CN102433986A - Multifunctional section-variable formwork - Google Patents
Multifunctional section-variable formwork Download PDFInfo
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- CN102433986A CN102433986A CN2011102432561A CN201110243256A CN102433986A CN 102433986 A CN102433986 A CN 102433986A CN 2011102432561 A CN2011102432561 A CN 2011102432561A CN 201110243256 A CN201110243256 A CN 201110243256A CN 102433986 A CN102433986 A CN 102433986A
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Abstract
The invention relates to the technical field of building equipment, and discloses a multifunctional section-variable formwork. The multifunctional section-variable formwork comprises a plurality of side boards and a plurality of clamp plates positioned between the side boards; and a plurality of holes are uniformly arranged at positions corresponding to the plurality of side boards, and the plurality of clamp plates are detachably connected with the side boards through the holes. The multifunctional section-variable formwork can adjust the length of the formwork section by adjusting the positions of the clamp plates on the side boards, and can adjust the width of the formwork section by adjusting the length of the clamp plates, thereby realizing variable adjustment of the section of the formwork; and moreover, the variable adjustment of the height of the section of the formwork is realized by overlapping or splicing the side boards. Simultaneously, the side boards have various shapes, and the formworks can be assembled together in various manners, and also can be detached easily, so that the wide application range and multiple functions of the multifunctional section-variable formwork in the invention are realized.
Description
Technical field
The present invention relates to the building implements technical field, particularly relate to the variable template in a kind of multi-functional cross section.
Background technology
In the technical scheme of available coagulation earth pillar template, can be divided into " mouth " font and two kinds of " well " fonts according to the cross section after the dress mould.
1, use wooden form to be mounted to the column template worker method of " mouth " shaped sections
Traditional worker's method of column template is that four angles of cut all are the right angles synthetic " mouth " shaped sections of four wooden forms.Construction sequence is: 1. make four templates to four faces of post, in order to save sheet material, plank thickness is not enough usually, causes the rigidity of template not enough, so, ribbed.2. synthetic four templates, use the iron nail nail fixed.3. add tie, because the strength of iron nail is not enough.4. add bearing diagonal, prevent that working load from pushing over template.5. form removal, template must be removed, and just can carry out the construction of other operations.The shortcoming of wooden form worker method is: material consumption is big and the engineering time is longer.The reason of material consumption has two: one, cutting; Two, rot.Because the big or small length of post has nothing in common with each other, so in the wooden form use, must cutting.The reason of rotting is the poor water resistance of wooden form.Cutting and poor water resistance are insurmountable problems in the wooden form use.
2, use set shaped steel formwork to be mounted to the column template worker method of " mouth " shaped sections
The cross section length of side of steel concrete square type post commonly used is in 180～1300 scopes, if 20 to be a varying dimensions, (1300-180) ÷ 20 ÷ 2=28 (kind) are arranged then; The model that also has change in length to require, adding up is no less than 30 kinds.Can use the fritter splicing, but the various more time that takies is spliced in construction.Construction sequence is: 1. make lumps of wood location, the height of the lumps of wood plays a part adjustable column mould height.2. synthetic the polylith template, use screw fixings.3. add bearing diagonal, prevent that working load from pushing over template.4. form removal, template must be removed, and just can carry out next process.The shortcoming of set shaped steel formwork is: one, model causes quantity many more, needs expense many; Two, make troubles to construction, carrying, installation and removal that makes template or the like all increased the amount of labour.
3, use set shaped steel formwork to be mounted to the column template worker method of " well " shaped sections
Had after the steel form, the column template in " well " font cross section just occurred, be called: no tie variable cross section steel column mould.(annotate: select from that China Construction Industry Press publishes " the 2nd 120 pages of building operations handbook).Construction sequence is: 1. make lumps of wood location, the height of the lumps of wood plays a part adjustable column mould height.2. use keel and steel card, be spliced into column template to set shaped steel formwork.3. it is fixing etc. to add bearing diagonal.4. form removal.
The shortcoming of no tie variable cross section steel column mould is: the scope that 1. changes is less, between 900～1200mm, 2. splices variously, and 3. function singleness can only be used in column template, 4. need use lumps of wood location and regulate height.5. steel using amount is many.In reality, the financial burden that the superiority that its variable cross-section function is brought is given self steel form is brought is eliminated.
No matter be " mouth " shaped sections or " well " shaped sections in the prior art simultaneously, all can not make template have universality.Because the column section of different buildings varies in size; The column section size of building, same building diverse location is also different; The cross-sectional sizes of the different floors of same post is also different; Column template is different with beam forms; Column template is also different with slab form; Beam forms is also different with slab form; Also have the cross section and the length of beam all to have nothing in common with each other or the like.This has just caused the diversified certainty of specification of set shaped steel formwork.
Though their feature dimension varies in size,, square column, beam and shear wall etc. all have common ground in essence---plane polyhedron.In order to solve the variable cross-section problem of template, must seek the novel construction method that is suitable for these common ground.
Summary of the invention
The technical problem that (one) will solve
The technical problem that the present invention will solve be how to overcome the template cost performance that exists in the prior art low, do not have a defective of general applicability.
(2) technical scheme
In order to solve the problems of the technologies described above, the present invention provides a kind of multi-functional cross section variable template, comprising: polylith side plate and the polylith clamping plate between said side plate; Said polylith side plate evenly is provided with a plurality of holes on the corresponding position, said polylith clamping plate through said hole and said side plate for removably connecting.
Wherein, also be connected with connecting rod between said clamping plate and the said side plate, said connecting rod is fixed on the hole of correspondence position of said side plate, and said clamping plate are fixed on the said connecting rod.
Wherein, said clamping plate are by template cross-sectional length tuning plate, and template breadth of section adjustable plate and the square tube that is positioned at said template breadth of section adjustable plate two ends are formed; Said two square tubes are connected through screw-nut with said template breadth of section adjustable plate; Said template cross-sectional length tuning plate is clipped between the compoboard and said connecting rod of square tube and template breadth of section adjustable plate composition, and said compoboard is connected with said connecting rod through screw-nut with template cross-sectional length tuning plate.
Wherein, inboard its end of attachment screw of said breadth of section adjustable plate flushes with the inner surface of said breadth of section adjustable plate.
Wherein, said side plate is a kind of in " one " font,
type, " L " type or
type.
Wherein, said side plate is connected with the board slot structure, and said board slot structure is used for adjustable slip overlap joint or the splicing of relative position between the side plate.
Wherein, said board slot structure is a kind of in " one " font, " L " type.
Wherein, the side plate through the board slot structure connects also is fixed with infill panel on the inner surface of said side plate in the outer part, and said infill panel is used to make the inner surface of the variable template in said multi-functional cross section to flush; Also be connected with drawknot parts on the hole of the middle part of said side plate at least.
Wherein, two said side plates connect overlap joint through the said aperture connecting rod screw on it, between said two side plates infill panel are installed also.
Wherein, Yi Bian being provided with fillet at least and being arranged at the connecting hole that is positioned on the said fillet of said side plate; The adjacent connection of said two side plates is carried out the screw connection through the connecting hole of fillet.
Wherein, said side plate is processed by iron steel, aluminum steel, alloy steel or plastic-steel, or the framework of being processed by marble, ceramic tile, plank, compressive plate or plastic plate and iron steel, aluminum steel, alloy steel or plastic-steel is combined constitutes.
Wherein, the idle hole that is not used for fixing clamping plate on the said side plate is filled with stopple.
Wherein, the dismounting of said side plate, said clamping plate and said connecting rod is to accomplish through the screw of dismantling said connecting rod.Dismantled the connecting rod on the said side plate, said side plate has just separated with said clamping plate.Connection between said side plate is adjacent connects through screw, has dismantled the connection screw of said side plate, and said side plate is just separated; Said clamping plate adjacent does not connect just not dismounting yet.Said tuning plate is to be sandwiched between said connecting rod and the said clamping plate, and in a single day said clamping plate have been disassembled, and said tuning plate also just breaks away from naturally and connects.The dismounting of said clamping plate is to accomplish through the screw of dismounting square tube the inside.
(3) beneficial effect
In the variable template in multi-functional cross section that technique scheme provided, employing comprises: polylith side plate and the polylith clamping plate between said side plate; Said polylith side plate evenly is provided with a plurality of holes on the corresponding position, said polylith clamping plate through said hole and said side plate for removably connecting.The variable template in the multi-functional cross section of this kind can be through regulating the length that the template cross section is regulated in the position of clamping plate on side plate; Regulate the width in template cross section through the length of regulating clamping plate; Realize the cross section variable adjustment of template; Overlap joint or splicing through side plate on the height realize variable adjustment highly, template is constructed at the scene have the three dimensions adjustability when using.The shape of building node place side plate simultaneously is various, and the assembling mode between the template is various, has realized the widely applicable of multi-functional cross section variable template among the present invention, diverse in function.The dismounting of template is simple easily, just can remove through the dismounting screw.And the concrete surface light, needn't plaster, reduce plastering engineering.
Description of drawings
Fig. 1 is the cross section structure sketch map of the variable template in multi-functional cross section of the embodiment of the invention one;
Fig. 2 is the cross section structure sketch map of the variable template in multi-functional cross section of the embodiment of the invention two;
Fig. 3 is the clamping plate partial cross section structural representation of the variable template in multi-functional cross section of the embodiment of the invention two;
Fig. 4 is the side plate board slot structures to form cross section structure sketch map of the variable template in multi-functional cross section of the embodiment of the invention three;
Fig. 5 is the cross section structure sketch map of the variable template splicing in the multi-functional cross section of the polylith of the embodiment of the invention three;
Fig. 6 is the cross section structure sketch map of the variable beam forms in cross section of the embodiment of the invention four;
Fig. 7 is the installation constitution sketch map of the variable beam forms in cross section of the embodiment of the invention four;
Fig. 8 is the node schematic cross-section that the embodiment of the invention five " L " type intersects beam;
Fig. 9 is the multi-functional cross section variable every template node cross section structure sketch map that the embodiment of the invention five " L " type intersects beam;
Figure 10 is that the embodiment of the invention six " L " type hands over post to intersect the node schematic cross-section of beam;
Figure 11 is the multi-functional cross section variable every template node cross section structure sketch map that the friendship post of the embodiment of the invention six " L " type intersects beam;
Figure 12 is the node schematic cross-section that the T-shape of the embodiment of the invention seven intersects beam;
Figure 13 is the multi-functional cross section variable every template node cross section structure sketch map that the T-shape of the embodiment of the invention seven intersects beam;
Figure 14 is that the T-shape of the embodiment of the invention eight hands over post to intersect the node schematic cross-section of beam;
Figure 15 is that the T-shape of the embodiment of the invention eight hands over post to intersect the multi-functional cross section variable every template node cross section structure sketch map of beam;
Figure 16 is the node schematic cross-section that the embodiment of the invention nine " ten " fonts intersect beam;
Figure 17 is the multi-functional cross section variable every template node cross section structure sketch map that the embodiment of the invention nine " ten " fonts intersect beam;
Figure 18 is that the embodiment of the invention ten " ten " fonts hand over post to intersect the node schematic cross-section of beam;
Figure 19 is that the embodiment of the invention ten " ten " fonts hand over post to intersect the multi-functional cross section variable every template node cross section structure sketch map of beam;
Figure 20 is that the embodiment of the invention ten " ten " fonts hand over post to intersect the another kind of multi-functional cross section of beam variable every template node cross section structure sketch map;
Figure 21 is a kind of side plate perforate sketch map in the embodiment of the invention;
Figure 22 is the sketch map that a kind of side plate perforate is plugged with stopple in the embodiment of the invention;
Figure 23 is the front schematic view of the side plate perforate that a kind of metal framework and ceramic tile are formed in the embodiment of the invention;
Figure 24 is the schematic rear view of the side plate perforate that a kind of metal framework and ceramic tile are formed in the embodiment of the invention;
Figure 25 is the side schematic view of a kind of side plate in the embodiment of the invention;
Figure 26 is the sectional view of a kind of side of side plate in the embodiment of the invention;
Figure 27 is the sketch map of the side of the side plate that a kind of metal framework and ceramic tile are formed in the embodiment of the invention;
Figure 28 is the sectional view of the side of the side plate that a kind of metal framework and ceramic tile are formed in the embodiment of the invention;
Figure 29 is the sketch map of " one " font side plate in the embodiment of the invention;
Figure 30 is the sketch map of " L " type side plate in the embodiment of the invention;
Figure 31 is the sketch map of
type side plate in the embodiment of the invention;
Figure 32 is the sketch map of two " one " font side plate overlap joints in the embodiment of the invention;
Figure 33 is two sketch mapes that " one " font side plate overlaps through " L " template groove structure in the embodiment of the invention;
Figure 34 is two structural representations that " one " font side plate overlaps through " L " template groove structure in the embodiment of the invention;
Figure 35 is two process sketch mapes that " one " font side plate overlaps through " L " template groove structure in the embodiment of the invention;
Figure 36 is two structural representations that " one " font limit overlaps through " one " font board slot structure in the embodiment of the invention;
Figure 37 is two process sketch mapes that " one " font side plate overlaps through " one " font board slot structure in the embodiment of the invention;
Wherein, 1: side plate; 2: clamping plate; 3: connecting rod; 4: template cross-sectional length tuning plate; 5: template breadth of section adjustable plate; 6: square tube; 9: fillet; 10: " L " template groove structure; 11: the first side plates; 12: the second side plates; 13: " one " font board slot structure; 14: infill panel; 15: the drawknot parts; 16: slab form; 17: composite beam; 18: composite stringers; 19: " L " type side plate; 20:
type side plate; 21: " one " font side plate; 22: nut; 23: screw; 24: the hole; 25: stopple; 26: ceramic tile; 27: connect bearing diagonal; 28: bearing diagonal; 29: the steelframe frame.
The specific embodiment
Below in conjunction with accompanying drawing and embodiment, specific embodiments of the invention describes in further detail.Following examples are used to explain the present invention, but are not used for limiting scope of the present invention.
As shown in Figure 1 in conjunction with Fig. 1 and Figure 21 to 24; Be the structural representation of the variable template in multi-functional cross section of embodiment 1, it comprises: polylith side plate and the polylith clamping plate between side plate, and side plate is " one " font side plate 21 in the present embodiment; Its quantity is 2, and the number of clamping plate 2 also is 2; Side plate evenly is provided with a plurality of holes (having provided the signal of hole site among the figure) on the corresponding position, is d like the spacing in a plurality of holes among Fig. 1,2 clamping plate through hole and side plate for removably connecting.Width through conversion clamping plate 2 is used to regulate the distance between the side plate, i.e. the width B in template cross section; Through conversion clamping plate 2 and in the position that side plate is attend institute's fixing hole, be used to adjust the length A in template cross section; So just can realize regulating the area in cross section.These clamping plate 2 can be directly realized fixing (simple in structure through structures such as screw 23 rivets with side plate; Not shown in the accompanying drawing); Also can be through i.e. the connecting rod 3 of connected mode as shown in fig. 1 through also being connected with between clamping plate 2 and the side plate; Connecting rod 3 is fixed on the hole of correspondence position of side plate, and clamping plate 2 are fixed on the connecting rod.Connecting rod can fix through the hole on nut 22 and the side plate, makes that the adjusting constructing operation is more convenient.And clamping plate 2 can be fixed on the connecting rod 3 through screw as shown in fig. 1 23 nuts 22 structures, also can itself and connecting rod 3 be fixed through iron wire buckle etc.The material of side plate 1 should be chosen high-strength material in the present embodiment 1; Side plate 1 can be processed by iron steel, aluminum steel, alloy steel or plastic-steel; Or the framework of being processed by marble, ceramic tile, plank, compressive plate or plastic plate and iron steel, aluminum steel, alloy steel or plastic-steel is combined constitutes, for enough stress is provided in the concrete placement.And the material of clamping plate is not because of there being special stress demand, so can select general material such as timber etc.The idle hole that is not used for fixing clamping plate on the side plate is filled with stopple, is used for preventing that concrete placement from spillage taking place, run slurry etc.Use special-purpose stopple flexible operation, simple.Shape that the shape of side plate can be poured into a mould is as required selected also combination, for example is a kind of in " one " font,
type, " L " type or
type.Multiple side plate carries out can all being suitable for pouring into a mould the cross section arbitrarily behind the composite assembly.
Concrete perforate mode can be referring to accompanying drawing 21 to 24; The side plate of processing for homogenous material in the accompanying drawing 21; The side plate of processing like aluminum steel; Because the side plate that homogenous material is processed selects for use iron steel, aluminum steel, alloy steel or plastic-steel to process usually, its intensity is big, just can guarantee the strength demand of template installation through the connection of screw.As shown in Figure 21, perforate that before use in advance can rule on side plate 1, what the distribution in hole 24 can be as shown in the figure spreads on the side plate 1 uniformly, also can distribute by certain specification, like common size in the building.After pre-setting hole 24, when mounted then can direct convenience ground clamping plate 2 are adjusted at as required the position of side plate 1.Size adjustment when rigging for example in use is fixed on clamping plate 2 on the hole 24 of required size, and is easy to operate, selects flexibly, and need not to punch at the construction field (site).Be stopple 25 beyond the Great Wall on the vacant hole 24 among Figure 22, the hole 24 of using for needs like this is just through straps 2 such as screws, and the hole 24 that need not to be used for fixing clamping plate 2 just clogs with special-purpose stopple 25, prevents spillage.
It among Figure 23 the structural representation of side plate 1 perforate of a kind of metal framework and ceramic tile 26 compositions; Figure 24 is the structure sketch map of side plate 1 perforate that a kind of metal framework and ceramic tile 26 formed in the present embodiment; The combined formation of framework that this side plate 1 ceramic tile 26 and iron steel, aluminum steel, alloy steel or plastic-steel are processed.Ceramic tile 26 among the figure also can replace with plate commonly used in the building operations such as marble, ceramic tile, plank, compressive plate or plastic plate accordingly.Be used for fixing clamping plate 2 opening like the hole on Figure 23 and 24 24 on the side plate 1.Simultaneously, the selection of this variable template in multi-functional cross section can simply be processed and can obtain for current material, and the low operation of cost is convenient.
The mode of selecting for use this side plate 1 to punch is in advance regulated the template breadth of section with clamping plate 2, then can realize the length of template sectional dimension and wide all adjustable through above-mentioned setting, and adjustable dimension can be very accurate.Present embodiment also provides the building node place side plate of multiple shape simultaneously, and the splicing between the side plate 1 of the variable template in multi-functional cross section can be combined into multiple cross sectional shape, can satisfy any straight-line dimension and the node shape of column template, beam forms, wall form.
The variable template in multi-functional cross section in the present embodiment can be carried out multiple compound mode flexibly; Compare traditional steel form the structure corresponding different model of needs and the size of different shapes or size are come rigging; Caused the use model many; And the three dimensions of the template in the present embodiment only template is constructed at the scene use through several kinds of limited models and size the time has adjustability, satisfies different templates construction demand.
Around template, increased steel frame 29 and below template, increased bearing diagonal 28 with stability for the intensity of strengthening template simultaneously.
The dismounting of template is also fairly simple easily, and can not influence the integrality of template.Because the connection of the variable template in multi-functional cross section assembles moulding through screw, so the dismounting of template also is just can accomplish dismounting through the dismounting screw.And rarely compress the phenomenon that difficulty tears open and occur.
In conjunction with Fig. 2 and Fig. 3, be respectively the structural representation of the variable template in multi-functional cross section of the embodiment of the invention 2; And the clamping plate part-structure sketch map of the variable template in multi-functional cross section of the embodiment of the invention 2.This implements 2 middle clamp plates 2 by template cross-sectional length tuning plate 4, and template breadth of section adjustable plate 5 and the square tube 6 that is positioned at template breadth of section adjustable plate 5 two ends are formed; Two square tubes 6 are connected through screw 23 nuts 22 with template breadth of section adjustable plate 5; Template cross-sectional length tuning plate 4 is clipped between the compoboard and connecting rod of square tube 6 and template breadth of section adjustable plate 5 compositions; Compoboard is connected with connecting rod 3 through screw 23 nuts 22 with template cross-sectional length tuning plate, and the position of this screw 23 (as shown in Figure 2) is the centre position of compoboard and template cross-sectional length tuning plate in the present embodiment.After the model of selected square tube 6 was fixed in the present embodiment 2, the length of side a of square tube was exactly a fixed dimension, as long as change the length x of template breadth of section adjustable plate 5, just can reach the purpose of regulating the template square-section width length of side.And template cross-sectional length tuning plate 4 its thickness are y, are used to regulate the inching on the length sides length direction of template square-section.Template cross-sectional length tuning plate 4 can use existing ready-made specification plank on the market, and that its thickness is minimum is 3mm.If select for use the plate of 3mm to serve as tuning plate, so, the precision that the column template sectional dimension is adjustable is exactly ± 3mm.Template cross-sectional length tuning plate 4, template breadth of section adjustable plate 5 be provided with can be further the accurate sectional dimension of template, and easy and simple to handle.Smooth for watering the concrete structural surface that outpours, need to guarantee that inboard attachment screw 23 its ends of said breadth of section adjustable plate flush with the inner surface of said breadth of section adjustable plate.
Through specifically being set, length tuning plate 4 can realize arbitrary dimension adjustable of the length direction in template cross section; Confirm the main value of the length in template cross section through the fixed-site of the connecting hole 24 of clamping plate 2 on side plate 1; Be used for further regulating the length in template cross section through the length that adds length tuning plate 4 again, can guarantee size accurately.
In conjunction with Fig. 4, Fig. 5, Figure 36 and Figure 37, be respectively the embodiment of the invention 3 the variable template in multi-functional cross section side plate the variable template splicing in the multi-functional cross section of side structure sketch map, polylith of " one " font board slot structure 13 structural representation, first side plate and second side plate board slot overlap joint structural representation and in two " one " the process sketch map that overlaps through board slot of font side plate; Side plate is provided with " one " font board slot structure 13, and the butt joint that " one " font board slot structure 13 is used between the side plate connects or the overlap joint connection.Side plate through " one " font board slot structure 13 overlap joints connect also is fixed with infill panel 14 on the inner surface of side plate in the outer part, infill panel 14 is used to make the inner surface of the variable template in multi-functional cross section to flush.
As shown in Figure 4; All can pass through on a side plate, to be provided with " one " font board slot structure 13 on the short transverse or on the side plate length direction of cross section; Through " one " font board slot structure 13 two side plates are linked together; Make its adjusting that can satisfy non-specification on the side plate height, and the length of side plate can satisfy the demand of arbitrary dimension on the cross section, all can satisfy for the concrete pouring demand of different size.As shown in Figure 4; First side plate 11 is through inserting " one " font board slot structure 13 on second side plate 12; Realize being connected of first side plate 11 and second side plate 12, at the inner surface of side plate, because first side plate 11 and second side plate 12 differ the thickness of a side plate; Can increase infill panel 14 through inner surface and realize that this infill panel 14 can pass through screw 23, iron wire etc. and be connected with first side plate at first side plate.Fixing it can be realized through similar bearing diagonal 28 in the bottom of this template.Being somebody's turn to do " one " font board slot structure 13 and second side plate 12 is structure as a whole.The board slot structure can be " one " font, also can be " L " type, and the side plate that the board slot structure 10 of " L " type can be used for corner connects.
This " one " font board slot structure 13 is particularly useful for as column template.Will about (about) two sections templates connect through side plate, make two side plates in the middle part cross lamination, be not separated in order to make two superimposed side plates, add " one " font board slot structure 13 to wherein a side plate, realize that template is can groove surely continuous.Groove lumps together the template of use like this, uses the space that stays a thickness of slab afterwards at inner surface, and available infill panel 14 is filled and led up, and infill panel 14 can adopt screw fixings, also can pass the plate hole colligation on side plate with iron wire.When the height of concrete column is not the integral multiple of standard form height, just carry out assembly unit with variable-sized " one " font board slot structure 13.The cross section variable height of column template can carry out assembly unit through " one " font board slot structure 13 again to be regulated, and like this, the three dimensions of column template just can be regulated arbitrarily.
Fillet 9 as the connection of the said side plate of Fig. 5 is provided with on also can at least one limit through side plate can pass through iron wire between the fillet 9, and clip etc. are fixed.The hole preferably is set on fillet 9 to be connected side plate through screw 23.When the polylith side plate connected, the situation such as causing the side plate distortion that expands during for fear of cast also was connected with drawknot parts 15 at least on the hole of the middle part of side plate, and these drawknot parts 15 are preferably drawknot screw 23.Like Figure 25 to 28, Figure 25 is the structural representation of a kind of side of side plate perforate in the embodiment of the invention; Figure 26 is the sectional view of a kind of side of side plate perforate in the embodiment of the invention; It is thus clear that around side plate 1, be provided with fillet 9, fillet 9 is provided with a plurality of connecting holes 27.Similar with the side plate 1 of above-mentioned single material, Figure 27 is the structural representation of the side of side plate 1 perforate that a kind of metal framework and ceramic tile 26 are formed in the embodiment of the invention; Figure 28 is the sectional view of the side of side plate 1 perforate that a kind of metal framework and ceramic tile 26 formed in the embodiment of the invention.Through being set, a plurality of connecting holes 27 can realize the splicing of polylith side plate.
This kind polylith side plate connected mode is applicable to the cast shear wall; The cross section of single spoke shear wall also is a rectangle; With the column section shape roughly the same; The change width of wall is used the position of clamping plate 2 on side plate, and all move and regulate, the length that thickness uses clamping plate 2 through with the secured adjusted of screw, highly use " one " font board slot structure 13 connection side plates to regulate.Single variable form fixer's method in the multi-functional cross section of spoke shear wall and the variable form fixer's method in the multi-functional cross section of post are basic identical; The width of different is shear wall is bigger, needs to adopt the splicing of polylith template, and for fear of bloated mould, some drawknot screws are set up in the centre.Pass the hole of drawknot helical nail correspondence position from side plate, as shown in Figure 5.Because the shear wall area is bigger, need to use the splicing of polylith template.So the two ends of side plate connect through the fillet 9 that is provided with, and connect through screw 23 between the fillet 9.
The model of side plate is various in the embodiment of the invention, for example is a kind of in " one " font,
type, " L " type or
type.Be used to realize that the board slot structure of side plate slip overlap joint has " one " font, " L " type.So it is varied that the model of the template that can make up can realize; In conjunction with shown in Figure 29 to 33; Can realize " side plate " of five kinds of models; Promptly be respectively " one " font side plate 21 (Figure 29); " L " type side plate 19 (Figure 30);
type side plate 20 (Figure 31) also has " one " font side plate 21 simultaneously through the side plate that the realization of board slot structure is combined to form, and is respectively shown in " two " type side plate (Figure 32, Figure 36, Figure 37)) and " L two " type side plate (Figure 33 Figure 34 is shown in Figure 35).
Concrete, shown in Figure 32, " two " type side plate i.e. two " one " font side plates 21 is connected to form through 13 realizations of " one " font board slot, can realize that any adjusting on the side plate length is to satisfy the flexible adjustment when the sectional dimension cooperation needs.
" L two " shown in same Figure 33 type side plate is that two " one " font side plates 21 are realized being connected to form through " L " font board slot 10; Because the fixed connection that " one " font side plate 21 can slide with respect to " L " font board slot 10, can be used for the adjusting on the size at flex point place, template cross section.Its concrete structure can be referring to Figure 34 and Figure 35; With the grafting between " one " font side plate 21 and " L " template groove structure, when needs are regulated, " one " font side plate 21 relative board slots are slided; Connecting hole on side plate that can be relative with it is fixed itself and board slot at once.
These variable templates in multi-functional cross section mainly are to connect through screw, do not compress the situation that difficulty is torn open after the placing of concrete, go up the rebasing practice of plank, the problem that compresses after possibly avoiding fully watering used again.
In conjunction with Fig. 6 and Fig. 7, be respectively the scheme of installation of the variable beam forms of structural representation and cross section of the variable beam forms in cross section of the embodiment of the invention 4.
The endways template that can be used as post of laying of the variable template in multi-functional cross section that present embodiment provides; If lay it sidewards; Be exactly column template sectional view corner in the accompanying drawing 1 90 degree, the clamping plate 2 that are positioned at the top be placed on connecting rod 3 above, the cross section of template just is similar to " well " font; The position of lintel is not in the centre of the variable template in multi-functional cross section, but in the first half of " well " shaped sections.
The T type beam that links to each other with floor, just beam the right and left add 16 of slab forms of splicing can, as shown in Figure 7.Beam forms splicing slab form 16 is used through composite beam 17 and composite stringers 18.
In conjunction with Fig. 8 and Fig. 9, its " L " type that is respectively the embodiment of the invention 5 intersects the node schematic cross-section of beam and the multi-functional cross section variable every template node cross section structure sketch map that " L " type intersects beam.Crossing beam to " L " type; The node processing of the variable template in multi-functional cross section that present embodiment provides is as shown in Figure 9, and the interior turning of " L " type adopts " L " type side plate 19 to be connected through screw 23 through the fillet 9 that its two ends are provided with respectively with " one " font side plate 21; The external corners of " L " type adopts " L " template groove structure 10 to connect; " one " font side plate 21 that is connected with " L " template groove structure 10 is again through fillet 9 splicings on its fillet 9 on one side and other " one " font side plate 21; Can form the variable template in multi-functional cross section that " L " type intersects beam; The installation of " L " type beam forms is since two mid-side node places, extends to the middle part and joins, and the joint adopts " L " type frid structure 10 to connect.As shown in Figure 9, beam width b1 and girder width b2 all can realize through regulating clamping plate 2 greatly.For fear of bloated mould, need increase some drawknot screws 23 in the middle part of template.
Hand over the template that post intersects beam to handle for " L " type; Referring to Figure 10 and Figure 11, the friendship post that its " L " type that is respectively the embodiment of the invention 6 hands over the node schematic cross-section of the crossing beam of post to reach " L " type intersects the variable template installation in the multi-functional cross section node structure sketch map of beam.Processing and embodiment 5 for the node place are similar; Difference is that the variable cross section template inboard of handing over the post place selects
type side plate for use; Rod structure for the different cross section size; Can add infill panel through the interior drift angle place at
type side plate and regulate, infill panel is connected fixing through structures such as screw 23 or iron wires with
type side plate.Through using infill panel can reduce the specification of
type side plate.
Embodiment 7
The template that intersects beam for T-shape is handled, and referring to Figure 12 and Figure 13, its T-shape that is respectively the embodiment of the invention 7 intersects the node schematic cross-section of beam and the variable template in multi-functional cross section of the crossing beam of T-shape is installed the node structure sketch map; The flex point place that T-shape intersects beam uses " L " type side plate 19 and passes through fillet 9 and screw 23 splicings, and the straight flange place selects for use " one " font board slot structure 13 to splice.Its two width b of the variable template in multi-functional cross section that this T-shape intersects beam are with p, all can realize adjusting.The size of P can reach side plate by the motor-driven adjusting of frid and align up and down, has guaranteed position, the hole alignment that template is set, has guaranteed that all screws all are vertically to pass side plate.
Embodiment 8
Similar with the structure among the embodiment 7, the T-shape that is respectively the embodiment of the invention 8 referring to Figure 14 and Figure 15 hands over node schematic cross-section and the T-shape that post intersects beam to hand over the variable template in multi-functional cross section that post intersects beam that the node structure sketch map is installed.On structure treatment, only " L " type side plate 19 at flex point place being replaced with
type side plate 20 gets final product; Friendship post beam for different sizes; Can add infill panel through the interior drift angle place at
type side plate 20 and regulate, infill panel is connected fixing through structures such as screw 23 or iron wires with
type side plate 20.
Template for the crossing beam of " ten " font is handled, and referring to Figure 16 and Figure 17, " ten " font that is respectively the embodiment of the invention 9 intersects the node schematic cross-section of beam and the variable template installation in the multi-functional cross section node structure sketch map of the crossing beam of " ten " font." ten " the font flex point place of intersecting beam uses " L " type side plate and again through fillet 9 and screw 23 and other " one " font side plates 21 splicings.Its two the width b of the variable template in multi-functional cross section that should " ten " font intersect beam are with p, all can realize adjusting.
The template that intersects beam for " ten " font is handled; Similar with the structure among the embodiment 9; Referring to Figure 18, Figure 19 and Figure 20; " ten " font that is respectively the embodiment of the invention 10 hands over post to intersect the node schematic cross-section of beam, and " ten " font hands over multi-functional cross section variable template installation node structure sketch map and " ten " font that post intersects beam to hand over post to intersect the variable template installation in the another kind of multi-functional cross section of beam node structure sketch map.On structure treatment, only " L " type side plate 19 at the accompanying drawing 17 flex point places of embodiment 9 being replaced with
type side plate 20 gets final product; Friendship post beam for different sizes; Can add infill panel through the interior drift angle place at
type side plate 20 and regulate, infill panel is connected fixing through structures such as screw 23 or iron wires with
type side plate 20.
Shown in figure 20; For handing over rod structure; Through using two side plates to connect through the aperture screw on it 23; Promptly
type side plate 20 is connected through the aperture screw 23 that distributes on it with " one " font side plate 21, can also can realize the adjusting for width q through additional infill panel between this two side plate.
For a plurality of templates described in the foregoing description; Its mounting method begins to install for the flex point from template; Like T-shape, " L " type or " ten " font the flex point place is installed at first all; Fillet 9 connects a plurality of side plates then, uses " one " font board slot structure 13 to carry out last assembly unit at last, has promptly realized the assembling of corresponding template.
Can find out that by above embodiment in the variable template in the multi-functional cross section of the embodiment of the invention, employing comprises: polylith side plate and the polylith clamping plate between said side plate; Said polylith side plate evenly is provided with a plurality of holes on the corresponding position, said polylith clamping plate through said hole and said side plate for removably connecting.The variable template in the multi-functional cross section of this kind can be through regulating the length that the template cross section is regulated in the position of clamping plate on side plate; Regulate the width in template cross section through the length of regulating clamping plate; Realize the cross section variable adjustment of template, the splicing through side plate on the height realizes variable adjustment highly.Simultaneously the shape of side plate is various, the connected mode between the template is various, has realized the widely applicable of the variable template in multi-functional cross section among the present invention, diverse in function.
The above only is a preferred implementation of the present invention; Should be pointed out that for those skilled in the art, under the prerequisite that does not break away from know-why of the present invention; Can also make some improvement and replacement, these improvement and replacement also should be regarded as protection scope of the present invention.
Claims (12)
1. the variable template in multi-functional cross section is characterized in that, comprising: polylith side plate and the polylith clamping plate between said side plate; Said polylith side plate evenly is provided with a plurality of holes on the corresponding position, said polylith clamping plate through said hole and said side plate for removably connecting.
2. the variable template in multi-functional cross section as claimed in claim 1 is characterized in that, also is connected with connecting rod between said clamping plate and the said side plate, and said connecting rod is fixed on the hole of correspondence position of said side plate, and said clamping plate are fixed on the said connecting rod.
3. the variable template in multi-functional cross section as claimed in claim 2 is characterized in that, said clamping plate are by template cross-sectional length tuning plate, and template breadth of section adjustable plate and the square tube that is positioned at said template breadth of section adjustable plate two ends are formed; Said two square tubes are connected through screw-nut with said template breadth of section adjustable plate; Said template cross-sectional length tuning plate is clipped between the compoboard and said connecting rod of square tube and template breadth of section adjustable plate composition, and said compoboard is connected with said connecting rod through screw-nut with template cross-sectional length tuning plate.
4. the variable template in multi-functional cross section as claimed in claim 3 is characterized in that, inboard its end of attachment screw of said breadth of section adjustable plate flushes with the inner surface of said breadth of section adjustable plate.
5. the variable template in multi-functional cross section as claimed in claim 1; It is characterized in that said side plate is a kind of in " one " font,
type, " L " type or
type.
6. the variable template in multi-functional cross section as claimed in claim 5 is characterized in that said side plate is connected with the board slot structure, and said board slot structure is used for adjustable slip overlap joint or the splicing of relative position between the side plate.
7. the variable template in multi-functional cross section as claimed in claim 6 is characterized in that, said board slot structure is a kind of in " one " font, " L " type.
8. the variable template in multi-functional cross section as claimed in claim 6; It is characterized in that; Side plate through the board slot structure connects also is fixed with infill panel on the inner surface of said side plate in the outer part, said infill panel is used to make the inner surface of the variable template in said multi-functional cross section to flush; Also be connected with drawknot parts on the hole of the middle part of said side plate at least.
9. the variable template in multi-functional cross section as claimed in claim 1 is characterized in that, two said side plates connect overlap joint through the said aperture connecting rod screw on it, between said two side plates infill panel are installed also.
10. the variable template in multi-functional cross section as claimed in claim 1 is characterized in that, Yi Bian being provided with fillet at least and being arranged at the connecting hole that is positioned on the said fillet of said side plate; The adjacent connection of said two side plates is carried out the screw connection through the connecting hole of fillet.
11. the variable template in multi-functional cross section as claimed in claim 1; It is characterized in that; Said side plate is processed by iron steel, aluminum steel, alloy steel or plastic-steel, or the framework of being processed by marble, ceramic tile, plank, compressive plate or plastic plate and iron steel, aluminum steel, alloy steel or plastic-steel is combined constitutes.
12. the variable template in multi-functional cross section as claimed in claim 1 is characterized in that the idle hole that is not used for fixing clamping plate on the said side plate is filled with stopple.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 201110243256 CN102433986B (en) | 2011-08-23 | 2011-08-23 | Multifunctional section-variable formwork |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 201110243256 CN102433986B (en) | 2011-08-23 | 2011-08-23 | Multifunctional section-variable formwork |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN102433986A true CN102433986A (en) | 2012-05-02 |
| CN102433986B CN102433986B (en) | 2013-09-04 |
Family
ID=45982314
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN 201110243256 Expired - Fee Related CN102433986B (en) | 2011-08-23 | 2011-08-23 | Multifunctional section-variable formwork |
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| Country | Link |
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| CN106869489A (en) * | 2017-03-21 | 2017-06-20 | 中建三局第建设工程有限责任公司 | Super High Core Walls Structure level and vertical synchronous construction top module system and construction method |
| CN108571092A (en) * | 2018-06-01 | 2018-09-25 | 西安中材住工建筑科技有限公司 | A kind of module shear wall system with perps |
| CN113266020A (en) * | 2021-05-18 | 2021-08-17 | 岳阳荣兴建设有限公司 | Highway slope herringbone protection structure and construction method |
| CN114809611A (en) * | 2022-05-20 | 2022-07-29 | 中国建筑第六工程局有限公司 | Telescopic, foldable and quick-detachable framework beam template clamp and construction method thereof |
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| CN113266020A (en) * | 2021-05-18 | 2021-08-17 | 岳阳荣兴建设有限公司 | Highway slope herringbone protection structure and construction method |
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|---|---|
| CN102433986B (en) | 2013-09-04 |
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