the situation of the climbing perspective illustration of construction framework of the present utility model, situation when moving on the bright chassis body further to show, according to Fig. 2 A, Fig. 2 B, four views of Fig. 2 C and Fig. 2 D describe, and Fig. 2 A is a master map, Fig. 2 B, Fig. 2 C, Fig. 2 D is the partial enlarged drawing of Fig. 2 A, so that more clearly show bright each feature of the present utility model, relevant structural element all marks with number designation, wherein, Fig. 2 B illustrates the details at bar 17 tops of climbing, and Fig. 2 C shows the support circumstantiality of stilt 19 lower ends, and Fig. 2 D shows the hydraulic jack 18 and the details of the mutual position of member on every side, shown in the figure, two stilt 19 stand in the end face precalculated position of reinforced concrete wall 30, and the spring 31 that is provided with is pushed down in wall 30 in the lower end of stilt 19, in order to the early stage pressurized that improves the concrete wall top.The top of stilt 19 is connecting the tie-beam 21 of two weak points, at two tie-beams, the 21 middle top surfaces bar 17 that climbs that plays downwards, the master is noted that stilt 19 are motionless, the bar 17 that climbs is motionless, and interconnect the hydraulic jack 18 that is integral, vertical back timber 22, horizontal back timber 1 or the like, move, up climb, because this is a stereogram along the bar 17 that climbs, compare with Fig. 1, show the clear mutual alignment and the architectural feature of climbing that relate generally to highlightedly,, also further show the framework of understanding the mesh shape chassis body by the situation that is provided with mutually of vertical back timber 22 and horizontal back timber 1 with support component.Showing bar 17 tops of climbing among Fig. 2 B especially is structures that adjustable screw and nut are arranged, and as a kind of embodiment of top structure, this screw and nut also can be finely tuned the par absolute altitude of whole framework again.

Consult Fig. 3, Fig. 3 be construction framework of the present utility model window frame windowsill part structure further specify figure.Shown in the figure, hang and move on to the working template 10-2 of operating position by hoist cable 8, it is inboard at the windowsill wall, it is one, one section structure, hang and move to the metal form 10-3 of operating position by hoist cable 8, be the bottom side and the outside at the windowsill platform, its for the right angle by two sections two-part metal forms that constitute, metal form is connected with hinge-type hinge at the right angle bending part of the outside and bottom side, use very convenient, also reduced the use of hoist cable, following windowsill is the metal form with three stage structure, shown in the figure, the horizontal segment shuttering work position in the two-part metal form is PA, leaves the operating position after pulling down and is transferred to the PB position because of gravity, 9 pairs of concrete in last metal form and reinforcing bar and pouring of windowsill pillar support, wedge type girt strip 11 is withstood in the upper end of windowsill pillar 9, and the lower end is pressed in the holder of supporting usefulness and connects on the beam 12, and holder connects beam and has been arranged on and irritated the previous day on the concrete windowsill.Wherein, among Fig. 3, d is a windowsill stone dung plate thickness, and t is a construction joint, and O is an exterior wall, and I is an interior wall, and d1 is a floor plate thickness.

Consult Fig. 4, Fig. 4 is the left view that Fig. 3 is watched from left to right, and when further specifying the concrete for making of windowsill, construction framework of the present utility model is in the situation that is provided with of complicated part.Shown in the figure, horizontally disposed metal form 10-3 is connected with wedge type girt strip 11 during duty, withstood wedge type girt strip 11 by windowsill pillar 9 upper ends then, the holder that windowsill pillar 9 lower ends are pressed in support function connects on the beam 12, with dashed lines position and the state after metal form 10-3 leaves the operating position that drawn below the solid line of horizontally disposed metal form 10-3, during dotted line, these metal forms have forwarded the PB position to.J among Fig. 4 is a hinge.

The benefit of this structure is, carried out the concrete pouring that windowsill is made today, just can separate the operating position with metal form 10-3 tomorrow, move on preparing at any time, use when building last layer, wedge type girt strip 11, windowsill pillar 9 and holder connect beam 12 and will continue to keep up to the structure curing time and finish, and normally more than 20 day, make the concrete structure of making reach predetermined strength.

Consult Fig. 5, Fig. 5 is the figure that further specifies to the syndeton of metal form 10-3 among Fig. 4 and wedge type girt strip 11, shown in the figure, its wedge type girt strip 11 adopts trapezoidal cross-section shape wide at the top and narrow at the bottom, further illustrate among the figure, the metal form 10-3 that is connected during with 11 work of wedge type girt strip has adopted the flat board that cooperates wedge type girt strip 11 trapezoidal cross-section shapes to play the structure of hypotenuse, be that to be made into the outer by sheet metal be to have the hypotenuse plate product that erects, hypotenuse is provided with some pin-and-holes, and utilize pin 32 to pass pin-and-hole during duty metal form 10-3 is connected with wedge type girt strip 11, second day of finishing of concrete pouring is to water today to be doomed just pin 32 to be extracted tomorrow, 10-3 puts down with metal form, and the hypotenuse of template falls metal form 10-3 more conveniently.The top broad of wedge type girt strip 11 has bigger supporting surface, and more favourable support is provided, and the most important thing is easily these templates of making the windowsill base plate to be disassembled.

Consult Fig. 6 A and Fig. 6 B, it is perspective illustration and the part stereogram of Fig. 5, shows the structure of metal form 10-3 more intuitively, the taper structure of wedge type girt strip 11, and the structure of windowsill pillar 9, and connection each other comprises the connection with pin 32.

Consult Fig. 7, Fig. 7 is an embodiment key diagram of when making the concrete windowsill wedge type girt strip among the aforesaid embodiment 11 and the junction surface of template 10-3 being changed into step shape, shown in the figure, embodiment compares with the front, wedge type girt strip 11 changes step girt strip 11-2 into, the edge that combines of metal form 10-3 changes the metal form 10-4 at the corresponding edge of falling the step into, still be connected with pin-and-hole on the template 10-4 by girt strip 11-2 with pin 32, the advantage of this structure is, can there be the slit at the position that combines between girt strip 11-2 and the template 10-4, the width in slit is only just passable otherwise influence normal support operation, this structure makes template 10-4 and girt strip 11-2 can relax aspect worker's difference of making, reduce cost of manufacture, particularly, more easily make metal form 10-4 take off pin 32 backs by under the let-down.T ' is the slit among Fig. 5.

Consult Fig. 8, Fig. 8 is that 19 on the stilt that construction framework liter of the present utility model moves part stand in situation key diagram on the concrete wall, shown in the figure, be provided with wall body reinforcing bar 33 in the concrete wall 30, the bottom of stilt 19 is placed in the mid portion of the wall body reinforcing bar 33 on both sides, below the bottom of stilt 19, be provided with spring 31, while concrete in the cast of spring 31 positions when pouring wall concrete, with penetration concrete all inside and outside the spring and around the spring, the structure that obtains like this makes the supporting force of support stilt 19 part concrete walls 30 strengthen greatly, because of the concrete of stilt foot bottom " is being wrapped " by spring, by on when depressing, be not easy to break, when making behind the firm casting complete 14 hours, just can utilize 19 on stilt on the load-bearing wall, chassis body is shifted, pour in 6 of just first day evenings, the next mornings 8 points (passing through 14 hours) just can carry out chassis body and climb, and do not need special waiting.The situation of reinforcing bar also is suitable for this structure to not establishing within the walls.Stilt 19 sections can be square or circular, can be hollow, and bottom face is a solid slab, is all made by steel, and the bottom of stilt can slightly be narrowed, and break away from concrete easily to make the stilt end portion when stilt are raised more conveniently.

The data of an embodiment can be as follows, wall 30 wide ab are more than or equal to 200 millimeters, length and width can be all 100 millimeters when the section of stilt 19 was square, diameter is 100 millimeters during for circle, slightly narrow the bottom, when the solid slab of bottom face is square, length and width can be all 90 to 95 millimeters, diameter is 90 to 95 millimeters during for circle, be provided with in the middle of wall 30, wall body reinforcing bar 33 approximately is located at the centre of the wall outside and stilt 19 external surfaces, or more close stilt 19 some, width between the two wall body reinforcing bars is exactly the Breadth Maximum of the peripheral diameter of saucerspring 31.H among Fig. 8 is a floor plate thickness, and m is a flooring, and t is a construction joint, ac 〉=50 millimeter, about 15 millimeters of n.

Consult Fig. 9 A and Fig. 9 B, the key diagram that the U shaped steel muscle 34 that is connected between its wall that is construction framework of the present utility model when the lid building and the floor plate need not bend and be provided with, wherein, Fig. 9 B is the partial enlarged drawing of dotted portion among Fig. 9 A.Because during making concrete wall in the past, the equally high low dimensional of wall two cheek boards, the U shaped steel muscle 34 that wall is connected with the floor plate first bending of having to is turned back in the wall template, bend 90 the degree after, fluid concrete again, be very much time-consuming the taking a lot of work of effort, remove template later on, when making the concrete building panel be connected, U shaped steel muscle 34 is turned back directly by the part of bending again, wasted man-hour and time, the utility model has adopted hoist cable 8 to hang the structure of template 10, and template 10 is reusable.When making wall, can utilize this architectural feature, having adopted can be the template of different length pin, the employing of short pin template is can be rearmounted and be connected the U shaped steel muscle 34 of usefulness with flooring, has saved man-hour.There is shown, employing is short slightly at the template 10-1 that lays U shaped steel muscle 34 1 sides, as shown in FIG., the plate washer 35 that materials such as edge-on U type galvanized sheet iron or iron plate are made is blocked template 10-1 and is lacked the part of going, the main effect of plate washer 35 is to lay U shaped steel muscle 34 and prevent that when fluid concrete concrete from flowing away, like this, U shaped steel muscle 34 can just can be placed after template 10-1 rises to the predetermined work position, then just can the fluid concrete wall, just because of hoist cable 8 and metal form 10 and the whole a series of characteristics that rise the construction framework that moves have been arranged, just be achieved the method for laying U shaped steel muscle 34 easily shown in this figure, saving of work and time has been accelerated lid building speed.I is concrete spouting scope this time among Fig. 9 A, and II is next concrete spouting scope, and t is a construction joint, and m is a floor plate.

Plate washer 35 is the setting of separating with template 10-1, and plate washer 35 is made with metal sheet usually.

Consult Figure 10 A and Figure 10 B, it is the key diagram that baffle plate 35 can adopt two kinds of different structures, wherein the structure shown in Figure 10 A is, at the external surface of the U-shaped structure of plate washer 35, similarly some big ailheads 36 are set, use anchorage effect and be one, big ailhead 36 and plate washer 35, purpose is that the concrete in the cast wall will be cast together with these ailheads 36, and the plate washer 35 of this structure need not be removed, and will be covered by concrete casting when doing floor.

During this situation, plate washer 35 can be selected for use and use the material less material, as galvanized sheet iron and so on.

The structure of the plate washer 35 shown in Figure 10 B is some difference, label is designated as 35-2, the inclination at α angle is slightly upwards arranged in the upper edge of side U-shaped structure, and be provided with handle 37 in the inboard appropriate location of U-shaped structure, handle 37 is fixedlyed connected with plate washer 35, the purpose of this kind architectural feature is, before fluid concrete, can hand handle 37 easily plate washer 35 together is pushed into the operating position together with the U-shaped reinforcing bar, and after pouring concrete, after the scheduled time, for example after 14 hours, utilize handle 37 that plate washer 35 is taken off again, next time is usefulness again, only U shaped steel muscle 34 is stayed wall within the walls outside.At this moment, the plate washer upper edge at α angle is slightly upwards arranged, from the operating position, plate washer 35 is taken off more conveniently with this.In this case, plate washer 35 can be selected for use with the more material of material, for example uses slightly thicker iron plate and so on.Optional 5 degree of α are to any angle between 45 degree.

Consult Figure 11, Figure 11 is the perspective illustration of the plate washer 35 shown in Fig. 9 Figure 10 of construction framework of the present utility model, to further specify the situation that is provided with and the dimensional conditions of plate washer 35, shown in the figure, edge-on U-shaped plate washer 35 is the settings that link to each other of one section one section ground, the convenient setting and dismounting, U-shaped reinforcing bar 34 penetrates earlier in the hole of plate washer 35, formation can be pushed into the external member of operating position, together be pushed into the operating position again, according to concrete lid building situation, the plate washer 35-1 that plate washer 35-2 that selection will remove or selection do not remove, the height of plate washer (being flooring thickness) h can according to circumstances can select 0.1 meter to 0.7 meter scope usually, and the length L of every plate washer can be selected 0.5 meter to 1.2 meters scope usually.

The major advantage of construction framework of the present utility model comprises:

1. template material quantity can minimize, and does not need staff or Libra to promote.

2. a plurality of steady job platforms can be provided, and convenient construction uses and improves engineering safety.

3. wall body and tier sectional are constructed, more neatly the cooperating actual needs.

4. the workload of Libra can be alleviated greatly,, the quantity of Libra can be reduced as under suitable environment and condition.

5. the design of horizontal back timber height and position can need not rise easily more that mould is just wire-tie and directly concrete placing is in the template etc., and this construction possesses the high efficiency condition.

6. the fixing safety net of varying strength and density can be installed, more can ensure construction safety.

In sum, construction framework of the present utility model mainly is to wish to reach the highest operating efficiency by the whole system of utility model, ensures construction safety and more cooperates existing environmental protection notion.

For reaching above effect, whole climbing system all has great improvement in making, construction and design principle, and main feature is,

1. soaring aspect cooperates supporting apparatus such as crown wall rumble, crab-bolt and hydraulic jack, and both safety can promote efficiency of construction again.

2. the metal form of having improved (as windowsill, cold air platform etc.) is applicable to different architectural designs and cooperate common buildings configuration design current Hong Kong and the world.

3. the unique design of bar timber and each working platform had both made things convenient for the material transportation, climbing shuttering simultaneously again, thus significantly reduce the workload of Libra.

4. whole template system can utilize the safety net capping of different densities and intensity easily, so can never constitute any dangerous problem on construction safety.

The utility model can be operated in operation as follows, earlier at the good a complete set of template of ground assembly and automatic climbing support and the hydraulic jack and the steel pipe that climbs thereof, whenever after watering one section or one deck structural wall or post afterwards, support will be supported on the wall top planar section of having built, oil pressure is gone up the absolute altitude of the preceding paragraph or last layer with a complete set of support together with template die, so analogizes and casts each section or each layer.The height of building is unrestricted fully, and all supports of a whole set of template die are need not remove to hang liter then, but this measure economization workman expense and dismount and mount and rise taking of mould also provides the overhead work environment of a safety simultaneously, lowers that industry is unexpected to produce.

Construction framework of the present utility model is applicable to building circle all kinds of different buildings, and high residential building mansion for example particularly has the dwelling house of windowsill, commercial building, building, hotel, viaduct bridge post, the civil engineering structure part of grand bridge bridge strut or any vertical high level.Can be exactly that Joker uses, so life is " the self-service mould that climbs of Joker " again.

Claims

1. the construction framework of an architectural usefulness, include chassis body part and pole-climbing support section, described chassis body part is the whole type that moves that rises under the operation of pole-climbing support section, described chassis body partly comprises horizontal back timber (1), top layer workbench (2), middle level workbench (3), joint pin (5), upright beam (6), vertical back timber (22), wherein, the horizontal back timber (1) that is positioned at chassis body top is for being horizontally disposed with, below horizontal back timber (1) preset distance and back timber horizontally disposed abreast be top layer workbench (2), following again preset distance and horizontal back timber (1) are horizontally disposed abreast to be middle level workbench (3), adopt the many upright beams (6) of vertically setting and vertically be provided with joint pin (5) in the outer part in chassis body, fastened to each other with each horizontal beam platform, connect into rectangle grid-shaped framework, and the vertical back timber (22) that becomes vertical direction to be provided with horizontal back timber (1) in the last facial plane of horizontal back timber (1) is also fixedlyed connected with horizontal back timber (1), form the framework in the chassis body part, it is characterized in that, described chassis body part also includes hoist cable (8), template (10), the template (10) that is used to make the wall body door or window balcony is suspended to the lower end of hoist cable (8), the upper end of hoist cable (8) is a pulley mechanism, described pulley mechanism is arranged in length and breadth in the back timber (1) slidably for two directions in length and breadth, and, height distance between horizontal back timber (1) and the top layer workbench (2) is 1.7 meters to 2.3 meters, described pole-climbing support section includes hydraulic jack (18), bar (17) climbs, stilt (19), tie-beam (21), wherein, stilt (19) are connected by the tie-beam that is arranged on the top (21) with the bar that climbs (17), the lower end of stilt (19) is supported on the reinforced concrete wall upper surface, hydraulic jack (18) partly is connected with chassis body by vertical back timber (22), and the bar that climbs (17) penetrates and passes hydraulic jack (18).

2. construction framework as claimed in claim 1 is characterized in that, described template (10) is the metal form that metal is made.

3. construction framework as claimed in claim 1, it is characterized in that, also comprise the member of making windowsill, described member includes makes the hinged template of windowsill (10), wedge type girt strip (11), windowsill pillar (9), holder connects beam (12), and wherein, wedge type girt strip (11) and work the time are positioned at the concrete bottom surface of being poured into a mould and carry out moulding and also be connected with the template (10-3) of support, wedge type girt strip (11) is withstood in the upper end of described windowsill pillar (9), and its lower end is pressed in the holder of supporting usefulness and connects on the beam (12).

4. construction framework as claimed in claim 3 is characterized in that, the template of described making windowsill (10-3) is to constitute by one section or two sections or three sections, and the template of two sections or three sections is that hinge-type hinge connects.

5. as claim 1 or 3 described construction frameworks, it is characterized in that, its wedge type girt strip (11) adopts ladder type section configuration wide at the top and narrow at the bottom, and the metal form (10-3) that is connected when working with wedge type girt strip (11) adopts to cooperate the flat board of wedge type girt strip (11) ladder type section configuration to play the hypotenuse structure.

6. as claim 1 or 3 described construction frameworks, it is characterized in that its wedge type girt strip (11) is to adopt pin (32) to pass pin-and-hole to connect with being connected of metal form (10-3).

7. as claim 1 or 3 described construction frameworks, it is characterized in that, the connecting portion of its wedge type girt strip (11) and metal form (10-3) is shaped as and jointly correspondingly changes step shape into, be that wedge type girt strip (11) changes step girt strip (11-2) into, the edge of metal form (10-3) changes the metal form (10-4) at the corresponding edge of falling the step into.

8. construction framework as claimed in claim 1, it is characterized in that, lower end at described upright beam (6), also being provided with anchor is bracket (13), and crab-bolt (15), the framework of chassis body part by the anchor that is fixedly connected be bracket (13) and described crab-bolt (15) to pass anchor be that the cinclides of bracket (13) penetrates in the wall, chassis body is partly formed support.

9. construction framework as claimed in claim 1 is characterized in that, also is provided with in the chassis body part and draws push rod (7), and the described push rod (7) that draws stands between the beams and employing diagonal way setting between back timber (1) and the middle level workbench (3) predetermined adjacent two.

10. construction framework as claimed in claim 1 is characterized in that, also is provided with safety net (16) in the chassis body part, and safety net (16) is arranged on around the outside of chassis body part.

11. construction framework as claimed in claim 1 is characterized in that, also can set up bottom workbench (4) in chassis body part, bottom workbench (4) preset distance place and middle level workbench below middle level workbench (3) are horizontally disposed with abreast.

12. construction framework as claimed in claim 1 is characterized in that, the stilt of described pole-climbing support section (19) be in couples with hydraulic jack (18) phase configuration.

13. construction framework as claimed in claim 1, it is characterized in that, described liter moves in the following next-door neighbour lower end reinforced concrete wall (30) in stilt (19) lower end partly and is provided with spring (31), and described spring (31) is arranged on the interior precalculated position of end face of reinforced concrete wall (30).

14. construction framework as claimed in claim 1, it is characterized in that, the cross dimensions of the stilt of its support section that climbs (19) is that square length * wide is 100 millimeters * 100 millimeters, or circular diameter is 100 millimeters, length and width all were 90 to 95 millimeters when the size of bottom face solid slab was square, and diameter is 90 to 95 millimeters when being circle.

15. construction framework as claimed in claim 1, it is characterized in that, described template (10) also includes the template (10-1) of making wall, described template (10-1) has different height, and adopt side U type plate washer (35) to mend below the short template, after entering the operating position, metal form (10-1) adds the U shaped steel muscle (34) that does not bend again.

16., it is characterized in that side U type plate washer (35) is made by sheet metal, especially galvanized sheet iron or iron plate (35) as claim 1 or 15 described construction frameworks.

17., it is characterized in that the setting that described template (10-1) and side U type plate washer (35) adopt a section to separate as claim 1 or 15 described construction frameworks.

18., it is characterized in that plate washer (35) is the not dismounting structure (35-1) that has tack (36) as claim 1 or 15 described construction frameworks.

19., it is characterized in that plate washer (35) is the dismountable structure (35-2) at band handle (37) and α with angle angle, its upper edge as claim 1 or 15 described construction frameworks.

20., it is characterized in that the height h of plate washer (35) is 0.1 meter to 0.7 meter scope as claim 1 or 15 described construction frameworks, length L is 0.5 meter to 1.2 meters scope.

21. construction framework as claimed in claim 1 is characterized in that, also is provided with the crown wall rumble (14) of roller at Li Liang (6) two ends, the crossbeam left and right sides bottom.

22. construction framework as claimed in claim 1 is characterized in that, the height that its each liter moves is the first floor height.

23. construction framework as claimed in claim 1 is characterized in that, its pole-climbing support section climbs the top of bar (17) for to adjust integrally-built par absolute altitude with screw and nut.