CN1102984C

CN1102984C - Support system

Info

Publication number: CN1102984C
Application number: CN 95121414
Authority: CN
Inventors: 合川映一
Original assignee: ASAHI INDUSTRIAL CORP
Current assignee: ASAHI INDUSTRIAL CORP
Priority date: 1995-09-06
Filing date: 1995-12-08
Publication date: 2003-03-12
Anticipated expiration: 2015-12-08
Also published as: TW287217B; JP3514887B2; CN1144868A; JPH0972089A

Abstract

Vertical stays 1 arranged at four sides are coupled with horizontal members 4 using braces 5 and horizontal bars 6 so that a column A is assembled, and each universal vertical stay 7 connected with the uppermost vertical stay 1 is coupled by a beam lower frame 8. A slab form 22 is supported through a sleeper 21 by a support 20 fixed to the beam lower frame. The support of the form 22 can be changed in terms of location by shifting the installing position of the support relative to the beam lower frame 8. To establish a timbering system which excels in the load sustaining strength and allows free selection of the supporting position of a concrete frame, etc.

Description

Mounting system

The present invention relates to when building concrete structure etc., for to the model frame supporting that forms plate, wall, post, beam etc. and to the mounting system of the truss jacking row supporting of truss structure body.

For example, when building concrete structure,, formation plate, wall, post, beam etc. support for need being used in the support of on the lower plywood face each model frame being assembled.

In the past, use pipe support spare usually or the interim framework that combines by pipe as above-mentioned support.

Yet, use pipe support spare, make the loading supporting unstable, and because of many pipes are stood in great numbers on the bottom surface, be formed on the state that is difficult to carry out operation or walking on the bottom surface, must wait for that can carry out material after solidifying to plate is transported into and waits other operation, this becomes the main cause that the concrete structure efficiency of construction is reduced.

In addition, for the interim framework that pipe is combined because by making vertical post successively upward spreading the time, with the spacing parallel arranging configuration in accordance with regulations of this vertical post, be connected adjacent vertical post with diagonal brace with crossbeam successively, be assembled into utensil shape structure body for climbing, also form with the crossbeam diagonal brace each vertical intercolumniation sealing in this occasion, make to be difficult on the bottom surface carry out that transporting of material transports and walking etc., thereby do not have the function of scaffold.

In addition, in traditional interim framework, owing to be base plate model frame or beam model frame, the upper beam two ends that formation will be erected at the beam lower frame of the vertical intercolumniation of topmost are installed in the structure of indulging on the post, thereby, make with the bonding strength of vertical post and loading bearing strength rigidity weak, that can not make interim framework and improve, simultaneously, make the vertical post configuration space occasion that changes, owing to can not make the length of beam lower frame produce adaptations, existence makes the kind number of beam lower frame many, material is managed and interim framework assembling is complicated.Problems such as fabricating cost increase.

In addition, be difficult to make traditional mounting system under assembled state, on the bottom surface, to move, when on same ground, needing to change model frame supporting place, must once moving under the disintegration state, then assemble once more, thus exist for mobile and many labour intensive and man-hour such problem.

Therefore, the object of the invention be to provide by the scantling standardized designs make management easily, loading bearing strength height, can freely select and establish model frame bearing position, Jiang Bi and plate formation one and can under the maintenance assembled state, move the mounting system that is used to support.

For the present invention of achieving the above object for by making the vertical post spreading upward successively that becomes the four directions configuration at least, carry out mutual connection of adjacent each vertical post and be assembled into pillar with horizontal member and diagonal brace, the beam lower frame is fixed on the vertical intercolumniation in this pillar upper end, the adjustable supporting member of support height, installation site selectively are fixed on this beam lower frame, with this supporting member and by big beam support supported material.

In addition, the present invention is for being installed in wall model frame on the vertical post sidepiece that constitutes described pillar with jack and crossbeam by the wall that freely stretches, use the template die type frame end of adjusting strength bar connection with the telescopic haunch wall of freedom by above-mentioned wall model frame end and supporting members support, support haunch model frame with this strength bar, thereby can form the concrete structure of the one of wall and plate.

In addition, the present invention when pillar is in the plate bearing state, shrinks with jack by making wall, thereby makes wall model frame leave the structure of wall after being formed in the concrete structure of Jiang Bi and plate formation one.

Said structure has flange on the upper and lower side of the vertical post that constitutes pillar and pars intermedia outer peripheral face, the horizontal member that has coupling respectively with two ends carries out adjacent vertical post upper flange when being connected each other with lower flange each other, the coupling of diagonal position connects with diagonal brace up and down, with the coupling connection both sides that are arranged on the horizontal member two ends on this diagonal brace or the flange of pars intermedia, can constitute the high pillar of rigidity in view of the above.

Below, with reference to accompanying drawing embodiment of the invention structure is described.

Simple declaration to accompanying drawing:

Fig. 1 is the sectional drawing of expression mounting system general structure of the present invention,

Fig. 2 is the longitudinal plan of amplification expression said structure major part,

Fig. 3 is the figure that frame connecting structure under post and beam lower frame and the free beam is freely indulged in expression,

Fig. 4 is the stereogram of the relative beam lower frame support strut mounting structure of expression,

Fig. 5 is the stereogram of the free beam lower frame mounting structure of the relative beam lower frame of expression,

Fig. 6 is with the exploded perspective view that unloads power device supporting member for expression,

Fig. 7 is the view of structure shown in Figure 6, and wherein (A) is front view, (B) is right view, (C) is left view,

Fig. 8 is the longitudinal plan of amplification expression supporting member and crossbeam and template die type frame relation,

Fig. 9 (A), (B) are respectively the vertical view and the front view of extensible canopy lower frame,

Figure 10 (A) is vertical view for the figure of the syndeton of expression extensible canopy lower frame, (B) is the above-mentioned connection fittings of expression front view partly, (C) is the sectional drawing along arrow C-C direction among Figure 10 (A),

The figure that Figure 11 (A)～(E) describes formation stay material kind for expression,

Figure 12 is the main pseudosection of other example of jack part of expression abutment wall model frame,

Figure 13 is the exploded perspective view of structure major part shown in Figure 12,

Figure 14 is that crossbeam is connected the exploded perspective view with fastening annex with template die type frame.

As Fig. 1, Fig. 2 and shown in Figure 11, become the four directions configuration and the vertical post 1 of the spreading that makes progress successively, for example selecting length for use is the steel pipe of 1800mm, its upper end has the joint 2 that spreading is used, and is fixing flange 3 on the outer peripheral face of end and pars intermedia thereon.

Become the vertical post 1 of four directions configuration, with horizontal member 4, utilize its upper end flange 3 to carry out adjacent vertical post to connect each other, and when carrying out with diagonal brace 5 that up and down horizontal member 4 end diagonal positions connect, carry out the connection of adjacent vertical post 1 spacer flanger 3 with the horizon bar 6 that is arranged on the diagonal brace 5.

As mentioned above, vertical post 1 by making four directions configuration along the top spreading and with the four sides that horizontal member 4, diagonal brace 5 and horizon bar 6 will be indulged the post group couple together just can constitute need be highly pillar A, in addition, also can constitute pillar A according to six roots of sensation, eight etc. with indulging post 1 plane earth.

Indulge on the upper end of post 1 at the topmost of above-mentioned pillar A, freely indulge post 7 with the joint connection that is installed in advance on this vertical post 1 upper end.This length of freely indulging post 7 is about half of vertical post 1 length, on bottom and the pars intermedia flange 3 is set thereon.

What be connected on that adjacent on the vertical post 1 in pillar A upper end freely indulge post 7 is to utilize flange 3 along upper and lower settings, connect with beam lower frame 8 each other, and the upper beam 9 and the underbeam 10 that are formed by square tube with truss 11 connections constitute this beam lower frame 8.

As shown in figure 10, be arranged on above-mentioned vertical post 1 and the flange of freely indulging on the post 73, its profile is a square, four places on corresponding each limit are respectively equipped with a pair of oblong aperture 12, are fixing the coupling 13 that utilizes above-mentioned oblong aperture 12 to engage with flange 3 on the both ends of the upper beam 9 of the both ends of above-mentioned horizontal member 4 and horizon bar 6 and beam lower frame 8 and underbeam 10.

As shown in figure 10, this coupling 13 has at the both ends and the horizontal member 4 that are fixed in upper beam 9 and underbeam 10, the hook 15 that is connected and fixed with oblong aperture 12 is set on the both sides leading edge of the shape body 14 on the end of horizon bar 6, in this shape body 14, have and hold towards vertical post 1, or freely indulge the contact member 16 of post 7, and the structure that is pressed into the wedge 17 at 16 at the back sides and contact member in the shape body 14, make hook 15 be fixed in the state of oblong aperture 12 by working as, when wedge 17 is pressed into, the junction surface of oblong aperture 12 and hook 15 as counter-force, make contact member 16 be pressed against vertical post 1 or freely indulge on the post 7, formation is vertical post 1, freely indulge post 7 and connect into the right angle state securely with horizontal member 4 grades.

On above-mentioned coupling 13 bodies 14 two sides up and down or stretch out on the lower position fixing strut pin 18 is set, diagonal brace 5 makes and connects a pair of brace 5a be positioned at the diagonal position coupling 13 strut pins 18 of horizontal member 4 up and down cross section is mutually hinged in the central, make the central portion of horizon bar 6 be hinged on this articulated section, above-mentioned horizontal member 4 and same coupling 13 are fixed on the two ends of this horizon bar 6, become at brace 5a two ends pin-and-hole is set, be positioned at the connection of diagonal position upper and lower end parts and being connected of vertical post 1 mutual pars intermedia of adjacent vertical post 1.

Above-mentioned beam lower frame 8 face-to-face between by selecting the installation site to set up free beam lower frame 19, at this free beam lower frame 19, beam lower frame 8 with freely indulge mounting support spare 20 on the post 7, become with these supporting members 20 by crossbeam 21 base plate model frame 22 or beam model frames.In addition, free beam lower frame 19 has the structure same with beam lower frame 8.

For above-mentioned supporting member 20, three kinds have been prepared, promptly band unloads the supporting member 20a (Fig. 6) of power device, supporting member 20b (Fig. 7) with free binding clasp, and light-duty supporting member 20c (Fig. 2), enable to select for use, simultaneously by support conditions, relatively freely indulge installing of post 7 at supporting member 20 and directly insert (Fig. 7), using support strut 23 (Fig. 2) to installing of beam lower frame 8 and free beam lower frame 19 from top.In addition, in each supporting member, make its common part band same numeral, be described.

As shown in Figure 6, constitute and to make band unload power device supporting member 20a to have on can being embedded in the pipe 24 of freely indulging the external diameter in post 7 and the pillar usefulness pillar 23, a plurality of pin-and-holes that radially run through 25 are set vertically mutually across a certain distance, the big roof beam structure 27 that fixedly installs shape on the top of inserting the screw rod 26 in the pipe 24 from the upper end, simultaneously, can be spun on jack handle 28 freely to rotate on the screw rod 26, and formation is mounted to the structure that makes the bottom that is positioned at this jack handle 28 to the power of the unloading device 29 that is arranged on pipe 24 upper ends.

As shown in Figure 6, unloading power device 29 is to be contained in after bottom wedge member 31 and top wedge member 32 are overlapped up and down in the shape supporting annex 30 that is fixed on pipe 24 upper ends, the through hole 33,34 of screw rod 26 is set on supporting annex 30 and top wedge member 32, simultaneously, with supporting annex 30 supporting bottom wedge members 31, make and vertically to move freely along it, have the slotted hole 34a that screw rod 26 is run through in its bottom.

To support annex 30 and top wedge member 32 with pin 35 connects into and only allows top wedge member 32 to move up and down, on the upper edge of bottom wedge member 31, have and be used to engage fixing recess 36, make and be mounted to the pin 37 that can freely move up and down on the annex 30 in supporting by engaging with joint attachment recess 36, the progressive position of bottom wedge member 31 is held, when top wedge member 32 is upwards pushed away, to sell 37 upwards lifts, the joint fixed solution is removed, make when wedge member 31 edges in bottom are past to tilt a side shifting, top wedge member 32 is descended.

Therefore, jack handle 28 make big roof beam structure 27 with the screw rod 26 of top wedge member 32 supportings because of bottom wedge member 31 because moving of causing extracted in the insertion of pin 37 moves up and down, can be once with the supporting releasing of template die type frame etc.In addition, 38 among the figure is fixed on screw rod 26 lower ends, prevents its ring that is pulled out with pin 39, forms the state of preventing screw rod 26 to be pulled out upward with supporting member 30.

With the supporting member 20b of free binding clasp as shown in Figure 7, it is the upper end that round tube 40 is horizontally fixed on screw rod 26, big roof beam structure 41 can be put on this round tube 40 with along the circumferential direction moving, that is fixing U font pipe on the both ends of big roof beam structure 41 holds annex 42 tightly, 43, be installed with on the annex 42 with DRIVE SCREWS holding tightly of a side big roof beam structure 41 crimping are fixed on bolt 44 on the round tube 40, on the nut 45 that the other end of big roof beam structure 41 is being fixed, be installed with crossbeam 21 is pushed along cross direction, hold annex 42 bolt 46 that crossbeam 21 clampings are fastening tightly with a side.

Jack handle 28 can be twisted freely to rotate be combined on the above-mentioned screw rod 26, illustrated embodiment is to be illustrated in and 24 on pipe is being provided with and unloads power device 29, yet, its omission also can.

As shown in Figure 2 light-duty supporting member 20c formation can be spun on jack handle 28 on the screw rod 26 that inserts in pipe 24 upper ends freely to rotate, the big roof beam structure 27 of shape be fixed on the upper end of screw rod 26.

As shown in Figure 4, be used for above-mentioned each supporting member 20 is installed in beam lower frame 8, the support strut of using on the free beam lower frame 19 23 is by using the pipe the same with freely indulging post 7, the end is provided with the downward annex of shape 47 and in its bottom its easy on and off motion of dependence is set and makes the pin 48 with rising elasticity trend thereon, make annex 47 outer being embedded on the upper beam 9 of beam lower frame 8 or free beam lower frame 19, pin 49 that stretches out setting below annex 47 and the pin-and-hole 50 that is arranged on above the upper beam 9 are connected and fixed, make simultaneously and stretch out the pin 48 that is arranged on pillar 23 bottoms and be connected and fixed with the pin-and-hole that is arranged on below the underbeam 10, when making its relative beam lower frame 8 or free beam lower frame 19 vertical fixing, become with the interval of pin-and-hole 50 and select the installation site, by pipe 24 is inserted the configuration of carrying out each supporting member 20 in this support strut 23.

In addition, the adjusting of height up and down of supporting member 20 can be at vertical post 1, freely indulge post 7 and position, support strut 23 upper end, utilize pin-and-hole 25, the insertion by pin 51, extracts and carries out.

Fig. 3 and Fig. 5 represent the mounting structure of free beam lower frame 19 relative beam lower frames 8, the upper beam 9 and the supporting annex 52 on the underbeam 10 that are installed in beam lower frame 8 have the downward shape of formation, make and insert the pin-and-hole 50 that is arranged on upper beam 9 and the underbeam 10, pin 53 in 50 is fixed on the upper interior of this supporting annex 52, simultaneously, on the flange 54 that is arranged on outside, supporting annex 52 both sides, be provided with and make the structure that engages fixing a pair of square hole 55 with the hook 15 of coupling 13, be fastened in the oblong aperture 55 by the hook 15 that makes the coupling 13 on the both ends that are arranged on upper beam 9 and underbeam 10, free beam lower frame 19 is erected at 8 of face-to-face beam lower frames.

Fig. 8 represents to be arranged on the supporting construction of the crossbeam 21 on the supporting member 20, crossbeam 21 is made of materials such as aluminium, and forming section is shape, its length direction of lower edge is provided with in raised line 56 and the groove 57 on its back side, groove 58 with the narrow section shape of A/F is set on the bottom thereon, the big roof beam structure 27 of supporting member 20 and the bottom of crossbeam 21 are to carry out fastening with the bolt 60 that the top is fastened on the binding clasp 59 in the groove 58, the strength bar 22a's of top and the template die type frame 22 of supporting crossbeam 21 fixedly is by making outer being embedded on the strength bar 22a, is fixed in the groove 58 with joint stator 63 joints of the solid shape annex 62 of bolt 61 and carries out.

In the big occasion of load that acts on the above-mentioned crossbeam 21, shown in the chain-dotted line among Fig. 8, also can be configured to make the back coincidence status of two

crossbeams

21,21 to use, in addition, its back is overlapped, make raised line 56 and groove 57 tablings in the case.

In addition, as shown in Figure 7, also can use square tube or wooden square rod material to constitute crossbeam 21.

Fig. 2 represents with pillar A, template die type frame 22, wall model frame 64 and is arranged on haunch model frame 65 Jiang Bi of 22,64 of two model frames and the concrete structure that plate forms one, jack 60 with coupling 13 is fixed on the flange 3 by level, crossbeam 21 is fixed on the big roof beam structure 66 that is fixed on the jack 60, be fixed on this crossbeam 21 with the annex 62 of shape strength bar 67 wall model frame 64, thereby in the time of with wall model frame 64 vertical support, can make wall model frame 64 break away from the concrete wall with jack 60.In addition, the mounting structure of wall model frame 64 relative pillar A also can be by wall model frame 64 is drawn in the structure that it is peeled off.

Use that pipe by large and small caliber combines, the haunch of retractable is regulated strength bar 65a that the end of the strength bar 22a of the upper end of strength bar 67 of wall model frame 64 and template die type frame 22 is engaged, by with this strength bar 65a supporting haunch model frame 65, enable corresponding haunch angle partly and change and change in length.

As Fig. 2, shown in Figure 12, haunch is regulated strength bar 65a and is made big square tube 65b and little square tube 65c retractable tabling, when its length direction being connected and fixed with bolt 65d, be connected its both ends with strength bar 67 with 22a and each joint 65e, regulate strength bar 65a supporting haunch model frame 65 with this haunch.

In addition, because the relative pillar A of loading of haunch model frame 65 is along oblique effect, and, the loading of wall model frame 64 acts on along horizontal, as shown in Figure 2, and for the pillar A that is arranged on the bottom surface, be connected between the flange 3 that makes vertical post 1 bottom of lowermost layer with oblique member 68 and bottom surface, as shown in figure 12, the upper end of pillar A is connected with the bottom surface, can prevents that pillar A is moved.

Fig. 9, Figure 10 is illustrated in to be erected at the extensible canopy lower frame 71 of freely indulging 1 on post 7 or vertical post among the adjacent struts A, make two groups of beam lower frame monomer 71a that form by truss 74 combination upper beams 72 and underbeam 73,71b overlaps, by with a plurality of

bolts

76,76 parts at the cross-drilled hole 75 of every setting separated by a certain interval along its length make put the beams in place 72 and underbeam 73 combine, enable freely to adjust length with the interval of cross-drilled hole 75 along its length, and form with coupling 13 be arranged on two put the beams in place 72 and the opposite end of underbeam 73 on structure, becoming can be corresponding to the variation of the configuration space of pillar A, by connection with this extensible canopy lower frame 71, can between adjacent struts A, guarantee on extensible canopy lower frame 71, to be installed as the above-mentioned supporting member 20 of base plate model frame 22 or beam model frame in path space etc.

Figure 10 A～C represents the structure of the length adjustment part of extensible canopy lower frame 71, be embedded in the shape annex 77 on the other side's upper beam outside on the end of two

upper beams

72,72, being provided with, the pin 79 of shape annex 77 is entrenched in the pin-and-hole 78 that forms on the

upper beam

72,72, becomes the location that to carry out length direction.

Figure 12, represent other example of the mounting structure of wall model frame 64 relative pillar A with Figure 13, coupling 13 is set on the upper rear end of rectangle supporting frame 91, the a plurality of pin-and-hole 91b that are arranged on the horizontal beam 91a by usefulness are connected the horizon bar 92 formation pins of the downward shape on the upper water flat-topped ridge 91a that is embedded in this cramp bar 91 outward with pin 98, carrying out freely carrying out along its length the position has level adjustment to fix, by the supporting station 93 of crossbeam 21 is set on horizon bar 92, utilize crossbeam 21 and groove 58, the prevention crossbeam that connects with clamp fitting 99 withdraws from annex 94, and move and relative fixed nut 100 rotating screw rods 95 are set form wall crossbeam jack 96 for making this prevention withdraw from annex 94, with clamp fitting 97 crossbeam 21 is connected with the strength bar 67 of wall model frame 64.

Can be by coupling 13 being fastened on the outside that 91 one-tenth levels of above-mentioned supporting frame is extended be fixed on vertical post 1 or freely indulges post 7, be used for abutment wall model frame 64 by big beam support jack 96 and crossbeam 21, become operation, wall model frame 64 is produced move horizontally by this jack 96.

Figure 14 represents to be used for the structure of the clamp fitting 97 that template die type frame 22 and crossbeam 21 combine, have in the groove 58 that can insert crossbeam 21, be connected into the section of preventing the L font of extracting shape, on the end base plate 102 is set at an upper portion thereof, the structure of squeezing into groove 104 of wedge 103 is set on its other end, with the beam 105 of template die type frame 22 and and its equitant strength bar 22a embed base plate 102 and squeeze into 104 of grooves, when wedge 103 is squeezed into when beam 105 and strength bar 22a are combined to groove 104, make

crossbeam

21 and 22 immobilizations of template die type frame.In addition, the example that expression is carried out wall model frame 64 and crossbeam 21 combinations with clamp fitting 97 equally in Figure 12.

As mentioned above, the structure of mounting system of the present invention is the vertical post 1 that its lower end is used as jack 80 supporting on basis to be erect be configured in four places on the bottom surface, with horizontal member 4, diagonal brace 5 and horizon bar 6 adjacent vertical post 1 is interconnected and to be assembled into the strip framework, when making to each vertical post 1 top spreading, assemble the pillar A that becomes to have desired height with horizontal member 4, diagonal brace 5 and horizon bar 6, only the pillar A with requirement carries out planar configuration.

When freely indulging post 7 and be connected on vertical post 1 upper end of topmost of each pillar A, carry out the adjacent connection of freely indulging post 7 with aspectant beam lower frame 8.In addition, be fit to the support conditions of template die type frame 22, free beam lower frame 19 is erected between the face-to-face beam lower frame 8.

In addition, between adjacent struts A, carry out freely indulging connection between the post 7 with stretching end carriage lower frame 71, and then, carry out connecting between the adjacent vertical post 1 with telescopic horizontal member 82.In view of the above, can guarantee between pillar A, to form in the channel space, can be by in pillar A and in the channel space, setting up scaffold floor fabrication process scaffold.

Be fit to above-mentioned model frame support conditions, supporting member 20 be installed on the desired location of each upper end of freely indulging post 7 and beam lower frame 8 and free beam lower frame 19, with each supporting member 20 and by crossbeam 21 and strength bar 22a base plate model frame 22 or beam model frame.In the time of the operating and setting model frame support height of each supporting member 20 usefulness jack 28, will unload power device 29 in advance and be set in propradation.

In addition, as shown in Figure 2, at vertical post each pillar A and the wall correspondence 1 with freely indulge on the post 7, on the jack 60 that utilizes flange 3 to install, by crossbeam 21 and strength bar 67 assembly wall model frames 64, the end of the upper end of wall model frame 64 and template die type frame 22 is coupled together with haunch model frame 65.

When behind this state arrangement reinforcing bar, pour concrete into to haunch model frame 65 and template die type frame 22 continuously successively from wall model frame 64, can construct concrete structure or tunnel that wall portion, haunch portion and top board are fused.

Because the installation site of the supporting member 20 of above-mentioned relatively beam lower frame 8 and free beam lower frame 19 freely is selected,, can handle the variation of on-the-spot various conditions easily so can make the variation of configuration condition of the supporting correspondence loading conditioned disjunction beam of template die type frame 22 simply.

In addition,, is connected with diagonal brace 5, makes it make progress successively spreading again and constitute, thereby its loading bearing strength is good with horizontal member 4 because pillar A is by at least 4 vertical posts 1.

To the demoulding of each the model frame after the concrete setting, be to make pillar A be in the plate loading bearing state of tensioning, jack 60 is shunk, wall model frame 64 is pulled outwardly along method makes wall model frame 64 disengaging walls.At this moment, the one end is also pulled out from the haunch wall with the haunch model frame 65 that the upper end of wall model frame 64 links to each other.Like this, when carrying out the peeling off of wall model frame 64, carry out reaction supporting by pillar A.

In addition, the demoulding of template die type frame 22 is when making jack 28 step-down operations of each supporting member 20, if will unload power device 29 is set in the decline state, template die type frame 22 just descends, and haunch portion model frame 65 upper ends one side is also broken away from from haunch portion.

At the state that makes upper and lower loading releasing supporting, can with carry out pillar A when assembling opposite order and make it to disintegrate, yet make to adjacent job site at assembled state and to move occasion, can castor be installed in the lower end of the vertical post 1 of pillar A foot, jack base 80 is risen, make this castor kiss the earth, by with electric hoist etc., utilize flange 3 to lift on four jiaos the vertical post, make to have mobility.

In sum, according to the present invention, because by be connected vertical post more than four with diagonal brace with horizontal member, make vertical post spreading and be assembled into pillar successively, the beam lower frame is fixed on the vertical intercolumniation in this pillar upper end, the supporting member that can regulate support height is installed on this beam lower frame, pass through big beam support supported part with this supporting member, thereby the rigidity height of pillar, the loading supporting force is strong, simultaneously, by selecting the installation site of supporting member, the supporting that can adapt to loading such as template die type frame or truss or support conditions is selected, thereby can form loading supports the standardized while, also can adapt to the variation of on-the-spot loading support conditions easily.

And then, owing to can construct support as base with pillar, make being standardized into of support Design be possible, and, can can realize wall portion and top board are built into incorporate concrete structure with pillar supporting template die type frame and wall model frame and haunch model frame.

Claims

1. mounting system, it is characterized in that, the cubic configuration of described mounting system system is by the vertical post of the adjusting of jack base supporting, use vertical post in the middle of the requirement, the vertical square from bottom to top successively spreading of post of vertical post in top and topmost and the vertical post that forms, respectively at the vertical post of described adjusting, middle with on the vertical post of vertical post and top flange being set, the usage level member, interconnect by the sustained height position that is in of flange described vertical post, end on the diagonal position of the horizontal member about the use support and connection are positioned at, form column by this, with this column as base, dispose a plurality of pillars in planar alignment, the usage level member, interconnect by the vertical post as pillar of flange described adjacency, intercolumniation in adjacency forms planar gate trellis channel space, is set up in the scaffold between horizontal member and the jacking equipment of relative described scaffold in described channel space setting.

2. the described mounting system of claim 1 is used for the purposes that Jiang Bi and plate form whole concrete structure body, it is characterized in that, wall by retractable is installed in wall model frame on the vertical post sidepiece that constitutes described pillar with jack and crossbeam, connects above-mentioned wall model frame end and with the end of the template die type frame of described supporting members support with telescopic haunch adjusting strength bar.

3. the purposes of mounting system according to claim 2 is characterized in that, after Jiang Bi and plate form whole concrete structure body, when pillar is in the plate bearing state wall is shunk with jack, makes wall model frame break away from wall.