CN105888236A - Frame formwork system - Google Patents

Abstract

The invention relates to a frame formwork system which comprises a formwork support system, a supporting system, a corner reinforcement structure and a connecting section. The formwork support system comprises a laid floor slab form and side wall forms erected below the floor slab form; the supporting system comprises a supporting structure supported between the floor slab form and the supporting surface and a braced structure supported between the side wall formworks opposite to each other; and the corner reinforcement structure is formed in the corners of the floor slab form and the side wall formworks and comprises a connecting section, an adapter plate, an S-shaped adapter piece and a frame board. According to the invention, the structural strength at the corner of the formwork system is improved by virtue of the corner reinforcement structure, the firmness and reliability of the formwork system are improved, and the problems that pulp leakage is easily caused and damage to the frame of the frame formwork is caused in the existing connecting scheme between the frame formwork and the frameless formwork and the like are solved.

Description

Frame template system

Technical field

The present invention relates to the realm of building construction, refer in particular to a kind of frame template system.

Background technology

Template is a large amount of important tool used in construction.China's traditional handicraft uses plywood to do template, and flitch is decided, secondary beam, and low bearing capacity is fragile, and lumber consumption is big, and operating efficiency is low, and artificial consuming is many, it is impossible to early tear open, and security incident takes place frequently, and is increasingly denounced by industry.

Owing to conventional template exists above-mentioned various problem, frame template adopted ratio in work progress is increasing.As it is shown in figure 1, use metal material such as aluminium alloy to be frame 10a, the panel 11a such as plywood or wood-plastic board is inlayed in inside, forms aluminum frame template 1a, i.e. all around sets an aluminum alloy frame at traditional plank sheathing.Latch 2a or fixture is used to be in clamping connection as in figure 2 it is shown, general between aluminum frame template 1a and aluminum frame template 1a.Owing to aluminum frame template 1a cost is high, in work progress, aluminum frame template 1a often mixes with traditional plank sheathing and uses.In work progress, frame template and traditional template can often join in positions such as wall column, corner or beam columns, in existing arrangement and method for construction direct by traditional Template nail on the frame of frame template, and this frame opposite side frame template causes damage；Or in traditional template, wear bolt hole so that being connected with, but wear bolt hole in template and easily cause spillage when casting concrete.It addition, it is more weak to connect, in frame template, the corner portion structural strength formed, frame formwork structure can be made the most firm.

Summary of the invention

It is an object of the invention to overcome the defect of prior art, a kind of frame template system is provided, solves in prior art that the existing connection scheme between frame template and conventional template easily causes spillage, the frame of opposite side frame template causes the weak problem such as the most firm of the corner structure intensity of damage and frame template.

The technical scheme realizing above-mentioned purpose is:

The invention provides a kind of frame template system, including:

Formwork erection system, including lay slab form and be erected on the side wall template under described slab form；

Support system, including being located at the supporting construction between described slab form and supporting surface and being located at the inclined support structure between the described side wall template being oppositely arranged；

It is located at the corner ruggedized construction of the corner of slab form and side wall template, including connecting section bar, keyset, S type adaptor and lateral frame board；And

Described connection section bar includes that the first connecting plate and the second connecting plate, the end of described first connecting plate are formed with the first connection end, and the end of described second connecting plate is formed with the second connection end；

Described keyset is located at the first connection end；

Described S type adaptor is connected to described keyset, described S type adaptor is provided with the first groove and the second groove that notch deviates from mutually, the notch support of described first groove connects described slab form, the sidewall of described second groove is connected to described keyset, the setting concordant with described slab form with the bottom land of described second groove of described first connecting plate；

Described lateral frame board is located at described second and is connected end, and is connected with described side wall template, described second connecting plate and the described concordant setting of side wall template.

Slab form and the side wall template of the present invention can use frame template, and when installing slab form and side wall connection part of templates, slab form and side wall template are frameless form and frame template, by support system, the template system installed are played support action.It is located at slab form and the corner of side wall template by connecting section bar, increases the structural strength of template system corner portion, improve fastness and the reliability of template system.By the first groove support slab form of S type adaptor, it is to avoid wear bolt hole on slab form and cause spillage；And the lateral frame board being located at the second connection end connecting section bar is connected to side wall template, due to pin hole existing on the frame of side wall template, the pin hole of correspondence can be set on lateral frame board, and then connect lateral frame board and side wall Form board frame by latch, avoid the damage that nail causes for frame, solve the existing connection scheme between frame template and frameless form and easily cause the frame of spillage and opposite side frame template and cause the problems such as damage.

Further improvement is that of frame template system of the present invention, described slab form and described side wall template are frame template, fastening is connected by frame connecting pieces between described frame template, described frame connecting pieces includes the pin being inserted on the splicing frame of adjacent edge frame template and the inserted sheet being inserted in described pin, described pin is provided with the jack plugged for described inserted sheet, there is the first abutment face for pushing against completely with described splicing frame and for the second abutment face pushed against completely with described jack on described inserted sheet, described first abutment face is oppositely arranged with described second abutment face.

Further improvement is that of frame template system of the present invention, described inserted sheet include Plug Division and be located at both sides, described Plug Division hold the portion of hitting, described Plug Division is inserted in described jack, described in hold the width in the portion of hitting and be outwards gradually reduced from described Plug Division and be formed to hold in the described outboard end holding the portion of hitting and hit end.

Further improvement is that of frame template system of the present invention, described jack is axially arranged along described pin, described jack includes the adjustable space being positioned at described splicing frame and is positioned at the fastening space outside described splicing frame, described adjustable space is interconnected with described fastening space, and described inserted sheet is inserted in described fastening space.

Further improvement is that of frame template system of the present invention, described supporting construction includes propping up is located at the support post between described slab form and described supporting surface, described support post is adjustable structure, described support post includes erecting being fixed under described supporting surface shores pipe, be inserted in described under shore in pipe on shore pipe and being sheathed on described and shore that pipe is upper and self height-adjustable micro-adjusting mechanism, shore upper spaced apart being provided with of pipe on described and position hole, the connecting hole corresponding with hole, described location is offered on described micro-adjusting mechanism, shore pipe by wearing the latch of hole, described location and described connecting hole and be connected fixing on described, described micro-adjusting mechanism be positioned over described under shore the top of pipe.

Further improvement is that of frame template system of the present invention, described micro-adjusting mechanism includes the first screw adjustments and the second screw adjustments mutually screwed togather, described first screw adjustments be placed in described under shore the top of pipe, described second screw adjustments is offered described connecting hole and shores pipe by described latch and be connected on described.

Further improvement is that of frame template system of the present invention, described supporting construction includes propping up is located at the support post between described slab form and described supporting surface, described support post includes the first support column and is telescopically connected to second support column at described first support column top, the top of described second support column be provided with for described slab form remove before support bottom described slab form and described slab form dismounting after support in the supporting member of floor slab bottoms, described supporting member is supporting plate body, and the outer of described supporting plate body is provided with downward-sloping inclined plane.

Further improvement is that of frame template system of the present invention, described supporting construction include being erected on described supporting surface leg, can the support post of up-down adjustment and be located at the bracing frame of described supporting surface along described leg, slab form described in the top braces of described support post, support frame as described above is sheathed on support post, wears support frame as described above and against the top bracing member realization of described support post and being fastenedly connected of described support post by screwing togather.

Further improvement is that of frame template system of the present invention, described supporting construction also includes length-adjustable level connection joint rod member, described level connection joint rod member includes branch sleeve, the first screw rod and the second screw rod, described branch sleeve has the first relative end and the second end, one end of described first screw rod is screwed together with the first end of described branch sleeve, the other end is provided with rotating connector, one end of described second screw rod is screwed together with the second end of described branch sleeve, and the other end is provided with rotating connector；

The end that described first screw rod is connected with described connector with described second screw rod is provided with a circle groove and connects the grafting passage of described groove and end face, the top of described connector is provided with described first screw rod of socket and the sleeve joint hole of described second screw rod, the inwall of described sleeve joint hole is provided with adaptive described groove and the projection of described grafting passage, is placed in described groove by described projection that described connector is rotating to be located on described first screw rod and described second screw rod to realize.

Further improvement is that of frame template system of the present invention, described inclined support structure includes gripper shoe and hound, described gripper shoe frictionally secures with described supporting surface, described gripper shoe has first sidepiece corresponding with described side wall template and the second sidepiece, described hound is articulated with described gripper shoe the first sidepiece and the second sidepiece, and oblique of described hound is located between described gripper shoe and the described side wall template of correspondence.

Accompanying drawing explanation

Fig. 1 is the schematic diagram of aluminum frame template in prior art.

Fig. 2 is the connection diagram in prior art between aluminum frame template.

Fig. 3 is the schematic diagram of the corner ruggedized construction of frame template system of the present invention.

Fig. 4 is formwork erection system and the structural representation of support system in frame template system of the present invention.

Fig. 5 is the top view saving slab form and support system in frame template system of the present invention.

Fig. 6 is the mounting structure schematic diagram that the frame connecting pieces in frame template system of the present invention connects frame template.

Fig. 7 is the mounting structure schematic diagram of another angle of the frame connecting pieces in frame template system of the present invention.

Fig. 8 is the planar structure schematic diagram of the first embodiment of the inserted sheet in the frame connecting pieces in frame template system of the present invention.

Fig. 9 is the planar structure schematic diagram of the second embodiment of the inserted sheet in the frame connecting pieces in frame template system of the present invention.

Figure 10 is the side structure schematic diagram of inserted sheet in the frame connecting pieces in frame template system of the present invention.

Figure 11 is the structural representation of the first embodiment of the supporting construction in frame template system of the present invention.

Figure 12 be supporting construction the first embodiment in the structural representation of support post.

Figure 13 is the decomposition texture schematic diagram of Figure 12.

Figure 14 is that in frame template system of the present invention, in the first embodiment of supporting construction, support post regulates the structural representation of height.

Figure 15 is the structural representation of the second embodiment of the supporting construction in frame template system of the present invention.

The structural representation that in the second embodiment of Figure 16 supporting construction, support post is connected with leg.

Figure 17 is the decomposition texture schematic diagram of Figure 16.

Figure 18 to Figure 20 is the use view of the third embodiment of supporting construction in frame template system of the present invention.

Figure 21 is the node enlarged diagram of Figure 18.

Figure 22 is the distribution schematic diagram of the third embodiment of supporting construction.

Figure 23 is the structural representation of a better embodiment of the support member in the third embodiment of supporting construction of the present invention.

Figure 24 is the top surface structure schematic diagram of Figure 23.

Figure 25 is the structural representation of the another better embodiment of the support member in the third embodiment of supporting construction of the present invention.

Figure 26 is the top surface structure schematic diagram of Figure 25.

Figure 27 is the structural representation of the 4th kind of embodiment of supporting construction in frame template system of the present invention.

Figure 28 is the schematic cross-section of a better embodiment of level connection joint rod member in Figure 27.

Figure 29 is the schematic cross-section of the another better embodiment of level connection joint rod member in Figure 27.

Figure 30 is the structural representation of the 5th kind of embodiment of supporting construction in frame template system of the present invention.

Figure 31 is the structural representation of the level connection joint rod member in the 5th kind of embodiment of supporting construction.

Figure 32 is the first screw rod and the decomposing schematic representation of connector in Figure 31.

Figure 33 is the end view of the first screw rod in Figure 31.

Detailed description of the invention

The invention will be further described with specific embodiment below in conjunction with the accompanying drawings.

The invention provides a kind of frame template system, include formwork erection system, support system and corner ruggedized construction, formwork erection system mainly includes slab form and side wall template, formation floor is poured by installing slab form, install side wall template and pour formation side wall, support system is used for supporting slab form and side wall template, firm to guarantee installing of slab form and side wall template, the corner that corner ruggedized construction connects for slab form and side wall template, improve the structural strength in corner, to guarantee sound construction.Below in conjunction with the accompanying drawings frame template system of the present invention is illustrated.

As shown in Figure 3 and Figure 4, frame template system of the present invention includes formwork erection system 20, support system 30 and corner ruggedized construction 40, formwork erection system 20 includes the slab form 21 laid and is located at the side wall template 22 under slab form 21, slab form 21 laid after thereon casting concrete just can form floor, side wall template 22 laid after within it casting concrete just can form side wall.Support system 30 includes the supporting construction 31 being located between slab form 21 and supporting surface 11 and is located at the inclined support structure 32 between the side wall template 22 being oppositely arranged, guaranteed that by supporting construction 31 supporting of slab form 21 is stable, guaranteed the perpendicularity of side wall template 22 by inclined support structure 32.Corner ruggedized construction 40 is located at slab form 21 and the corner of side wall template 22, for the position of corner is played the effect of reinforcing.

Slab form 21 and the side wall template 22 of the present invention use frame template, the structure of frame template is as shown in Figure 2, include template and enclose the frame being located at template surrounding, in slab form 21 and the junction of side wall template 22, floor template 21 uses frameless form, and side wall template 22 uses frame template, when frameless form and frame template are on the corner attached, the existence of existing connected mode easily causes spillage, the frame of opposite side frame template causes damage and the weak problem such as the most firm of the corner structure intensity of frame template, for solving the problems referred to above, present invention employs corner ruggedized construction 40.

Corner ruggedized construction 40 includes connecting section bar 41, keyset 42, S type adaptor 43 and lateral frame board 44, connect section bar 41 and include the first connecting plate 411 and the second connecting plate 412, the end of the first connecting plate 411 is formed with the first connection end 413, and the end of the second connecting plate 412 is formed with the second connection end 414；Keyset 42 is located at the first connection end 413；S type adaptor 43 is connected to keyset 42, S type adaptor 43 is provided with the first groove and the second groove that notch deviates from mutually, the notch support of the first groove connects slab form 21, the sidewall of the second groove is connected to keyset 42, the setting concordant with slab form 21 with the bottom land of the second groove of the first connecting plate 411；Lateral frame board 44 is located at the second connection end 414, and is connected with side wall template 22, the concordant setting of template 221 of the second connecting plate 412 and side wall template 22.Corner ruggedized construction 40 improves side wall template and the slab form structural strength in junction, enhances fastness and the reliability of formwork structure.When slab form 21 uses frameless form, this frameless form can be placed directly on the first groove of S type adaptor 43, it is to avoid offers bolt hole on frameless form and the problem that causes spillage.The frame 222 of side wall template 22 is connected by lateral frame board 44, existing pin hole on the frame 222 of this side wall template 22, the pin hole of correspondence so only need to be set on lateral frame board 44, and then connect lateral frame board 44 and frame 222 by latch, it is to avoid the damage that frame 222 is caused by nail.

Each assembly of diagonal section ruggedized construction 40 is described in detail below.As shown in Figure 3, connect section bar 41 and be located at the corner between slab form and side wall template, the the first connection end 413 connecting section bar 41 connects S type adaptor 43 by arranging keyset 42, and then by the second end support slab form 21 of S type adaptor 43, the second connection end 414 connecting section bar 41 connects frame 222 by arranging lateral frame board 44.It is preferred that connecting section bar 41 can be L plate, including the first connecting plate 411 and the second connecting plate 412, the first connecting plate 411 is perpendicular to the second connecting plate 412, and an end in the first connecting plate 411 is connected to an end in the second connecting plate 412.In order to strengthen the bonding strength of described L plate, between the first connecting plate 411 and the second connecting plate 412, it is provided with deep floor 46.Keyset 42 is located on the end face of the first connecting plate 411, and keyset 42 and frame 222 can be the structures using the materials such as aluminum frame, steel framework.S type adaptor 43 is provided with notch towards slab form 21 with the first groove of support slab form 21 and the second groove of notch slab form 21 dorsad, and the sidewall of the second groove is connected to keyset 42.The sidewall of the second groove is provided with the second corresponding pin hole with keyset 42, wears, by the second latch, the second pin hole that the sidewall of the second groove is corresponding with on keyset 42 successively so that S type adaptor 43 is fixed on keyset 42.Closer, the notch support of the first groove connects slab form 21, height between notch place plane and the base plate place plane of the second groove of the first groove is equal to the thickness of slab form 21, and then when slab form 21 is placed on described first groove of S type adaptor 43, slab form 21 and the first connecting plate 411 upper surface flush, slab form 21 setting the most concordant with the bottom land of the second groove.So that the described first groove more firmly support slab form 21 of S type adaptor 43, being filled with, in described first groove of S type adaptor 43, the contiguous block 45 being close to bottom slab form 21, contiguous block 45 can be flitch.Owing to increasing the contact area bottom S type adaptor 43 and slab form 21, and then increase the frictional force between S type adaptor 43 and slab form 21 so that slab form 21 is difficult to skid off S type adaptor 43.Further, in order to prevent flitch from skidding off from side, it is provided with the first fastening connection piece between sidewall and the flitch of described first groove of S type adaptor 43, first fastening connection piece can be the first self-tapping screw, by the first self-tapping screw is squeezed into the sidewall of described first groove from a right left side and is inserted flitch so that flitch is fastenedly connected in S type adaptor 43.In order to prevent slab form 21 from skidding off from side, the second fastening connection piece it is provided with between slab form 21 and flitch, second fastening connection piece can be the second self-tapping screw, by the second self-tapping screw being squeezed into slab form 21 from top to down and inserting flitch so that flitch is fastenedly connected in slab form 21.Lateral frame board 44 is located on the end face of the second connecting plate 412.Lateral frame board 44 and frame 222 can be the structures using the materials such as aluminum frame, steel framework.Connection between lateral frame board 44 and frame 222 can connect in the following manner: one, by clamp lateral frame board 44 and frame 222；Two, owing to being to be connected by latch between existing part frame template and frame template, therefore there is pin hole on frame 222, and then on lateral frame board 44, it being provided with the first corresponding pin hole, the first pin hole worn successively on lateral frame board 44 and frame 222 by latch realizes the connection between lateral frame board 44 and frame 222.It is preferred that after frame 222 is connected on lateral frame board 44, the template 221 of side wall template 22 is concordant with the second connecting plate 412.It is located at slab form and the corner of side wall template by connecting section bar, increases the structural strength at die plate corners, improve fastness and the reliability of template.By the first groove support slab form of S type adaptor, it is to avoid wear bolt hole on slab form and cause spillage；And the lateral frame board being located at the second connection end connecting section bar is connected to frame, due to pin hole existing on frame, the pin hole of correspondence can be set on lateral frame board, and then connect lateral frame board and frame by latch, avoid the damage that nail causes for frame, solve the existing connection scheme between frame template and conventional template and easily cause the frame of spillage and opposite side frame template and cause the problems such as damage.

As shown in Figure 6, slab form and side wall template use frame template, connect fastening by frame connecting pieces 23 between frame template.Prior art connects frame template and uses wedge shaped pin sheet, there is gap, during concreting is vibrated after pin sheet wedging and between jack, it may occur that loosen and cause pin sheet to come off.The present invention is by improving the structure of frame connecting pieces 23 so that assembled between frame template connect the most convenient and swift, but also be difficult to loosen.

As shown in Figure 6 and Figure 7, frame connecting pieces 23 is mainly made up of pin 231 and the inserted sheet 232 that is inserted on pin 231, connects the splicing frame of adjacent edge frame template for assembly, and frame template is by panel and is located at the splicing frame of panel surrounding and forms.As a example by the first frame template and the second frame module of mutually splicing, the frame connecting pieces of the splicing frame 24 of the first frame template and splicing frame 25 present invention to be used of the second frame template is attached fastening.Wherein, the splicing frame 24 of the first frame template is corresponding with on the splicing frame 25 of the second frame template offers the installing hole plugged for pin 231.Pin 231 is inserted in the installing hole of correspondence, and the direction that plugs of pin 231 is that the splicing frame 25 from the second frame template plugs to the splicing frame 24 of the first frame template.Inserted sheet 232 is inserted on pin 231, for splicing frame 24 and the splicing frame 25 of the second frame template of locking the first frame template.The profile of pin 231 is bullet type cylinder, and the end footpath of the first end 2312 of pin 231 is more than the end footpath of its second end 2313, in order to insert.First end 2312 of pin 231 is also provided with the stem knob 2314 of the splicing frame 24 for being resisted against the first frame template, second end 2313 of pin 231 is through the splicing frame 24 of the first frame template and the splicing frame 25 of the second frame template and stretch out, jack 2311 is offered on pin 231, this jack 2311 can be the axially arranged bar shaped along pin 231 or Long Circle hole, and is arranged in pin 231 side near the second end 2313.Jack 2311 has the regulation space of the splicing frame 25 being positioned at the second frame template further and is positioned at the fastening space in outside of splicing frame 25 of the second frame template, this regulation space is interconnected with this fastening space, collectively form jack 2311, wherein, the length in the fastening space of jack 2311, equal to or slightly less than the width of inserted sheet 232, makes inserted sheet 232 plug and be anchored in the fastening space of jack 2311.

Coordinating shown in Fig. 8 to Figure 10, in the form of sheets, shape adaptation is in the shape of jack 2311, and inserted sheet 232 is inserted in the fastening space of jack 2311 for inserted sheet 232, and inserted sheet 232 has the first abutment face 2321 and the second abutment face 2322 being parallel to each other.First abutment face 2321 of inserted sheet 232 pushes against the sidepiece of the splicing frame 25 in the second frame template the most completely, is blind-mate between the two；Second abutment face 2322 of inserted sheet 232 is resisted against in jack 2311 hole wall of the second end 2313 side near pin 231 in use, is the most also blind-mate.When installing pin 231 and inserted sheet 232, first pin 231 is inserted on the splicing frame 24 of the first frame template and the splicing frame 25 of the second frame template, in the fastening space in the outside that then inserted sheet 232 is inserted the splicing frame 25 being exposed to the second frame template of bar shaped jack 2311, it is blind-mate between the two, by inserted sheet 232 being tapped from the both sides of inserted sheet 232, inserted sheet 232 is knocked in the fastening space of jack 2311, guarantee inserted sheet 232 be fastened on the second frame template splicing frame 25 and jack 2311 near pin 231 the second end 2313 side hole wall between.The frame connecting pieces 23 of the present invention is by being set to have the first abutment face 2321 and the form of the second abutment face 2322 being oppositely arranged by the inserted sheet 232 being inserted on pin 231, replace original wedge pin sheet, and make the first abutment face 2321 of inserted sheet 232 be pushed against completely on the splicing frame closed on, the second abutment face 2322 making inserted sheet 232 is pushed against in the jack 2311 on pin 231 completely, so that inserted sheet 232 and splicing frame, inserted sheet 232 is all combined closely with jack 2311, the most there is not gap, avoid inserted sheet 232 to occur to loosen in the later stage uses, situation about dropping, the splicing frame of adjacent edge frame template is locked firmly, complete the assembled connection of frame template.

As the better embodiment of the present invention, the first abutment face 2321 of inserted sheet 232 is parallel to each other with the second abutment face 2322, and the form being parallel to each other can increase the stability of inserted sheet 232, it is ensured that inserted sheet 232 does not falls out.Further, inserted sheet 232 includes for the Plug Division 2323 that is inserted in jack 2311 and the portion of hitting 2324 of holding being symmetricly set in these both sides, Plug Division 2323, Plug Division 2323 with hold the portion of hitting 2324 and can be formed in one and be made.Wherein, the first abutment face 112 of inserted sheet 232 and the second abutment face 2322 are positioned at the opposite sides of Plug Division 2323.Hold the portion of hitting 2324 while with the first same straight line of abutment face, be resisted against in use the second frame template splicing frame 25 sidepiece；The opposite side holding the portion of hitting 2324 is outside gradually to contract by Plug Division 2323, make the width holding the portion of hitting 2324 outwards be gradually reduced from Plug Division 2323 and be formed to hold in the outboard end holding the portion of hitting 2324 to hit end 2325, it is easy to inserted sheet 232 and knocks in bar shaped jack 2311 from both direction, it is to avoid and situation about cannot tapping too small due to working place, side.Holding and hitting end 2325 can be arc, holds the thickness in the portion of hitting 2324 and hits end 2325 from Plug Division 2323 and be gradually increased to holding, can improve arc hold hit end 2325 hold hit intensity, compensate for owing to arc holds that to hit the width of end 2325 less and cannot meet the situation of percussion intensity.Certainly, in order to strengthen the tightness of inserted sheet 232, it is easy to again the installation of inserted sheet 232 simultaneously, to holding from Plug Division 2323 thickness holding the portion of hitting 2324 of inserted sheet 232 can also be hit end 2325 it is gradually reduced, make the Plug Division 2323 in the middle of inserted sheet 232 thicker, be easy to anticreep, make inserted sheet 232 both sides to hold the portion of hitting 2324 relatively thin, it is simple to install.

Further, deformation adjustment hole 2326 can be offered on Plug Division 2323 in the middle part of inserted sheet 232, by offering this deformation adjustment hole 2326 on Plug Division 2323, Plug Division 2323 can be made to have certain elastic deformation, it is easy between splicing frame 25 and the hole wall of jack 2311 that inserted sheet 232 knocks in the second frame template, avoid cannot inserting the situation of inserted sheet 232 due to dimensional discrepancy, moreover it is possible to meet the later stage due to concrete cast, vibrate compressing inserted sheet 232 and coordinating of pin 231 and the inserted sheet 232 that causes deforms.A deformation adjustment hole 2326 can be offered, as shown in Figure 9 at the middle part of the Plug Division 2323 of inserted sheet 232；Two deformation adjustment hole 2326 ＇ can also be offered, as shown in Figure 8 in the lateral symmetry of the Plug Division 2323 of inserted sheet 232.As long as the position being mutually inserted at inserted sheet 232 and pin 231 arranges deformation adjustment hole, can be achieved with the elastic deformability of inserted sheet 232.

Inserted sheet 232 in the present invention, the first abutment face 2321 being formed at inserted sheet 232 opposite sides and the second abutment face 2322 define a kind of new tab member, overcome the unilateral inconvenience inserting pin jack only of former wedge pin sheet, and leave gap between former wedge pin sheet and pin jack and easily loosen the problem that drops.

As shown in Figure 4 and Figure 5, the inclined support structure in support system 30 32 is located between adjacent two side wall template 22, and side wall template 22 is used for pouring formation side wall 12.This inclined support structure 32 includes gripper shoe 321 and hound 322, gripper shoe 321 is fixed on supporting surface 11 by frictional force, gripper shoe 321 has first sidepiece corresponding with side wall template 22 and the second sidepiece, hound 322 has two, hound 322 is articulated with the first sidepiece and second sidepiece of gripper shoe 321, hound 322 can rotate around the end being articulated with gripper shoe 321 sidepiece, adjusting, by rotating, the position that hound 322 installs, oblique of this hound 322 is located between the side wall template 22 of gripper shoe 321 and correspondence.It is located in side wall template 22 by oblique of hound 322, and hound 322 is fixed on supporting surface 11 by gripper shoe 321, material is thus formed the structure of stable diagonal brace side wall template 22, it is ensured that the stability of strutting system of side wall template 22.

Owing to hound 322 can rotate around the end being articulated with gripper shoe 321, convenient adjustment 322 positions being located in side wall template 22 of hound, and then can conveniently adjust the perpendicularity of side wall template 22, it is ensured that pour the perpendicularity of the side wall 12 of formation.It is rubbing surface that gripper shoe 321 fits in the face on supporting surface 11, realizing gripper shoe 321 by rubbing surface utilizes frictional force to be fixed on the effect of supporting surface 11, this rubbing surface is scraggly matsurface, when fitting with supporting surface 11, can produce frictional force and then hinder moving horizontally of gripper shoe 321.Two hounds 322 are located on the first relative sidepiece and second sidepiece of gripper shoe 321, the lateral pressure of the concrete poured suffered by two hounds 322 can act in gripper shoe 321, and when acting in gripper shoe 321, the lateral pressure that two hounds 21 are transmitted can be cancelled out each other, and then gripper shoe 321 will not be had any impact, it is ensured that stablizing of the supporting construction that gripper shoe 321 and two hounds 322 are formed.Preferably, hound 322 is less than or equal to 90 ° around the rotational angle of the end being articulated with gripper shoe 321 more than or equal to 0 °, due to hound 322 answer skewed horizontal load in side wall template 22, so it is preferred that this hound 322 props up in the angle of inclination of 45 ° is located in side wall template 22.

Being articulated and connected between hound 322 and gripper shoe 321 is accomplished in that the first sidepiece and the second sidepiece in gripper shoe 321 are installed with first sleeve and the second sleeve pipe, stay at regular intervals between first sleeve and the second sleeve pipe, it is provided with the limiting plate convexedly stretched in first sleeve and the second set tube pitch in the end of first sleeve, the end of hound 322 is provided with rotating shaft, this rotating shaft is arranged in first sleeve and the second sleeve pipe, and rotating shaft can rotate in first sleeve and the second sleeve pipe, the part that the end of hound 322 is positioned at rotating shaft at first sleeve and the second set tube pitch is connected fixing, when hound 322 is rotated by rotating shaft drive, the turned position of hound 322 can be limited by limiting plate.This limiting plate is preferably vertical at the top of first sleeve, i.e. limits the slewing area of hound 322 maximum to being perpendicular to gripper shoe 321.Supporting surface 11 can be ground, can be flooring.Can also be equipped with slab form 21 at the top of two relative side wall templates 22, be equipped with supporting construction 31 bottom slab form 21, slab form 21 is used for pouring floor concrete.Use the gripper shoe frictionally secured with supporting surface to support hound, construct simple and convenient, only gripper shoe need to be positioned on supporting surface, and remove the most very convenient.It is respectively provided with hound in gripper shoe both sides, the active force of gripper shoe can be cancelled out each other by two hounds, and fixed by frictional force between gripper shoe and supporting surface, the supporting construction monolithic stability that gripper shoe and two hounds are formed, it is possible to effectively ensure the perpendicularity requirement of side wall template.Easy construction, firm supporting is stable.

As shown in figure 11, below the first embodiment of supporting construction in frame template system of the present invention is illustrated.

Supporting construction 31 includes that a support post 311 being located between slab form 21 and supporting surface 11, support post 311 interval are arranged.Support post 311 is adjustable structure, and this support post 311 can adjust bearing height up and down.Support post 311 shore under including pipe 3111, on shore pipe 3112, fine tuning structure 3113 and latch 3114, shown in Figure 12 and Figure 13, under shore pipe 3111 and erect and be fixed on supporting surface 11, supporting surface 11 can be ground, it is also possible to be flooring.On shore pipe 3112 and be plugged in down and shore in pipe 3111, above shore and spaced apart on pipe 3112 be provided with location hole 3112a, above shore pipe 3112 can under shore pipe 3111 in move up and down, to realize altitude mixture control.Fine tuning structure 3113 is set in be shored on pipe 3112, this fine tuning structure 3113 self can regulate height, offer on fine tuning structure 3113 and position connecting hole 3113c corresponding to hole 3112a on pipe 3112 with above shoring, when shoring pipe 3112 on fixing, the location hole 3112a on the pipe 3112 and connecting hole 3113c on fine tuning structure 3113 alignment is shored on by, then latch 3114 is worn location hole 3112a and connecting hole 3113c, it is achieved fine tuning structure 3113 and above shore the connection of pipe 3112 and fix.This fine tuning structure 3113 is seated in down the top shoring pipe 3111.

Supported by fine tuning structure 3113 and shore pipe 3112, on shore pipe 3112 and realize fixing by hole, the location 3112a on himself, the regulation height shoring pipe 3112 is so made to be limited with the spacing of location hole 3112a, if desired, when the height regulated is less than adjacent two spacing positioning hole 3112a, just cannot realize have adjusted by above shoring moving up and down of pipe 3112.In order to solve this problem, fine tuning structure 3113 is designed as the structure of scalable oneself height, is adapted to the needs of the regulation height less than adjacent two spacing positioning hole 3112a by the altitude mixture control of fine tuning structure 3113.Allow the invention to meet the requirement of degree of regulation.

Fine tuning structure 3113 includes the first screw adjustments 3113a and the second screw adjustments 3113b mutually screwed togather, first screw adjustments 3113a is seated in down the top shoring pipe, offer connecting hole 3113c in second screw adjustments 3113b, the second screw adjustments 3113b by latch 3114 with on shore pipe 3112 be connected fix.Second screw adjustments 3113b is by screwing togather between the first screw adjustments 3113a, realize the regulation of height, by screwing togather operation, so that the bottom of the second screw adjustments 3113b extend into down shores certain distance in pipe 3111, realize highly turning down, can also be by screwing togather operation so that the second screw adjustments 3113b shores pipe 3111 certain distance under protruding, it is achieved highly heighten.The regulation height of this fine tuning structure 3113 is identical with the distance above shoring two location hole 3112a adjacent on pipe 3112, the regulation of fine tuning structure 3113 highly can also be designed as the distance more than two adjacent location hole 3112a, the requirement to degree of regulation can be met.It is preferred that the first screw adjustments 3113a is nut, the second screw adjustments 3113b is the threaded sleeve suitable with nut.Nut can directly be seated in down the top shoring pipe 3111, the apical support nut of pipe 3111 is shored under by, shore pipe 3112 on because and threaded sleeve all have part to be inserted in down to shore in pipe 3111, thus under shore pipe 3111 and under to shore the supporting construction between pipe 3111 solid and reliable.Shore the bottom of pipe 3111 under to be additionally provided with base 3111a, base 3111a and be installed on supporting surface 11.On shore the top braces slab form 21 of pipe 3112, slab form 21 is played a supporting role.

As shown in figure 14, below support post height adjustment is illustrated.In the first embodiment, the altitude mixture control of support post 311 includes two regulation stages, and the first regulation stage, the second regulation stage realized regulation by fine tuning structure 3113 self by above shoring the mobile realization regulation of pipe 3112.Specifically, when needing to heighten the height of supported rod erecting 311, shore on by and carry on pipe 3112, make to shore pipe 3112 along under shore pipe 3111 and move upward, when above shore pipe 3112 protrude out down shore the part of pipe 3111 meet highly desirable time, the location hole 3112a shored on by pipe 3112 aligns with the connecting hole 3113c on fine tuning structure 3113, wears latch 3114 and fixed and i.e. completed for the first regulation stage in connecting hole 3113c and location hole 3112a.When the height of vertical rod assembly is turned down by the first regulation stage if necessary, extract latch 3114, the connection between pipe 3112 and fine tuning structure 3113 is shored in releasing, shore pipe on by press for 3112 times, make to shore pipe 3112 to extend into down and shore in pipe 3111, when above shore pipe 3112 convexedly stretch in down shore the part of pipe 3111 meet highly desirable time, the location hole 3112a shored on by pipe 3112 aligns with the connecting hole 3113c on fine tuning structure 3113, wears latch 3114 and fixed in connecting hole 3113c and location hole 3112a.The spacing more than range of accommodation in the first regulation stage shoring the location hole 3112a offered on pipe 3112 is limited, its height that can regulate is the integral multiple of the spacing of location hole 3112a, when needing the height regulated in the spacing positioning hole 3112a, it is necessary to realized by the second regulation stage.After completing the altitude mixture control in the first regulation stage, latch 3114 by shore that the second screw adjustments 3113b of pipe 3112 and fine tuning structure 3113 is fixing to be connected, second screw adjustments 3113b and the first screw adjustments 3113a are connected for screwing togather, when regulation, by limiting the rotation of the second screw adjustments 3113b, then coordinate and rotate the first screw adjustments 3113a, the moving upward and moving downward in vertical direction of the second screw adjustments 3113b can be realized, rotate the first screw adjustments 3113a regulate the second screw adjustments 3113b move upward realization highly heighten, shore pipe 3112 in second screw adjustments 3113b drive to move upward and make to shore pipe 3112 and shore the frame template in portion.Rotate the first screw adjustments 3113a to regulate the second screw adjustments 3113b and move downward realization and highly turn down, the second screw adjustments 3113b drive is shored pipe 3112 and moves downward to reach the height of needs.Owing to the range of accommodation of fine tuning structure 3113 is 0 to adjacent two distances positioned between the 3112a of hole, the regulation requirement that regulation height is less than the spacing of location hole 3112a can be met.

As shown in figure 15, below the second embodiment of supporting construction in frame template system of the present invention is illustrated.

In the second embodiment, supporting construction 31 is located between slab form 21 and supporting surface 11, this supporting construction 31 include being erected on supporting surface 11 leg 313, can the support post 311 of up-down adjustment and be located at the bracing frame 314 of supporting surface 11 along leg 313.This leg 313 erects and is fixed on supporting surface 11, support post 311 can up-down adjustment along leg 313, to adjust bearing height, the top braces slab form 21 of this support post 311, bracing frame 314 is located on supporting surface 11, bracing frame 314 is set on support post 311, wears bracing frame 314 and against the top bracing member realization of support post 311 and being fastenedly connected of support post 311 by screwing togather.By arranging a bracing frame 314 being located on supporting surface 11, increase structural strength and the steadiness of support post 311, to meet the requirement of the support strength of slab form.It is designed as support post 311 to move up and down to regulate height along leg 313, the adjusting position making support post 311 is positioned at the bottom of supporting construction, this adjusting position is near supporting surface 11, operator can be facilitated to be adjusted operation, it is to avoid adjusting position is positioned at the regulation inconvenience of eminence and needs by the isostructural phenomenon of step ladder.This supporting construction has easy to adjust, the advantage that structural stability is good.Leg 313 includes base 3131 and support bar 3132, and base 3131 is fixedly connected on supporting surface 11, and supporting surface 11 can be ground, it is also possible to be flooring.Support bar 3132 erects on base 3131, and support bar 3132 is the basis that support post 311 provides regulation.Regulative mode between support post 311 and support bar 3132, can be any one in existing regulative mode, both can make the regulative mode of screw thread, i.e. be provided with, on regulation stock 21 and leg 313, the screw thread matched, by screwing togather the regulation realizing height.The mode of sheathed connection can also be made, as shown in figure 16, in the structure shown in Figure 16, support post 311 is through bracing frame 314 and is set on support bar 3132, support post 311 can move up and down along leg 313, is fixed by bracing frame 314 when fixing.The support bar 3132 of leg 313 can be short steel pipes, and length is less than one meter, and support post 311 is long steel pipe, and length can select according to the needs of bearing height.

As shown in Figure 16 and Figure 17, bracing frame 314 includes sleeve pipe 3141, hound 3142 and top bracing member 3143, sleeve pipe 3141 is set on support post 311, hound 3142 is connected with sleeve pipe 3141, and hound 3142 is multiple, sleeve pipe 3141, on supporting surface 11, is installed fixing by hound 3142 by hound 3142 skewed horizontal load, sleeve pipe 3141 has again certain restriction effect to support post 311, it is therefore prevented that toppling of support post 311.Further, top bracing member 3143 screws togather and wears sleeve pipe 3141, and top bracing member 3143 wears the end of sleeve pipe 3141 against support post 311, fastens support post 311 by leaning of top bracing member 3143, support post 311 is also acted fixing effect.The sleeve pipe 3141 of bracing frame 314 is set on support post 311 top end of corresponding support bar 211, and support bar 211 and the firm of support post 311 are all played certain reinforcement effect.Sleeve pipe 3141 offers the screw of multiple connection top bracing member 3143, multiple top bracing member 3143 is set, the stability of support post 311 can be strengthened.This top bracing member 3143 preferably flat foot bolt.Being set on leg by support post, be provided close to by adjusting position at supporting surface, convenient regulation operation, the regulation for supporting construction brings facility.For guaranteeing the stability of support post, sheathed bracing frame on support post, improves the steadiness of support post by bracing frame.

As shown in figure 18, below the third embodiment of supporting construction 31 is illustrated.

In the third embodiment, supporting construction 31 includes a support post 311 being located between slab form 21 and supporting surface 11, support post 311 interval is arranged, support post 311 includes the first support column 315 and the second support column 316, second support column 316 is telescopically connected to the first support column 315 top, and the top of the second support column 316 is provided with support support supporting member 3162 bottom floor 13 bottom slab form 21 and after slab form is removed before removing at slab form.The floor parts of form removal, for removing front support template at slab form, is played a supporting role so that template can early be torn open after form removable by support post, it is possible to preferably prevent that floor is unsettled to drop.

Supporting member 3162 is supporting plate body, and the outer of this supporting plate body is provided with downward-sloping inclined plane 3163.Second support column 316 includes the regulation vertical rod 3161 being telescopically connected to the first support column 315 top and is located at the supporting member 3162 at regulation vertical rod 3161 top.nullThe regulation vertical rod 3161 of the second support column 316 is inserted in the top of the first support column 315，Supporting plate body is located at the top of regulation vertical rod 3161，The top of the first support column 315 offers pin hole，Pin hole is inserted with fastening screw 317，This fastening screw 317 can be L-type latch，The hole 3164, many groups of location plugging connection for fastening screw 317 is offered in regulation vertical rod 3161，Hole 3164, many group location is arranged along the short transverse of regulation vertical rod 3161，In use，First regulation vertical rod 3161 is adjusted to design height，The support jacking making regulation vertical rod 3161 top holds out against the floor slab bottoms at early stripping formwork system or early-dismantling，And make the hole 3164, one group of location in regulation vertical rod 3161 be directed at the pin hole at the first support column 315 top，Then fastening screw 317 is plugged in pin hole and hole 3164, location，Fix regulation vertical rod 3161 and the first support column 315，Complete the altitude mixture control to regulation vertical rod 3161.Further, between the bottom of supporting plate body and regulation vertical rod 3161, it is provided with ribs 3165, plays a supporting role, strengthen bulk strength and the stability of the second support column 316.

Coordinating shown in Figure 18 to Figure 22, supporting plate body is rectangular panel body, in use, the support means of the present invention is laid in the corner positions of the slab form 21 early torn open.According to the support needs of whole template system, calculate the optimal installation position of support means and lay quantity.Whole template system is made up of polylith slab form 21 splicing, the most every two blocks of slab forms 21 arrange a support post, longitudinally every block of slab form 21 arranges a support post, and support post is arranged at the corner positions of slab form 21, the corner positions not installing support post at every block of slab form 21 installs traditional upright supports 311a, firmly supports to ensure every block of slab form 21 to be stablized before dismounting.Slab form 21 is rectangular, shown in Figure 23 and Figure 24, the supporting plate body of the support post in the present embodiment is rectangular panel body, when mounted, by the most identical with slab form 21 right angle for a right angle of supporting plate body, make the corresponding support of inclined plane 3163 on the external edge of support plate in the bottom sides edge of the to be removed slab form 21 adjacent with slab form；Then, template 21 to be removed being turned over downwards along inclined plane 3163 and remove, upright supports 311a of template to be removed 21 4 jiaos is all removed in the lump with template 21 to be removed, and now supporting plate body still support is in the bottom of the template 21 do not dismantled；Then, take out the fastening screw 317 between the regulation vertical rod 3161 of the first support column 315 and the second support column 316, regulation vertical rod 3161 is regulated downwards a segment distance, it is seated fastening screw 317 the most again, now the supporting plate body at the second support column 316 top leaves template 21 1 segment distance, now can carry out the dismounting of template 21 at this, in addition to the support post of the present embodiment, upright supports 311a of the other three corner positions of this template 21 is removed in the lump with template 21, the support post in the present embodiment is only stayed to prop up at the distance below of the floor 13 being located at early-dismantling；After this template 21 is removed, again take out the fastening screw 317 between the regulation vertical rod 3161 of the first support column 315 and the second support column 316, regulation vertical rod 3161 is adjusted up, the supporting plate body making the second support column 316 top is close to the bottom of the floor 13 of early-dismantling, it is seated fastening screw 317 the most again to position, it is achieved second support column 316 support to the floor slab bottoms of early-dismantling.Further, one layer of elastic insert can be set at the upper surface of supporting plate body, the bottom surface of the floor of early-dismantling be played a protective role, prevents the soffit at early-dismantling from leaving cut.

In conjunction with shown in Figure 25 and Figure 26, in this embodiment, the supporting member 3162 of the second support column 316 is right angled triangle plate body, and the regulation vertical rod 3161 of the second support column 316 regulates height by fastening screw 317 with coordinating of hole 3164, location.In use, equally support post is laid in the corner positions of early stripping formwork system.Early stripping formwork system is rectangular, when mounted, the right angle of right angled triangle plate body is the most identical with early stripping formwork system right angle, makes the corresponding support of inclined plane 3163 on the external edge of support plate in the bottom sides edge of adjacent early stripping formwork system.The supporting construction floor by arranging the second support column at the top of the support post for supporting early stripping formwork system, after the supporting member support shuttering at the second support column top after early stripping formwork system is removed, can be utilized early to tear open, it is to avoid floor is unsettled to cave in.Second support column is telescopically connected to the top of the first support column by regulation vertical rod, by regulation latch between the two and hole, location, reach to adjust the effect of the height of regulation vertical rod, and then reach to adjust the effect of the height of the second support column, make the supporting plate body at the second support column top hold out against the floor slab bottoms after early tearing open.By the surface configuration elastic insert of the Supporting plate at the second support column top, the effect of the floor slab bottoms after protection is early torn open can be played, make soffit not stay cut.

As shown in figure 27, below the 4th kind of embodiment of supporting construction is illustrated.In the 4th kind of embodiment, supporting construction 31 also includes level connection joint rod member 312, level connection joint rod member 312 is located between two adjacent support posts 311, support post 311 at this can be the first embodiment above-mentioned to the structure of the support post in the third embodiment, specifically can be found in the statement of above-described embodiment, do not repeat them here.Level connection joint rod member 312 is provided with the incisal plane fitted with supporting surface 11.Supporting surface 11 can be ground, it is also possible to be flooring.So, the height of the support post 311 in the supporting construction of slab form will not be too high, generally story height, and support post 311 selects support strength to meet the steel pipe of requirement, the steel pipe of the full hall scaffold that the diameter of steel pipe is more general is thick, and the intensity of support post 311 is bigger.Take into account support strength and convenient current requirement, interval between support post 311 needs to be adjusted also according to practice of construction, interval between two adjacent support posts 311 can be arranged farther out, it is located at the level connection joint rod member 312 between adjacent two support post 311, it is ensured that the stability of support post 311 by.Level connection joint rod member 312 is provided with the incisal plane fitted with supporting surface 11, constraint can be provided by supporting surface 11 for level connection joint rod member 312, prevent level connection joint rod member 312 from bending, it is ensured that stability of strutting system, the current of personnel and travelling bogie can also be facilitated, facilitate the transport of construction material.

As shown in figure 28, it is shown that a kind of embodiment of level connection joint rod member, the cross section of level connection joint rod member 312 is triangular in shape, and the angle that level connection joint rod member 312 is formed can be right angle, it is also possible to be obtuse angle.As shown in figure 29, it is shown that another embodiment of level connection joint rod member, the cross section semicircular in shape of level connection joint rod member 312, this level connection joint rod member 312 can be semicircular steel pipe.

Support between level connection joint rod member 312 with support post 311 is connected, can realize in the following way, the connecting portion of hook solid is formed in the end of level connection joint rod member 312, on support post 311, corresponding connection parts is provided with buckling groove, connecting portion is hooked and is located in buckling groove, i.e. achieve the connection between level connection joint rod member 312 and support post 311.The connecting portion of this hook solid can be by being fixedly welded on the end of level connection joint rod member 312, and the lateral surface being affixed with support post 311 on the connecting portion of hook solid is plane, when connecting portion hooks and is located in the buckling groove of support post 311, this plane lateral surface against and fit in the outer surface of support post 311.Support post and level connection joint rod member is used to form supporting construction to support slab form, instead of traditional full hall scaffold, the support strength of support post meets the support requirement of slab form, and the level connection joint rod member arranged further increases the stability of support post, this level connection joint rod member is attached at supporting surface, give horizontal connecting rod with constraint by supporting surface, avoid the bending of level connection joint rod member, ensure that the intensity of level connection joint rod member, and level connection joint rod member hinders personnel and the walking of travelling bogie, facilitate the transport of material.

As shown in figure 30, below the 5th kind of embodiment of supporting construction is illustrated.In the 5th kind of embodiment, supporting construction 31 includes the level connection joint rod member 312 of adjustable in length, and this level connection joint rod member 312 is for connecting the support post 311 being positioned at its both sides, by its length scalable to adapt to the support post 311 uncertain situation of spacing.Support post 311 structure in the present embodiment can use the first embodiment of supporting construction to any one structure in the third embodiment, referring specifically to the statement of above-described embodiment, does not repeats them here.

Supporting construction 31 also includes that multiple support post 311, support rail 312a and bridging 318, support post 311 are located between slab form 21 and supporting surface 11, and support post 311 interval is arranged.nullStructural beams 14 is had between the slab form 21 in two rooms，Owing to the support post 311 of structural beams 14 both sides there are certain requirements with the distance of structural beams，And the width of structural beams 14 is the most different，Thus cause the distance randomness between the support post 311 of structural beams 14 both sides bigger，Support post 311 for attachment structure beam 14 both sides，The level connection joint rod member 312 that present invention employs adjustable in length is attached，The telescopically adjustable connecting length of level connection joint rod member 312，This level connection joint rod member 312 is connected to be positioned at the support post 311 of structural beams 14 both sides，So that the supporting construction bottom two templates 21 is linked together，Form overall support system，The telescopically adjustable connecting length of level connection joint rod member 312 is with the spacing of the support post 311 of adapter structure beam 14 both sides.

Bottom at a slab form 21, the spacing of support post 311 is determine, therefore the supporting construction of standard can be used, the support rail 312a i.e. determined by size is connected between adjacent two support posts 311, and support rail 312a arranges twice, it is installed with spacing between twice support rail 312a, arranges in up-down structure.Bridging 318 supports and is connected between twice support rail 312a, and bridging 318 is connected to support rail 312a and the junction of support post 311, increases the structural strength of support system.Wherein support post 311, support rail 312a and bridging 318 define standardized supporting construction, and the size of support post 311, support rail 312a and bridging 318 is fixed, and can repeatedly be recycled, it is adaptable to multiple execution conditions.By arranging level connection joint rod member 312 in the present embodiment so that whole support system can adapt to diverse construction environment, improve the scope of application of support system.

As shown in figure 31, level connection joint rod member 312 includes being positioned at the branch sleeve 3121 at middle part, being screwed together in first screw rod 3122 of branch sleeve 3121 one end and be screwed together in the second screw rod 3123 of branch sleeve 3121 other end, first screw rod 3122 and the second screw rod 3123 realize the regulation of length by screwing togather operation, illustrating as a example by the regulation of the first screw rod 3122, the regulation of the second screw rod 3123 is identical with the regulation of the first screw rod 3122.Rotate the first screw rod 3122 to stretch in branch sleeve 3121 to be passed to screw togather, the length making level connection joint rod member 312 diminishes, rotate the first screw rod 3122 to overhang to branch sleeve 3121 to be passed to screw togather so that the length of level connection joint rod member 312 becomes big.

Shown in Figure 32 and Figure 33, on the first screw rod 3122 and the second screw rod 3123, the end away from branch sleeve 3121 is provided with rotating connector 3124, on support post 311, corresponding connector 3124 is provided with the slot of adaptation, connector 3124 is inserted in slot, it is achieved that level connection joint rod member 312 and the connection of support post 311.It is located at owing to connector 3124 is rotating on first screw rod 3122 and the second screw rod 3123, being affected so connector 3124 is not regulated by the rotation of the first screw rod 3122 and the second screw rod 3123, connector 3124 can realize socket connection in being adjusted to vertical by rotation and be inserted in slot 211.

Being rotatably connected of connector 3124 and the first screw rod 3122 and the second screw rod 3123, realized by following structure, on the first screw rod 3122, end away from branch sleeve 3121 is provided with the grafting passage 3122b of a circle groove 3122a and communication groove 3122a and end face, and this end face is the end face of the end away from branch sleeve 3121.On the second screw rod 3123, end away from branch sleeve 3121 is provided with the grafting passage 3123b of a circle groove 3123a and communication groove 3123a and end face, and this end face is the end face of the end away from branch sleeve 3121.The top of connector 3124 is provided with socket the first screw rod 3122 and the sleeve joint hole 3124a of the second screw rod 3123, sleeve joint hole 3124a inwall is provided with protruding 3124b, this projection 3124b adapts to groove 3122a, 3123a and interface channel 3122b, 3123b, it is placed in groove 3122a by protruding 3124b, realizes connector 3124 in 3123a and rotate on the first screw rod 3122 and the second screw rod 3123.

Shown in Figure 32 and Figure 33, as a example by the first screw rod 3122, the end construction of level connection joint rod member 312 and the structure of connector 3124 are illustrated below.It is provided with a circle groove 3122a in the end of the first screw rod 3122, the first screw rod 3122 is additionally provided with the grafting passage 3122b of communication groove 3122a and end face 3122c, this grafting passage 3122b and provides convenient for installation connecting element 3124.Connector 3124 is wedge structure, connector 3124 preferably latch.The top of connector 3124 is provided with sleeve joint hole 3124a, protruding 3124b it is provided with on sleeve joint hole 3124a inwall, when connector 3124 is arranged on the first screw rod 3122, connector 3124 is enclosed within the first screw rod 3122 by sleeve joint hole 3124a, now want alignment protrusion 3124b and grafting passage 3122b, protruding 3124b is slipped in groove 3122a by grafting passage 3122b, then rotating connector 3124, protruding 3124b is staggered with grafting passage 3122b, connector 3124 is played position-limiting action in groove 3122a by protruding 3124b, connector 3124 is made to be rotatably coupled to the end of the first screw rod 3122.Owing to the structure of the second screw rod 3123 is identical with the first screw rod 3122 structure, not repeating them here, the second screw rod 3123 connects the connection with the first screw rod 3122 with connector 3124 with connector 3124.

Place beyond structural beams installs the supporting construction of standard, the support post of both sides is connected by the level connection joint rod member using telescopically adjustable length at structural beams, changed by the spacing of the regulatory function commensurate structure beam supported on both sides column of level connection joint rod member, the standardization supporting construction of structural beams both sides is connected, guarantee the integrity of support system, improve the steadiness of support system.

Being described in detail the present invention above in association with accompanying drawing embodiment, the present invention can be made many variations example by those skilled in the art according to the above description.Thus, some details in embodiment should not constitute limitation of the invention, the present invention by the scope that defines using appended claims as protection scope of the present invention.

Claims (10)

1. a frame template system, it is characterised in that including:

Formwork erection system, including lay slab form and be erected on the side under described slab form Wall form；

Support system, including propping up the supporting construction being located between described slab form and supporting surface and installing Inclined support structure between the described side wall template being oppositely arranged；

Be located at the corner ruggedized construction of the corner of slab form and side wall template, including connect section bar, Keyset, S type adaptor and lateral frame board；And

Described connection section bar includes the first connecting plate and the second connecting plate, the end of described first connecting plate Portion is formed with the first connection end, and the end of described second connecting plate is formed with the second connection end；

Described keyset is located at the first connection end；

Described S type adaptor is connected to described keyset, and it is opposing that described S type adaptor is provided with notch From the first groove and the second groove, the notch support of described first groove connects described slab form, The sidewall of described second groove is connected to described keyset, described first connecting plate and described second groove Bottom land setting concordant with described slab form；

Described lateral frame board is located at described second and is connected end, and is connected with described side wall template, and described the Two connecting plates and the described concordant setting of side wall template.

2. frame template system as claimed in claim 1, it is characterised in that described slab form It is frame template with described side wall template, between described frame template, connects fastening by frame connecting pieces, Described frame connecting pieces includes the pin being inserted on the splicing frame of adjacent edge frame template and is inserted in Inserted sheet in described pin, described pin is provided with the jack plugged for described inserted sheet, on described inserted sheet There is the first abutment face for pushing against completely with described splicing frame and for pushing against completely with described jack The second abutment face, described first abutment face is oppositely arranged with described second abutment face.

3. frame template system as claimed in claim 2, it is characterised in that described inserted sheet includes Plug Division and be located at the portion of hitting of holding of both sides, described Plug Division, described Plug Division is inserted in described jack, The described width holding the portion of hitting outwards is gradually reduced from described Plug Division and in the described outboard end holding the portion of hitting Portion is formed to hold hits end.

4. frame template system as claimed in claim 2, it is characterised in that described jack is along institute Stating the axially arranged of pin, described jack includes being positioned at the adjustable space of described splicing frame and being positioned at Fastening space outside described splicing frame, described adjustable space is interconnected with described fastening space, institute State inserted sheet to be inserted in described fastening space.

5. frame template system as claimed in claim 1, it is characterised in that described supporting construction Being located at the support post between described slab form and described supporting surface including, described support post is can Adjustment structure, described support post includes erecting being fixed under described supporting surface to be shored pipe, is inserted in Shore under described in pipe on shore pipe and being sheathed on described and shore that pipe is upper and self scalable high The micro-adjusting mechanism of degree, described on shore that pipe is upper the most spaced apart is provided with hole, location, described micro-adjusting mechanism is offered There is the connecting hole corresponding with hole, described location, by wearing hole, described location and the latch of described connecting hole Shore pipe and be connected fixing on described, described micro-adjusting mechanism be positioned over described under shore the top of pipe.

6. frame template system as claimed in claim 5, it is characterised in that described micro-adjusting mechanism Including the first screw adjustments mutually screwed togather and the second screw adjustments, described first screw adjustments Be placed in described under shore the top of pipe, described second screw adjustments offers described connecting hole and leads to Cross described latch to shore pipe and be connected on described.

7. frame template system as claimed in claim 1, it is characterised in that described supporting construction Being located at the support post between described slab form and described supporting surface including, described support post includes First support column and be telescopically connected to second support column at described first support column top, described The top of two support columns is provided with for support before the dismounting of described slab form at the bottom of described slab form Portion support is in the supporting member of floor slab bottoms after described slab form is removed, described supporting member is supporting Plate body, and the outer of described supporting plate body is provided with downward-sloping inclined plane.

8. frame template system as claimed in claim 1, it is characterised in that described supporting construction Including be erected on described supporting surface leg, along described leg can up-down adjustment support post and Prop up the bracing frame being located at described supporting surface, slab form described in the top braces of described support post, institute State bracing frame to be sheathed on support post, wear support frame as described above by screwing togather and stand against described support The top bracing member realization of post and being fastenedly connected of described support post.

9. the frame template system as described in claim 1 or 5, it is characterised in that described support Structure also include length-adjustable level connection joint rod member, described level connection joint rod member include branch sleeve, First screw rod and the second screw rod, described branch sleeve has the first relative end and the second end, described One end of first screw rod is screwed together with the first end of described branch sleeve, and the other end is provided with rotating Connector, one end of described second screw rod is screwed together with the second end of described branch sleeve, the other end It is provided with rotating connector；

The end that described first screw rod and described second screw rod are connected with described connector is provided with a circle Groove and the grafting passage connecting described groove and end face, it is described that the top of described connector is provided with socket First screw rod and the sleeve joint hole of described second screw rod, the inwall of described sleeve joint hole is provided with adaptive described groove With the projection of described grafting passage, it is placed in described groove by described projection to realize described connector Rotating it is located on described first screw rod and described second screw rod.

10. frame template system as claimed in claim 1, it is characterised in that described inclined support structure Including gripper shoe and hound, described gripper shoe frictionally secures with described supporting surface, and described gripper shoe has Having first sidepiece corresponding with described side wall template and the second sidepiece, described hound is articulated with described Fagging the first sidepiece and the second sidepiece, oblique of described hound is located at described gripper shoe and corresponding institute State between side wall template.