CN1354313A - Climbing form for quickly building construction and its correspondent method - Google Patents
Climbing form for quickly building construction and its correspondent method Download PDFInfo
- Publication number
- CN1354313A CN1354313A CN 00130916 CN00130916A CN1354313A CN 1354313 A CN1354313 A CN 1354313A CN 00130916 CN00130916 CN 00130916 CN 00130916 A CN00130916 A CN 00130916A CN 1354313 A CN1354313 A CN 1354313A
- Authority
- CN
- China
- Prior art keywords
- climbs
- mould
- upright beam
- template
- wall
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Pending
Links
Images
Abstract
The climbing form for quick construction in building industry incldues frame main portion and climbing pole support portion. The frame main portion can be integrally moved upwards under the operation of climbing pole support portion. Under the vertical beam of the frame, two layers of long upwards-moved auxiliary vertical beams are added for preventing climbing form from leftwards and rightwards swaying. In order to raise the stability of climbing form, a wall-supporting hoisting tackle can be added. When the wall body and floor slab are poured, the weight of whole frame and working table and can supported by means of the above-mentioned vertical auxiliary vertical beams. Besides, said invention also adopts circular or square cone sleeve.
Description
The present invention relates to builing industry, particularly build climb mould and corresponding method that the building is used.
It is huge that builing industry relates to fund, duration whenever will be saved mint of money in one day ahead of time, under the prerequisite of ensuring the quality of products, quickly building construction is the desired and pursuit of each builder, for this reason, I have invented " fast construction with high back timber automatic climbing mould " (Hong Kong short-term patent 1023691A).Can just build up the wall body of building at 3-4 days fast, will pour into a mould in addition, can not pour into a mould together but weak point is a floor plate.So but the mould that climbs that the quickly building construction of the wall body of building and floor plate one-time cast-forming is used is the ten minutes needs.
Purpose of the present invention is to provide a kind of wall body of building and the floor plate climbing form for quickly building construction and the corresponding method of one-time cast-forming together.
The object of the present invention is achieved like this; but adopt the climbing form for quickly building construction of selecting a kind of wall body and floor plate one-time cast-forming; be used for building and make the building; mainly include chassis body part and pole-climbing support section; the chassis body part can wholely rise under the operation of pole-climbing support section and move; chassis body partly mainly includes perpendicular back timber; horizontal back timber; the middle level workbench; side rack; upright beam; wherein; be positioned at the perpendicular back timber on chassis body top and horizontal back timber is crisscross is horizontally disposed with up and down; constitute the top layer workbench; below horizontal back timber preset distance and top layer workbench horizontally disposed evenly be the middle level workbench; giving set a distance can be about 1.5 meters to 2.5 meters high; adopt many upright beams that vertically are provided with and the side rack that vertically is provided with in the outer part in chassis body, make the workbench of periphery, building, fastened to each other with each horizontal beam platform; connect into rectangle grid-shaped framework; the chassis body part also includes hoist cable, template, and the pole-climbing support section is connected on the chassis body part; wherein; the mould that climbs also includes to rise to move auxiliary upright beam and not rise and moves auxiliary upright beam, places removably vertically by predetermined operation when building the building and stands below the beam, plays the supplemental support effect.
Corresponding method of the present invention is to adopt the top described mould that climbs, wherein, building from following calculatings when two-layer, below upright beam, successively set up one and rise and move the auxiliary beam that stands, installing two altogether rises and moves auxiliary upright beam, no longer install additional afterwards to rise and move auxiliary upright beam, these two rise and move auxiliary upright beam and be connected with the chassis body partial fixing, and one hoists moves, afterwards, each layer of mould that climbs is mended below liter moves auxiliary upright beam and is gone into not rise to move Li Liang, constitutes supplemental support jointly.
The present invention structurally improves prior art, need not adopt the crown wall rumble as supplemental support, and adopt auxiliary upright beam as supplemental support, can the mould that climbs in the above partly be supported on the one hand, also worked the effect of the mould double swerve that prevents to climb, when cast wall body, also not overslaugh cast floor plate assists the hole of upright beam very little, can block up in the future, make and adopting the climbing during mould of structure of the present invention, can be once moulding by casting wall body and floor plate together, thereby can realize building up first floor in 3-4 days, build building speed and improve, build the building quality and improve, and cost reduces.
Below in conjunction with accompanying drawing in detail the present invention is described in detail.In the accompanying drawing:
Fig. 1 is the climb structure key diagram of mould of quickly building construction of the present invention;
Fig. 2 is the climb perspective illustration of broken section of mould of quickly building construction of the present invention;
Fig. 3 is the enlarged drawing of 2B among Fig. 2;
Fig. 4 is the enlarged drawing of 2C among Fig. 2;
Fig. 5 is the enlarged drawing of 2D among Fig. 2;
Fig. 6 is that the climb special template of mould of quickly building construction of the present invention is provided with key diagram;
Fig. 7 is the climb front view key diagram of special template of mould of quickly building construction of the present invention;
Fig. 8 is the quickly building construction of the present invention key diagram of mould when building ground one deck that climb;
Fig. 9 is that the quickly building construction of the present invention mould that climbs has watered out the key diagram of wall body and door and window balcony when building ground one deck;
Figure 10 is the quickly building construction of the present invention key diagram of mould when rising to two layers on ground that climb;
Figure 11 is the quickly building construction of the present invention key diagram of mould two layers of position further work that climb;
Figure 12 is that quickly building construction of the present invention climbs mould at two layers of key diagram that ties reinforcing bar;
Figure 13 is that quickly building construction of the present invention climbs mould at wall body that carries out the second layer and floor plate cast key diagram;
Figure 14 is that quickly building construction of the present invention climbs mould at one deck and the key diagrams that add many one section auxiliary upright beams 16 of having climbed again;
Figure 14 A to Figure 14 C is the mould that climbs of the present invention installs the crown wall rumble additional at Li Liangxia a key diagram;
Figure 15 is that the quickly building construction of the present invention mould that climbs rises and moves auxiliary upright beam and existing two-layer the liter moved auxiliary upright beam key diagram below having added two;
Figure 16 is that not rising of the mould that climbs of the present invention moved auxiliary Li Liang and risen the key diagram that moves the auxiliary upright situation of beam in building the building;
Figure 17 rises to move to place after auxiliary upright beam moves with the mould liter that climbs not rise to move the process steps key diagram of auxiliary upright beam to the precalculated position;
Figure 18 adds baffled key diagram when placing of concrete;
Figure 19 is wall wall body and floor plate and crossbeam by the partial enlarged drawing of fluid concrete together; And
Figure 20 is a both walls body used when making stair, the key diagram of the situation of stair bottom support and every step template.
Consult Fig. 1, Fig. 1 is the primary structure key diagram of climbing form for quickly building construction of the present invention, as previously mentioned, the mould that climbs of the present invention mainly includes chassis body part and pole-climbing support section, wherein, in chassis body part, set liter moves auxiliary upright beam 16 and does not rise that to move the auxiliary beam 35 that stands can be that pipe or square tube are constructed below upright beam 6, can be circle or square steel pipe, being connected on the height that liters below the upright beam 6 move auxiliary upright beam 16 be the height in two floor rooms.
Begin to build first when two-layer on ground, rising and moving auxiliary upright beam 16 is that each layer connects, and the liter that inserts the first floor earlier moves auxiliary upright beam 16, behind the one deck that climbs again, just inserts second and rises and move the auxiliary beam 16 that stands.Just need not plug into again after having connected two.Afterwards, use does not successively rise and moves auxiliary upright beam 35.
Behavior in service about auxiliary upright beam 35 and 16 will be described further in the accompanying drawing below.
In addition, when using auxiliary upright beam, circular cone or square taper bushing 15 have also been adopted, circular cone sleeve pipe 15 is conical butt short tubes, diameter at smaller end directly is slightly larger than and constitutes the outside dimension that rises the pipe that moves auxiliary upright beam 16, highly is approximately equal to the thickness of the floor plate of building, and the tapering of circular cone short tube can be less than 45 degree, for example can be about 30 degree, during use, circular cone sleeve pipe 15 is positioned at the upper end of upright beam, places the position in the pairing floor plate, circular cone carefully holds circular hole downward, and macropore is upward to setting.When liter moves auxiliary upright beam 16 and adopts round steel pipes, adopt the circular cone sleeve pipe, when liter moves auxiliary upright beam 16 and adopts rectangular steel tubes, just adopt square taper bushing, the architectural feature and the mode of occupation of square taper bushing and circular cone sleeve pipe 15 are identical.
Shown in the figure, per two upright beams 6 are one group, are fixed on the two ends of two upright beams 6 by the diagonal member 7 that intersects, and constitute the rectangle structure at band diagonal angle, have strengthened the rigidity and the intensity of the construction framework of the whole mould that climbs greatly, prevent that frame construction from tilting.
The pole-climbing support section of mould of climbing includes the bar 17 that climbs, jack 18, and stilt 19, tie-beam 21, short beam 22, stilt saddle 23 etc., its architectural feature illustrates among the figure in the back in addition.Aspect template 10, the template 10-1 of wall wall body is more straight, simple structure, and have the template 10 of the internal mold at door and window balcony place can one short riser 10-2, can be to have the hinge structure can turn up the pleated template 10-3 of 90 degree, the pleated template 10-4 of windowsill bottom etc., during formwork, adopt windowsill pillar 9 as principal post here, end face adopts wedge type girt strip 11, cooperate rest that the template 10-3 on the limit of falling the wedge type is arranged, below available prefabricated cement brick or holder connect frame 12 supports.
Consult Fig. 2, Fig. 2 is the perspective illustration of the broken section of the mould that climbs of the present invention, to further specify the architectural feature of chassis body part and pole-climbing support section, three place's amplifier sections is arranged, with the 2B in the drawing reference numeral corresponding diagram 2 of Fig. 3 to Fig. 5,2C, 2D.There is shown the framework that perpendicular back timber 1 and horizontal back timber 2 have constituted the end face workbench, many upright beams 6 vertically are provided with, connecting back timber anyhow, there is diagonal member 7 to hold upright beam 6 across, connecting two in the lower two layers building of upright beam 6 rises and moves auxiliary upright beam 16, the bottom that all is provided with two stilt 19 of circular cone sleeve pipe 15 and every bar about 17 cooperations of climbing at the floor plate 30-1 place that each liter moves the upper and lower side of auxiliary upright beam 16 is set at wall wall body 30.The top that is connecting two stilt 19 with tie- beam 21,22 of short beams are on the adjacent perpendicular back timber 1 and horizontal back timber 2 of top layer workbench, can move along institute's frame back timber, stilt saddle 23 is enclosed within short beam 22 middle parts, and the bar 17 that climbs, jack 18 vertically are installed on it, two stilt 19, and at the tie-beam 21 of upper end, stilt saddle 23 can make two stilt 19 adjust the precalculated position of aiming at the wall body 30 that is supported along short beam 22 shift positions.Also show the position and the shape of side rack 5 among the figure.
Consult Fig. 3, Fig. 3 is the enlarged drawing of 2B among Fig. 2, it has drawn the tie-beam 21 of the part of climbing, stilt 19, the structure of the bar 17 that climbs and an embodiment of connection state, in this specific embodiment, stilt 19 are rectangular steel tubes of hollow, and the bar 17 that climbs is filled circles steel columns, and top section has screw thread, tie-beam 21 is two stilt 19 clamped and connected by two sections channel-section steels from the two sides tops, and downside is also fixed with screw or rivet.
Consult Fig. 4, Fig. 4 is the enlarged drawing of 2C among Fig. 2, shows the situation that stilt 19 lower ends stand in wall wall body 30 end faces, and being provided with spring 31 in the wall body 30 of corresponding stilt 19 is in order to strengthen wall support force to stilt 19 before solidifying fully.
Consult Fig. 5, Fig. 5 is the enlarged drawing of 2D part among Fig. 2, drawn an embodiment of the formation of short beam 22 parts, short beam 22 is made of two sections channel-section steels, two sections channel-section steels are arranged side by side, opening is towards the level outside, and the bar 17 that climbs passes in the middle of two channel-section steels, and jack 18 is arranged on the upper middle position of stilt saddle 23.
Consult Fig. 6, Fig. 6 is pleated template 10-3 when making door and window, the key diagram of the situation that is provided with of the short template 10-2 of 10-4, dotted line PB is template PA is lowered into suspention from level position, the left and right sides of die wedge girt strip 11 is connecting template, head on wedge type girt strip 11 above the windowsill pillar 9, head on the cement brick bar fragment of brick holder of pulling in advance below and connect beam 12, behind placing of concrete, template 10 can be separated and on move, and wedge type girt strip 11, windowsill pillar 9 and holder connect 12 on beam will continue to keep finishing of the structure curing time that is retained to after more than 20 day.What H represented among the figure is the thickness of the concrete slab of windowsill, and alphabetical PB one side is an exterior wall, and the side of alphabetical A is an interior wall, and among the figure shown in the D of lower right side is floor plate thickness, and what symbol represented among the figure is the construction joint position.
Consult Fig. 7, Fig. 7 is the situation key diagram of template and support when the front of window is watched, and there is shown the mated condition of wedge type girt strip 11 and pleated template 10-3, and as can be seen, pleated template 10-3 is easy to and wedge type girt strip 11 is thrown off.Hinge 10-6 on the pleated template 10-3 also shows.Hoist cable 8 hangs each template, and windowsill end face and bottom surface are supported with the windowsill pillar 9 of differing heights, also shows holder among the figure and connects the position of beam 12 and section configuration roughly.The explanation of being done among the letter of symbol and alphabetical D justice and Fig. 6 among the figure is identical.
Consult Fig. 8, Fig. 8 is the key diagram of mould when building ground one deck that climb of the present invention, at this moment, the mould that climbs is set up, the workman can work on top layer workbench and middle level workbench 3, the mould that climbs is erected on the end face that sets in advance the stub post of erectting on the ground 37 by upright beam 6, and the template 10 of making wall body and door and window balcony has installed, can make wall body and door and window balcony by placing of concrete.This fashion does not need to use auxiliary upright beam 16 and 35.The represented parts of each numeral and front are respectively schemed identically among this figure, and this manual neutralizes in each accompanying drawing, and each digital represented parts all is identical, explanation no longer in addition.
Consult Fig. 9, Fig. 9 is on the basis of Fig. 8, has watered out the situation of wall body and window frame windowsill, and for the purpose of eye-catching, the part with blacking among the figure clearly show that the wall body that pouring is good and waters good window frame windowsill etc.At this moment, can transport reinforcing bar, the connecting reinforcement of necessity such as wall body top etc. just is installed subsequently, then will rise mould, the mould that climbs is climbed along its bar 17 that climbs, begin to build the preceding seat of the second layer of building to the top layer workbench.Among this figure, climb bar 17 fractions under the top layer workbench, major part erectly is positioned on the top layer workbench.
Consult Figure 10, Figure 10 is that the mould that climbs of the present invention is along bar 17 precalculated position of climbing of climbing, the height that climbs is the first floor height, can just build the key diagram of position of the second layer of building, shown in the figure, the mould that climbs rises, the top layer workbench is the top of the approaching bar 17 that climbs, template 10 be hung in middle level workbench 3 below, no matter be the template of making the wall body, still make the template of window frame platform, all be in vertical free suspended state, the hoist cable 8 on the template 10 of making window frame windowsill and making wall body is to begin to draw from middle level workbench 3, has shortened the length of the hoist cable 8 of suspention template 10, reduce to install the difficulty of the template 10 of making window frame windowsill and wall body, also saved workload.In addition, hoist cable 8 in the inner part can the bigger distance of translation, for example inwardly 0.4～0.9 meter more than of translation, formed become workman and inspector can by or the space of work, made before the template of closing up the window frame windowsill, close up before the template of wall body both sides, workman and inspector can stand in the cage of reinforcement of window frame windowsill and wall body and the template removed between work and test, the template of closing again after the assay was approved 10 is carried out concrete pouring.
Also clear illustrating among Figure 10, upright beam 6 rises with whole main mould, and at this moment, between stub post 37 and the upright beam 6, without any what support, the whole mould that climbs all is supported on one's body the concrete wall of firm pouring through two stilt 19.
Rise gradually when swashing at the mould that climbs, the workman at the reinforcing bar of Zha Jianqiang body etc., Yi Bian rise mould, leads and stayed work such as porthole Yi Bian wire-tie and do conduit simultaneously, does not waste man-hour, the quickening speed of application, and building speed is built in quickening.
Consult Figure 11, Figure 11 is climbed to the key diagram of further work on the basis of position of the second layer of building building of the mould that climbs at Figure 10, at first, be between upright beam 6 of each root and stub post 37, add support, promptly adding one section rises and moves auxiliary upright beam 16, rise and to move auxiliary upright beam 16 normally circle or rectangular steel tube, act on identical, it is vertically installed, head on stub post 37 below, plug in upright beam 6 bottoms above and head on and found beam 6, become the rising of mould body frame structure of climbing and move supplemental support, also begin to support the weight of the mould that climbs, in addition, on each liter moves the upper end of auxiliary upright beam 16, be provided with circular cone sleeve pipe 15, circular cone sleeve pipe 15 is provided with in up big and down small mode, circular cone sleeve pipe 15 moves the auxiliary upright coaxial haply setting of beam 16 with liter, and its place horizontal level is the position of floor plate, and the height of circular cone sleeve pipe 15 is approximately equal to the thickness of floor plate.The effect of circular cone sleeve pipe 15 be make the liter of upright beam 6 lower ends move that auxiliary upright beam 16 promotes easily and on move, avoid the auxiliary upright beam of concrete banding that waters, destroy concrete when also avoiding moving simultaneously.
Also show the floor template 41 that sets up and the situation of template vertical rod 42 among Figure 11, many template vertical rods 42 uprightly are provided with, connect and support horizontally disposed floor template 41 on its top, floor template 41 is usually with for example aluminium alloys making of metal, so that light and handy Easy Move and repeatedly use, can make to such an extent that size is accurate again, improve the quality of the contact surface of the flooring that builds up.There is shown, after having set up floor template 41, the workman may stand in the template 10 of wire-tiing on the floor template and wall body and window frame windowsill being installed, utilize Schaltisch to be workbench, and prepare placing of concrete, after being ready to, can be side by side with wall body and floor plate one-time cast-forming together.
Consult Figure 12, Figure 12 is the key diagram that continues operation on the basis of the work of Figure 11, tie the reinforcing bar in the flooring, the reinforcing bar at associated places such as flooring and wall body and windowsill has tied reinforcing bar, in addition shown in the figure, the both sides stilt 19 and the bar 17 that climbs are risen, the weight of mould of climbing is now all supported by upright beam 6, and the liter below it moves auxiliary upright beam 16 and following again stub post 37, and that weight is imported into is underground, is supported by platform.
Consult Figure 13, Figure 13 is on the basis of the work of Figure 12, carries out the key diagram of the concrete casting of wall body and floor plate, represents to have watered concrete position with gaza's point among the figure, the wall body of the second layer of building, and window wall, floor plate etc. have watered concrete.
The intensity because the floor plate concrete must just can touch the mark a couple of days, so floor template 41 that supports and template vertical rod 42 etc. can not be removed immediately, but after 14 to 18 hours setting time, the existing sufficient intensity support of the wall wall body mould that climbs climbs, thereby at placing of concrete after 14 to 18 hours, can promote the mould that climbs, so that build next level.
Consult Figure 14, Figure 14 is on the basis of the work of Figure 13, with the climbed key diagram of height of first floor of the mould that climbs, begin to build the 3rd layer, below upright beam 6, added second and risen and move auxiliary upright beam 16, after having added two section 16, but just finish the general frame structure that ascending part divides.
Other operation comprises and wire-tiing, and the operation of placing of concrete wall body and floor plate is with noted earlier identical, and under the present invention, wall body and floor plate once water out.
Consult Figure 14 A to Figure 14 C, Figure 14 A to Figure 14 C is the mould that climbs of the present invention installs crown wall rumble 50 additional at Li Liangxia a key diagram.In order to strengthen the stability of mould when rising of climbing, especially when building the building of high level or higher level, the double swerve when mould that prevents to climb rises, shown in the figure, the present invention has adopted in the lower end of some upright beams 6 or liter moves auxiliary upright beam 16 upper end suitable positions, set up crown wall rumble 50, withstanding relative both sides wall mode is provided with, crown wall rumble 50 be perpendicular to upright beam 6 just perpendicular to wall wall body 30 directions with the horizontal direction setting, its fixed end is fixed on upright beam 6 or rises and moves on the auxiliary upright beam 16, by wall wall body is that an end is a roller, usually the distance that makes roller and wall surface is several millimeters, rocks a little about mould even climb, and the roller of relative direction will withstand wall wall body 30 from the rightabout that rocks, prevent to rock, climb mould when rising, the roller of crown wall rumble 50 when being attached to wall 30, the rising of can rolling, when not being attached to wall, the rising of just need not rolling.
In addition, crown wall rumble 50 is the occasions at needs, is provided with during the situation that needs.Crown wall rumble 50 is mounting or dismounting mode at any time settings, it is after the concrete of wall wall body 30 that has watered one deck and floor plate 30-1, when rising a bit of distance X, installs the mould that climbs, for example X can get 400 millimeters, at this moment, the template 10 that hoist cable 8 will have been made wall is hung and has been risen 400 millimeters, just crown wall rumble 50 can be installed, the mould that climbs is gone up one deck, crown wall rumble 50 is raised under the floor plate of rising one deck, as shown in Figure 14B, and during near the floor plate that will build, be removed again, carry out form erecting operation again, shown in Figure 14 C, like this, whenever the one deck that climbs, crown wall rumble 50 will be loaded onto and be pulled down once.
The installation and removal of crown wall rumble 50 have increased workload, but the crown wall rumble stability when having increased the mould that climbs and climbing is set.
Consult Figure 15, situation when demonstration is just being built layer 5 in the figure, Figure 15 is that the upright beam 6 of the mould that climbs of the present invention has added two and rises the key diagram that moves auxiliary upright beam 16, be returned to the situation identical with the situation of Fig. 1, begin to insert to rise and move auxiliary upright beam 16 with 6 liters of two sections of moving of upright beam, together rising back one one mends successively and goes into not rise to move auxiliary upright beam 35, one deck climbs, mend one deck, one one ground supports always in this wise, until have four layers do not rise move auxiliary upright beam 35 till, remove not rising of the bottom afterwards and move auxiliary upright beam 35, be transported to the upper strata again, benefit is gone into to rise to move floor stringer 16 following reaching and is pushed up that most above the layer 35, as support.
Consult Figure 16, Figure 16 does not rise to move auxiliary upright beam 35 and rise the key diagram that moves the auxiliary upright situation of beam 16 in building the building.Clear illustrating among the figure, floor plate 30-1 is positioned at the bottom of every layer of wall wall body 30, circular cone sleeve pipe 15 is placed among the floor plate 30-1, having to rise to move assists upright beam 16 to pass therethrough, circular cone sleeve pipe 15 is positioned at and rises the bottom of moving auxiliary upright beam 16, do not rising the i iron 36 that moves on the upper surface of assisting upright beam 35 and all be disposed into the segment that matches under the lower surface, because the contact area of i iron 36 and floor plate can stride across the water-bearing concreae of just having filled out during than Datong District in beam and face, as the support of 35 bottoms.The length one of i iron 36 is due to the big bore dia of growing circular cone sleeve pipe 15, and i iron 36 can be considered and do not rise a part of moving auxiliary upright beam 35, or an accessory.The structure of i iron 36 and shape also can be different.
Irising out 13B and 13E among the figure is for explanation loading and unloading situation in figure below.
Consult Figure 17, Figure 17 be rise move auxiliary upright beam 16 and move with the mould liter that climbs after, place the key diagram that does not rise the process of moving auxiliary upright beam 35.Topmost 13B will move liter auxiliary upright 16 liters of situations that shift out of beam, is illustrated with arrow upwards.Among the next picture 13C, rise earlier to have moved to rise and move auxiliary upright beam 16, take out circular cone sleeve pipe 15 again.Shown in the 3rd the picture 13D, the hole of wearing on the floor plate 30-1 mends with concrete.And then with 36 immigrations of segment i iron, among the 4th the picture 13E segment i iron 36 has been shown and has moved into the precalculated position, promptly moved on to floor plate 30-1 go up conical bore above, placing one does not more rise and moves auxiliary upright beam 35, owing to utilize the conical bore after circular cone sleeve pipe 15 is removed to carry out centering up and down, support is roughly carried out on coaxial, do not had big skew.Do not rise the top and bottom of moving auxiliary upright beam 35 and can adopt variform i iron 36, in fact, do not rise to move and assist upright beam 35 highly to regulate short section for one section, for example use helicitic texture, can carry out the little adjustment of size up and down, make support fastening in the top employing.
All do not rise to move auxiliary upright beam 35 and rise move auxiliary upright beam 16 and circular cone sleeve pipe 15 after the concrete casting of finishing top layer, after removing the mould that climbs, all be moved out of, use when building other building again.
Consult Figure 18, shown in Figure 18 is the key diagram that adds plate washer when placing of concrete, for workman's safety, flashes in order to prevent concrete, and the spy has installed plate washer 39, and it can be converted into by one flat plate, is an acute angle folded structure, makes protection applications.
Clearly show that also among the figure that the pulley mechanism of upper end that hangs the hoist cable 8 of template 10 is to be set in the chute of middle level workbench 3, and can slide along chute.Thick black arrow with horizontal direction shows the direction that template 10-1 removes, and the pulley at hoist cable 8 tops is used for moving die plate.
Hoist cable 8 can suspend and make template 10 translations in midair, makes the inwardly translation of template hoist cable 8 of the inboard of door and window balcony, makes respectively translation backward of template 10-1 of body of wall wall body, and the distance of translation can be 0.4 meter to 0.9 meter.
Also show the reinforcing bar 33 that bundle buries in wall wall body among the figure, and 19 on stilt are on the end face of wall wall body, template 10 is used bolt, makes the concrete of pouring can not be out of shape and have the accurate dimensions effect.
Consult Figure 19, Figure 19 is that wall wall body 30 and floor plate 30-1 and crossbeam 30-2 have been poured into a mould concrete partial enlarged drawing together, clear showing is horizontally disposed with reinforcing bar even in the wall body among the figure in the floor plate 30-1,30-2 not only has horizontally disposed reinforcing bar and wall body interior reinforcing bar is fastened to each other is connected in the crossbeam, and also have many reinforcing bars up and down, main girder top reinforcing bar 33-1 and beam stirrup 33-2 etc.
Reinforcing bar in the floor plate 30-1 and the reinforcing bar in the crossbeam are connected together, increase the firm degree of floor plate and crossbeam, after having tied these reinforcing bars, just once water the wall body of construction first floor and the concrete of floor plate together, workmanship and progress have been improved, avoided again mending vertical construction joint, prevented to leak.
Consult Figure 20, Figure 20 is the key diagram of the situation when making stair, builds Lou Yeyao and makes stair, under situation of the present invention, also is provided with stairstepping template 10-5, is used to make stair, the wall body of both sides and step enterprise body platelet.Stairstepping template 10-5 is also the same with other template, is suspended in midair by hoist cable 8 and the mould one that climbs hoists and moves.Stairstepping template 10-5 only is provided with end face, and the bottom surface is supported with not rising the template of moving, and during placing of concrete stair is also poured into a mould together.
Method of climbing mould and corresponding cooperation of the present invention has a large amount of advantage characteristics, because first floor Cast is made together, and building has good quality, and avoids seepy question to improve again project speed, 3 days Can build up first floor to 4 days, and lower construction costs, reduce cost.
Claims (11)
1. but the climbing form for quickly building construction of wall body and floor plate one-time cast-forming; be used for builing industry and build the building; mainly include chassis body part and pole-climbing support section; the chassis body part can wholely rise under the operation of pole-climbing support section and move; chassis body partly mainly includes perpendicular back timber (1); horizontal back timber (2); middle level workbench (3); side rack (5); upright beam (6); wherein; the perpendicular back timber (1) that is positioned at chassis body top is horizontally disposed with up and down with horizontal back timber (2) is crisscross; constitute the top layer workbench; below horizontal back timber (2) preset distance and top layer workbench horizontally disposed evenly be middle level workbench (3); adopt many upright beams (6) that vertically are provided with and the workbench of doing the periphery, building at the side rack (5) that chassis body vertically is provided with in the outer part; fastened to each other with each horizontal beam platform; connect into rectangle grid-shaped framework; the chassis body part also includes hoist cable (8); template (10); the pole-climbing support section is connected on the chassis body part; it is characterized in that; the mould that climbs also includes to rise to move auxiliary upright beam (16) and do not rise and moves auxiliary upright beam (35); when building the building, place removably vertically below the Li Liang (6), play the supplemental support effect by predetermined operation.
2. the mould that climbs according to claim 1 is characterized in that, described liter moves auxiliary upright beam (16) and do not rise that to move auxiliary upright beam (35) all be circular and box section one of is constructed.
3. mould according to claim 1 climbs, it is characterized in that, also include circular cone sleeve pipe or square taper bushing (15), it is the square taper short tube of the circular formula of butt, diameter at smaller end directly is slightly larger than and constitutes the external diameter that rises the pipe that moves auxiliary upright beam (16), equals the thickness of the floor plate of building highly haply.
4. mould according to claim 1 climbs, it is characterized in that, be connected on the following liter of upright beam (6) and move totally two on auxiliary upright beam (16), vertically the head and the tail mode connects, and every rises the height that moves auxiliary upright beam (16) is the height of one deck building approximately, promptly haply from the height of floor plate bottom surface to the next level panel bottom surface of one deck, these two rise that to move auxiliary upright beam (16) be the face under Li Liang (6) of plugging into, reach one, be raised to the top always, finish all pouring concrete work ability and framework and together remove.
5. the mould that climbs according to claim 1 is characterized in that, the pulley mechanism of upper end that hangs the hoist cable (8) of template (10) is to be set in the chute of middle level workbench (3), and can slide along chute, opens template.
6. as the mould that climbs as described in claim 1 or 5, it is characterized in that hoist cable (8) can suspend and make template (10) translation in midair, make the inwardly translation of template of the inboard of door and window balcony, make respectively translation backward of template (10) of body of wall wall body, the distance of translation can be 0.4 meter to 0.9 meter.
7. mould according to claim 1 climbs, it is characterized in that, described pole-climbing support section includes the bar that climbs (17), jack (18), stilt (19), tie-beam (21), short beam (22), stilt saddle (23), wherein, short beam (22) frame is on the adjacent perpendicular back timber (1) and horizontal back timber (2) of top layer workbench, can move to suitable position along institute's frame back timber, stilt saddle (23) is enclosed within short beam (22) middle part, the bar that climbs (17) vertically is installed, jack (18) on it, two stilt (19), and at the tie-beam (21) of upper end, stilt saddle (23) can make stilt (19) adjustment aim at the precalculated position of the wall body that is supported along short beam (22) shift position.
8. the mould that climbs according to claim 1 is characterized in that it also includes plate washer (39), is an acute angle folded structure, makes guiding and protection applications when being used for placing of concrete.
9. the mould that climbs according to claim 1 is characterized in that it also includes stairstepping template (10-5), is used to make stair step and both sides enterprise body wall and uses.
10. mould according to claim 1 climbs, it is characterized in that, below the upright beam (6) of the mould that climbs, can also set up crown wall rumble (50), crown wall rumble (50) is horizontally disposed with, and fixed end is fixed on upright beam (6) lower end or liter moves auxiliary upright beam (16) upper end, is rollers by wall wall body (30) one ends, usually the distance on roller and wall surface is several millimeters, and crown wall rumble (50) is a mounting or dismounting mode at any time setting.
11. the method for a quickly building construction, can make wall body and floor plate one-time cast-forming, it is characterized in that, adopt the described mould that climbs of claim 1, and, building from following calculatings when two-layer, below Li Liang (6), successively set up one and rise and move the auxiliary beam (16) that stands, installing two altogether rises and moves auxiliary upright beam, no longer install additional afterwards to rise and move auxiliary upright beam (16), these two rise and move auxiliary upright beam (16) and be connected with the chassis body partial fixing, and one hoists moves, afterwards, each layer of mould that climbs below liter moves auxiliary upright beam (16), constitutes supplemental support jointly.
Priority Applications (2)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 00130916 CN1354313A (en) | 2000-11-20 | 2000-11-20 | Climbing form for quickly building construction and its correspondent method |
| HK02108972.3A HK1047462A1 (en) | 2000-11-20 | 2002-12-11 | Climbing form for quickly building construction and its correspondent method |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 00130916 CN1354313A (en) | 2000-11-20 | 2000-11-20 | Climbing form for quickly building construction and its correspondent method |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN1354313A true CN1354313A (en) | 2002-06-19 |
Family
ID=4594407
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN 00130916 Pending CN1354313A (en) | 2000-11-20 | 2000-11-20 | Climbing form for quickly building construction and its correspondent method |
Country Status (2)
| Country | Link |
|---|---|
| CN (1) | CN1354313A (en) |
| HK (1) | HK1047462A1 (en) |
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105297635A (en) * | 2015-08-10 | 2016-02-03 | 陈修缘 | Assembled lifting type construction platform for pier column construction and construction method thereof |
| WO2017054722A1 (en) * | 2015-09-30 | 2017-04-06 | 李宜君 | Concave building construction method |
| CN106677523A (en) * | 2017-03-16 | 2017-05-17 | 卢龙腾 | Method for tower crane full model construction |
| CN107022956A (en) * | 2017-04-13 | 2017-08-08 | 王燕 | A kind of bridge pier column steel form climbing system and its implementation |
-
2000
- 2000-11-20 CN CN 00130916 patent/CN1354313A/en active Pending
-
2002
- 2002-12-11 HK HK02108972.3A patent/HK1047462A1/en unknown
Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105297635A (en) * | 2015-08-10 | 2016-02-03 | 陈修缘 | Assembled lifting type construction platform for pier column construction and construction method thereof |
| WO2017084113A1 (en) * | 2015-08-10 | 2017-05-26 | 陈修缘 | Assembled lifting construction platform for pier column construction and construction method thereof |
| WO2017054722A1 (en) * | 2015-09-30 | 2017-04-06 | 李宜君 | Concave building construction method |
| CN106677523A (en) * | 2017-03-16 | 2017-05-17 | 卢龙腾 | Method for tower crane full model construction |
| CN107022956A (en) * | 2017-04-13 | 2017-08-08 | 王燕 | A kind of bridge pier column steel form climbing system and its implementation |
Also Published As
| Publication number | Publication date |
|---|---|
| HK1047462A1 (en) | 2003-02-21 |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN102535843B (en) | Construction method of circular reinforced concrete chimney cylinder wall and hydraulic sliding mould device | |
| CN1028556C (en) | Building construction system | |
| CN204098463U (en) | Builder's jack | |
| CN202090591U (en) | Lift type climbing formwork of building operations | |
| CN105464216B (en) | Construction method based on integral lifting formwork-strengthening system superelevation super-section batter post | |
| CN113931313A (en) | Super high-rise core tube horizontal structure construction method | |
| CN111705747A (en) | Sliding template assembly for river retaining wall | |
| CN114575593A (en) | Adjustable plate buckling formwork support frame for super-load small-clearance beam and construction method thereof | |
| CN107100361A (en) | Inner support aluminum dipping form device and its installation method are climbed outside a kind of | |
| CN1354313A (en) | Climbing form for quickly building construction and its correspondent method | |
| CN206397136U (en) | Assembled aluminum template masonry shearwalls reinforced concrete structural column | |
| CN216787815U (en) | Slip form system suitable for variable cross-section vertical structure | |
| CN202831621U (en) | Integrated slipform for silo concrete | |
| CN112227814B (en) | Method for dismantling straight-barrel type concrete tower body | |
| KR20190066754A (en) | Formwork structure supported by column unit | |
| CN113216840A (en) | Impact pore-forming ultra-long bored pile and construction method | |
| CN210396069U (en) | Elevator shaft lifting scaffold | |
| DE2208911C3 (en) | Device for distributing concrete in the course of erecting buildings | |
| CN211007581U (en) | Overhanging type vertical supporting tool | |
| CN214885471U (en) | Operating platform jacking device used during construction of outer cylinder wall of square chimney | |
| JPH0274707A (en) | Rising construction device of half-arch for arch bridge | |
| CN211080301U (en) | Side wall template structure of subway station shield well | |
| CN115306136B (en) | Inclined wall eversion climbing type steel platform construction device and method | |
| CN217759993U (en) | Automatic creeping formwork system | |
| CN114251106B (en) | Integral inverted arch end steel mould convenient to assemble and disassemble and construction method |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C06 | Publication | ||
| PB01 | Publication | ||
| C02 | Deemed withdrawal of patent application after publication (patent law 2001) | ||
| WD01 | Invention patent application deemed withdrawn after publication | ||
| REG | Reference to a national code |
Ref country code: HK Ref legal event code: WD Ref document number: 1047462 Country of ref document: HK |