CN201202269Y - Triangular truss ribbed flat plate assembly - Google Patents

Triangular truss ribbed flat plate assembly Download PDF

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Publication number
CN201202269Y
CN201202269Y CNU2008201177418U CN200820117741U CN201202269Y CN 201202269 Y CN201202269 Y CN 201202269Y CN U2008201177418 U CNU2008201177418 U CN U2008201177418U CN 200820117741 U CN200820117741 U CN 200820117741U CN 201202269 Y CN201202269 Y CN 201202269Y
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CN
China
Prior art keywords
cavity
plate
groove
stereotyped
dull
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CNU2008201177418U
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Chinese (zh)
Inventor
戚长中
杨保锋
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戚长中
杨保锋
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Priority to CNU2008201177418U priority Critical patent/CN201202269Y/en
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Publication of CN201202269Y publication Critical patent/CN201202269Y/en

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Abstract

The utility model relates to a ribbed flat plate combined body of a triangular truss, which is composed of a panel, a bottom board, a hollow isosceles triangle truss and a bottom reinforced bar. The panel and the bottom board are connected through a plurality of fixed trusses of the hollow isosceles triangle truss, vertical reinforcing forced bars are arranged on the bottom board with certain distance, the top portions of the forced bars are crossed with the bottom board and the hollow isosceles triangle truss on a vertex of a reversed triangle, the flat plate combined body can be composed of three cross sections of a fixture tool type, a groove and tongue type, and a hook type on the end portions on the sides, the plate has resistance to flame, weatherability, corrosion resistance, water resistance and better mechanical properties and electric insulation properties, the combined body uses plastic to replace steel and wood materials, forest resources and steel are saved, the weight is lightened, the structure is simple, the connection and disassembly are convenient, the combined body is not easily deformed, the using period is long, the combined body can be used as building construction template platforms, plates for paving stages, plat plate partitions, suspended ceiling supports, ceilings, heat-insulating boards, heat-insulating materials, or can be used in small houses which are made of reinforced plastic.

Description

A kind of English truss plate pack zoarium with ribbing

Technical field:

The utility model relates to the auxiliary equipment of a kind of solid top building field, relate in particular to a kind of in building operations cast lay with template, platform or stage need be with the English truss dull and stereotyped unit equipment with ribbing in fields such as dull and stereotyped partition, furred ceiling, supporting with plate and some.Also can be used for the small-sized house that ceiling, warming plate, insulating board, decorating material board and reinforced plastic are made.

Background technology:

Used template is mainly wooden form and steel form in the existing building operations.The forest reserves of the employed supporting lumps of wood of wooden form and template profligacy country, the manufacturing of template has also used the glue that contains formaldehyde to bond, and the toxic to human body is big in process of production, and wants supporting sponge adhesive tape, iron nail, and use the number of turnover few, not recyclable; Just template weight is big, is difficult for assembly unit, and difficulty is repaired in the distortion back, costs an arm and a leg, and has expended national a large amount of metals resources.Also there is the sub-fraction plastic construction stencil existing market in addition, divides two kinds, and a kind of is solid slab, and it also needs the lumps of wood to support, and can not solve the problem of the lumps of wood; Another kind is the hollowcore slab of square hole, and there is complex structure in they, connects, removes complicated.And square hole is after stressed, and the vertical rib of cavity inside is subjected to twisting strain easily and causes local buckling, and then produces permanent deformation.

The utility model content:

The purpose of this utility model is: design a kind of English truss plate pack zoarium with ribbing, with moulding Dai Gang and wood.Because of need not woodenly having saved the forest reserves with steel material, eliminated pollution sources such as formaldehyde, also saved steel, alleviate weight, and eliminated the complex structure that exists because of with the square hole hollowcore slab, connection is removed and is bothered and turned round and the defective of local unstable generation distortion.

The utility model is achieved in that a kind of triangular truss plate pack zoarium with ribbing, and this assembly mainly is made up of panel 1, base plate 3, cavity isosceles triangle truss 2 and bottom stiffener 4.Panel 1 and base plate 3 by several cavity isosceles triangle truss 2 fixedly truss-like be connected, be equipped with the stressed rib 4 of vertical reinforcement for 3 times at a certain distance at base plate, strengthen stressed rib 4 tops and base plate 3 and cavity isosceles triangle truss 2 and intersect at place, del summit.Strengthening stressed rib height should be greater than existing scaffold construction fastener working depth.This plate pack is combined in both side ends can be by three kinds of sections---and be respectively jig formula, groove and tognue type, coupling type and form.These three kinds of sections all have supporting with it conversion inner corner trim 8, conversion inner corner trim 12, half-convergency 16 and are connected external corner 10, connection external corner 13, piece bar, tent, plug.The piece bar is undersized square shape cavity structure, and height is identical with plate height, and plug divides monolateral plug, bilateral plug.Bilateral plug is the cavity triangle 2 that is similar to the dull and stereotyped inner chamber of triangular truss, its outer triangle area is more smaller than the cavity triangle 2 of dull and stereotyped inner chamber, number of triangles is less than cavity triangle 2 quantity of dull and stereotyped inner chamber, be provided with a vertical junction plate at the middle part, vertical plate height, width are all with dull and stereotyped identical, and monolateral plug then is that bilateral plug is the plane on one side.If after dull and stereotyped bottom stiffener removed, then form a kind of flat boards of forming jointly by panel 1, base plate 3, cavity isosceles triangle truss 2.

The end is the jig formula: be provided with stupefied 5 of protrusion in the principal rod inboard of this flat board two side ends, can utilize 9 pairs of two adjacent monomer flat boards of special-purpose assorted jig to connect, jig 9 is made up of square shell 9-10 and the inner clamp 9-1 that is provided with two symmetries, be provided with the side principal rod in the clamp inboard of symmetry and protrude stupefied corresponding groove 9-4, and be provided with and connect nose 9-2, have hole at connection nose center, be provided with several semicircle positioning track 9-3 at opposite side.In jig square shell, be provided with a central axis 9-8, connect a pair of clamp by central axis, on central track, be provided with spreader spring 9-5, and be provided with shifting chute 9-9.Central axis is positioned at shifting chute, and central axis slightly is wider than shell, and each card is fixed in the shell two sides.Respectively be provided with locating hole 9-6 in two sides in addition at central axis, in locating hole, be provided with positioning bolt 9-7.At flat board is that an end is provided with small protrusion platform 6, be provided with correspondingly groove 7 at the other end, connecting external corner is made up of two mutual vertical ribs, with the corresponding position of flat board, be provided with the stupefied 10-2 of protrusion, two dull and stereotyped middle parts are formed triangle by a swash plate 10-1 and are connected, be provided with and dull and stereotyped system corresponding protrusion platform 10-3 and groove 10-4 in the bight, the conversion inner corner trim is made up of a rectangle that is similar to unfilled corner, be connected the stupefied 8-1 that inboard corresponding position is provided with protrusion with flat board, be provided with and dull and stereotyped system corresponding protrusion platform 8-2 and groove 8-4 in the bight, two vertical planes are connected by a swash plate 8-3, and its inside is made up of several cavity triangles.

The end is a groove and tognue type: be provided with cavity tongue and groove groove 11 in dull and stereotyped end, be made up of four square shape cavitys in the tongue and groove groove cavities.The plate inboard is provided with swash plate, openning shape is carried out triangle cut apart, and forms triangle and forms.The corresponding connection is respectively equipped with and the protruding chamber 13-1 of the corresponding square shape cavity of dull and stereotyped end tongue and groove groove in the two vertical side outside after external corner 12 is made of triangle 13-2, after conversion inner corner trim 12 is made of triangle 12-1, be provided with convex cavity 12-2 at the corresponding position that is connected with dull and stereotyped groove.When the end is coupling type, be provided with down L shaped cavity structure 15 on a dull and stereotyped side end top and be provided with corresponding with it anti-L shaped cavity structure 14 in the end side bottom, this cavity structure is connected it by a swash plate with base plate, corresponding half-convergency 16 is made up of L shaped cavity, the L shaped inside of cavity is cut apart by swash plate, is provided with the L shaped corresponding cavity of dull and stereotyped cavity L shaped in the L shaped two sides of cavity.Half-convergency 16 inside and outside angles are the right angle.

The good effect of the prior art of comparing of the present utility model is:

1, the fit stressed principle of English truss that adopts of the utility model English truss template group with ribbing after under the Load Transfer of top, is transmitted downwards respectively by the triangle both sides, reaches stressed rib then.Adopt affixed truss principle, resistance to overturning is good, intensity, rigidity height.And the internal cavities triangular truss only bears tension and compression stress, is not subjected to torsional stress, causes local buckling and whole unstability so be difficult for producing distortion.

When 2, being the jig formula with the end, the jig peace is torn open conveniently, and the workman only needs a hand just can finish peace in operation and tears process open.After both sides apply projection and groove, can effectively avoid the slit that causes side directly not produce because of processing.When adopting the end to be groove and tognue type and coupling type, do not need jig, only need direct assembly unit, seam is tight.After bar is squeegeeed in introducing, can satisfy various sizes production, the practicable cover half production of work in-process, more waste is avoided in scale processing.

3, stressed reinforcing ribs is high surpass the pipe thread working depth after, then can be thoroughly in construction not demanding party's wood and template, this combination can directly replace.And bigger than the light area of punching block volume, easily peace is torn open, and the surface is not easy to produce permanent deformation, and cost is low.Replace in the past with steel for wood, realize to mould Dai Gang, to mould Dai Mu.

4, this dull and stereotyped system can be by certain construction module processing, and main raw material(s) is made after adopting materials such as polyvinyl chloride (PVC), polyethylene (PE), polypropylene (PP), polystyrene (PS), polycarbonate (PC), glass fiber reinforced plastic to add corresponding auxiliary material.Have raw material and be easy to get, and be used to complete the back recyclable secondary operations utilization of carrying out, can realize turning waste into wealth, meet national energy conservation policy.

5, after this dull and stereotyped system machines, have fire-retardant, weather-proof, anticorrosion, the corrosion of anti-water and chemical resistance.And mechanical property and electrical insulation capability are preferably arranged.

6, this dull and stereotyped system case hardness height, surface impact can be good, have indeformable, easy cleaning.Owing to mould goods and concrete flexible modulus is inconsistent, after concrete reaches intensity easily and the concrete natural separation, easy form removal, turnover rate height.Smooth in the form removal rear surface.And connect and to piece together, can weld, can saw, can satisfy the various sizes requirement.In the assembly unit process, save the lumps of wood, nail, some assistant products such as sponge adhesive tape, release agent, and can effectively shorten the length of split bolt.

Description of drawings:

Fig. 1 is member beam, the plate cross-section profile schematic diagram by 6 jig formula monomer plate splicings.

Fig. 2 is member beam, the plate cross-section profile schematic diagram by 5 groove and tognue type monomer plate splicings.

Fig. 3 is member beam, the plate cross-section profile schematic diagram by 7 coupling type monomer plate splicings.

Fig. 4 is the sectional schematic diagram by the building unit column section of 8 jig formula monomer plate splicings.

Fig. 5 is the sectional schematic diagram by the building unit column section of 4 groove and tognue type monomer plate splicings.

Fig. 6 is the sectional schematic diagram by the building unit column section of 4 coupling type monomer plate splicings.

Fig. 7 is the member schematic diagram of jig 10.

Fig. 8 is monolateral, bilateral plug sectional schematic diagram.

Fig. 8-1 is bilateral plug generalized section.

Fig. 8-2 is monolateral plug generalized section.

Fig. 9 is conversion external corner 8 sectional schematic diagrams of jig formula flat board.

Figure 10 is connection external corner 10 sectional schematic diagrams of jig formula flat board.

Figure 11 is conversion inner corner trim 12 sectional schematic diagrams of groove and tognue type flat board.

Figure 12 is connection external corner 13 sectional schematic diagrams of groove and tognue type flat board.

Figure 13 is half-convergency 16 sectional schematic diagrams of coupling type flat board.

Figure 14 is the thin plate section schematic diagram of 3 jig formula monomer plate splicings.

Figure 15 is the thin plate section schematic diagram of 3 groove and tognue type monomer plate splicings.

Figure 16 is the thin plate section schematic diagram of 3 coupling type monomer plate splicings.

Figure 17 is the dull and stereotyped schematic diagram in kind of jig formula.

Figure 18 is the dull and stereotyped schematic diagram in kind of groove and tognue type.

Figure 19 is the dull and stereotyped schematic diagram in kind of coupling type.

The specific embodiment:

As shown in Figure 1, illustrate 1: when the time for jig formula English truss flat board with ribbing, each monomer plate is by panel 1 work plane or load face, base plate 2, panel 1 and base plate 2 by several cavity isosceles triangle truss 3 fixedly truss-like be connected, be provided with some vertical applied forces rib 4-supporting-point in base plate 2 bottoms, stressed rib 4 is 90 ° of angles with base plate 2.Be provided with small protrusion platform 6 and correspondence position on the top of panel both sides and be provided with groove 7, protrude platform 6 and groove 7 and mainly be with solving the splicing seams that micro-strain that end vertical applied force rib 4 causes because of machining causes, after protruding platform 6 and groove 7 is connected, then can solve this type of micro-strain.Stressed rib inboard is provided with stupefied 5 of protrusion in the end.After two blocks of monomer plates splice mutually,, utilize jig 9 that two blocks of monomer plates laterally are connected and fixed again as Figure 14.Jig 9 is one as Fig. 7 can process the all-in-one-piece object, the clamp 9-1 that two symmetries are arranged in jig 9, on clamp, be provided with card nose 9-2, have the hole with diameter at Ka Bishang than connecting axle 9-8, utilize connecting axle 9-8 that clamp 9-1 is connected, spreader spring 9-5 is housed on connecting axle, after clamp 9-1 is linked to be integral body, it is put into clamp four directions shell 9-10, on shell 9-10, be provided with microscler shifting chute 9-9, clamp connecting axle 9-8 can move up and down along groove at shifting chute 9-9, when connecting axle 9-8 moves down, spreader spring struts clamp 9-1, this moment can be with clamp shell 9-10 toward interior push-tight, after the push-tight, then jig 9 has tightened and has protruded stupefied 5, at this moment, the locating hole 9-6 that can utilize the locating slot 9-3 that do not have at the clamp sidepiece and clamp shell sidepiece to be provided with, pilot pin 9-7 is as long as push pilot pin 9-7 in locating slot 9-3, then jig 9 installations, remove as need, only need pilot pin 9-7 is transferred to outward, shell 9-10 is transferred to outward along shifting chute 9-9, then spreader spring can be with clamp 9-1,9-4 struts, and takes down getting final product then.Monomer plate width can be by establishing example every the wide specification of 50mm: 100mm, 150mm, 200mm, 250mm, 300mm, 600mm, 900mm, 1200mm.After the monomer plate is pieced together mutually, perhaps can't satisfy building unit and use the cross section requirement, then can utilize the piece bar to squeegee.The piece bar is the wide contour cavity cuboid of a kind of and monomer plate of 10mm, 20mm.The length in the then visual building member of monomer plate length cross section is arbitrarily set, and for example, building member is long 3.65 meters, and then it can be blocked when producing be 3.65 meters to the monomer plate.When building unit is two vertical planes, when routine beam and plate handing-over, can utilize conversion inner corner trim 8 that the plate face is converted to the beam face smoothly, as Fig. 1.Conversion inner corner trim 8 as shown in Figure 9, contact surface at conversion inner corner trim 8 and two monomer plates, be equipped with the vertical rib contour with plate, and be provided with the monomer plate and protrude stupefied 5 symmetrical stupefied 8-1 of protrusion and protrude platform 6, groove 7 corresponding protrusion platform 8-2 with the monomer plate, groove 8-4, in order to guarantee to change the intensity and the stiffness of inner corner trim 8, then in the conversion inner corner trim, be provided with a plurality of diagonal brace 8-3, will change inner corner trim two parts and be slit into several triangles.Conversion inner corner trim 8 and flat board can utilize jig 9 that stupefied 5, stupefied 8-1 are carried out clamping and be connected; When two vertical planes of building unit for can't utilize inner corner trim 8 to connect the time, the two sides of routine post can utilize to connect external corner 10 the monomer plate is connected, as shown in Figure 4 this moment.Connecting external corner section such as Figure 10 is made up of two orthogonal single floors, be provided with and clamping plate protrusion platform 6, groove 7 corresponding protrusion platform 10-3, groove 10-4 in the bight, two single depth of floors are identical with the height of dull and stereotyped rib, be provided with the monomer plate in the inboard of rib and protrude the stupefied 10-2 of stupefied 5 corresponding protrusions, for guaranteeing to connect the intensity and the rigidity of external corner 10, two single floors are connected by diagonal brace 10-1, and connecting external corner 10 can be with all sliceable shaping of the convex of building unit with being connected of monomer plate.When the monomer plate in use, when perhaps length direction need splice, then can utilize bilateral plug, two monomer plates are carried out along its length connection.Bilateral plug section as shown in Figure 8, section is shown in Fig. 8-1, and the opposite side plug is one group of cavity triangle, and the leg-of-mutton shape of cavity should be more smaller than monomer plate internal cavity triangular pockets, quantity is lacked than monomer plate cavity triangle, and can fill in the dull and stereotyped cavity triangular cavity.Length is provided with a vertical plate at the triangle middle part about 200mm, vertical plate height, width are with dull and stereotyped identical, and vertical plate is connected and fixed plug cavity triangle by monomer plate cavity triangular pockets position.When two monomer plates need along its length connection, only need bilateral stifled one triangle is filled in the monomer plate cavity triangular cavity, and allow the adjacent monomer plate of the vertical plate section at bilateral plug middle part, the triangle of another side is filled in the cavity triangular cavity of an other monomer plate, so just two blocks of monomer plates can be carried out connection along its length.When monomer plate during in assembly unit, for preventing that foreign material from entering the cavity triangle inside of monomer plate, the two ends of monomer plate can be utilized monolateral plug to block, monolateral plug section as shown in Figure 8, section is shown in Fig. 8-2, monolateral plug shape is substantially with bilateral plug, and is only short than bilateral plug, and in a side of vertical plate the cavity triangle arranged.

As shown in Figure 2, illustrate 2: when the time for tongue and groove or English truss flat board with ribbing, plate body structure, form of fracture middle part are all with explanation 1, only the both side ends at plate becomes the groove 11 that the end is provided with the cavity type groove and tognue type by the formula with ribbing that illustrates 1, and the both side ends of monomer plate is symmetrical cavity tongue and groove groove type like this.When some blocks of monomer plates need connect, only need first block of monomer plate completed, then tent is filled in the groove of monomer plate groove and tognue type groove 11, tent is the cavity square structure of a cuboid, the recess of two grooves 11 of outer section ratio is smaller after linking to each other, and then the groove 11 of an other monomer plate filled in tent, and allow tent block the groove 11 of two blocks of monomer plates simultaneously, the rest may be inferred.As Figure 15, when needs splice two vertical planes of member, 10 of the conversion inner corner trim 8 that connect two monomer plates this moment and connection external corners are according to identical stressed principle, become the conversion inner corner trim 12 of this example and connect external corner 13, conversion inner corner trim 12 is seen Figure 11 with the profile that is connected external corner 13, Figure 12, be equipped with the protruding chamber that matches with monomer plate groove 11 at conversion inner corner trim 12 with the place that the both side ends that is connected external corner 13 is connected with the monomer plate, during splicing, the tongue and groove groove 11 that only needs tongue to be filled in the monomer plate gets final product, connect and see Fig. 2, Fig. 5, Figure 15, all the other plugs, the piece bar, plate is wide, plate is long all with explanation 1.The angle 12-1 that turns out cloudy of Figure 11 is a bearing diagonal, and 12-2 is a projection, and the connection external corner 13-1 of Figure 12 is a projection, and 13-2 is a bearing diagonal.

As shown in Figure 3, illustrate 3: when the time for coupling type English truss flat board with ribbing, plate body structure, the form of fracture middle part is all with explanation 1, but change to an end in the both side ends of plate by the formula with ribbing of explanation 1 and be provided with anti-L shaped cavity 14, the other end is provided with the corresponding with it L shaped cavity 15 that falls, and anti-L shaped cavity 14 is connected with a swash plate with dull and stereotyped bottom, to increase the rigidity of anti-L shaped cavity 15.Need only to need first monomer completed when horizontally-spliced at some blocks of monomer plates, the anti-L shaped cavity that L shaped cavity hooks first block of monomer plate that falls of second block of monomer plate get final product then, and remaining the rest may be inferred.Last at the monomer plate, for preventing that anti-L shaped cavity and planar surface from forming one and falling L shaped vacancy, need fill in one with fall the identical single member of L shaped cavity 15 and can solve this type of problem.When needs splice two vertical planes of member, 10 of the conversion inner corner trim 8 that connect two monomer plates this moment and connection external corners become this routine half-convergency 16 according to identical stressed principle, half-convergency 16 is L shaped, exterior angle and interior angle are the cavity structure at equal right angle, set up the L shaped cavity 16-2 that matches with anti-L shaped cavity 14, the L shaped cavity 15 that falls at the half-convergency both ends, 16-1 is a bearing diagonal, and profile is seen Figure 13, connects with the connection of monomer plate to see Fig. 3, Fig. 6.All the other plugs, piece bar, plate are wide, plate is long all with illustrating 1.

Claims (4)

1, a kind of triangular truss plate pack zoarium with ribbing is characterized in that: this assembly mainly is made up of panel (1), base plate (3), cavity isosceles triangle truss (2) and bottom stiffener (4); Panel (1) and base plate (3) by several cavity isosceles triangle truss (2) fixedly truss-like be connected, under base plate (3), be equipped with the stressed rib of vertical reinforcement (4) at a certain distance, strengthen stressed rib (4) top and base plate (3) and cavity isosceles triangle truss (2) and intersect at place, del summit; Strengthening stressed rib height should be greater than existing scaffold construction fastener working depth; This plate pack zoarium in both side ends by three kinds of sections: be respectively jig formula, groove and tognue type, coupling type and form; These three kinds of sections all have supporting with it conversion inner corner trim (8), conversion inner corner trim (12), half-convergency (16) and are connected external corner (10), connection external corner (13), piece bar, tent, plug; The piece bar is undersized square shape cavity structure, and height is identical with plate height, and plug divides monolateral plug, bilateral plug; Bilateral plug is the cavity triangle (2) that is similar to the dull and stereotyped inner chamber of triangular truss, its outer triangle area is more smaller than the cavity triangle (2) of dull and stereotyped inner chamber, number of triangles is less than cavity triangle (2) quantity of dull and stereotyped inner chamber, be provided with a vertical junction plate at the middle part, vertical plate height, width are all with dull and stereotyped identical, and monolateral plug then is that bilateral plug is the plane on one side; Dull and stereotyped bottom stiffener is removed a kind of flat board that formation is made of jointly panel (1), base plate (3), cavity isosceles triangle truss (2).
2, assembly as claimed in claim 1, it is characterized in that: described end is the jig formula: stupefied (5) that are provided with protrusion in the principal rod inboard of this flat board two side ends, can utilize special-purpose assorted jig (9) that two adjacent monomer flat boards are connected, jig (9) is made up of square shell (9-10) and the inner clamp (9-1) that is provided with two symmetries, be provided with the side principal rod in the clamp inboard of symmetry and protrude stupefied corresponding groove (9-4), and be provided with and connect nose (9-2), have hole at connection nose center, be provided with several semicircle positioning tracks (9-3) at opposite side; In jig square shell, be provided with a central axis (9-8), connect a pair of clamp by central axis, on central track, be provided with spreader spring (9-5), and be provided with shifting chute (9-9); Central axis is positioned at shifting chute, and central axis is wider than shell, and each card is fixed in the shell two sides.Respectively be provided with locating hole (9-6) in two sides in addition at central axis, in locating hole, be provided with positioning bolt (9-7); At flat board is that an end is provided with small protrusion platform (6), be provided with correspondingly groove (7) at the other end, connecting external corner is made up of two mutual vertical ribs, with the corresponding position of flat board, be provided with stupefied (10-2) of protrusion, two dull and stereotyped middle parts are formed triangle by a swash plate (10-1) and are connected, be provided with and corresponding protrusion platform of dull and stereotyped system (10-3) and groove (10-4) in the bight, the conversion inner corner trim is made up of the rectangle of a unfilled corner, be connected stupefied (8-1) that inboard corresponding position is provided with protrusion with flat board, be provided with and corresponding protrusion platform of dull and stereotyped system (8-2) and groove (8-4) in the bight, two vertical planes are connected by a swash plate (8-3), and its inside is made up of several cavity triangles.
3, assembly as claimed in claim 1 is characterized in that: described end is a groove and tognue type: be provided with cavity tongue and groove groove (11) in dull and stereotyped end, be made up of four square shape cavitys in the tongue and groove groove cavities; The plate inboard is provided with swash plate, openning shape is carried out triangle cut apart, and forms triangle and forms; The corresponding connection is respectively equipped with and the tongue and groove groove protruding chamber of corresponding square shape cavity, dull and stereotyped end (13-1) in the two vertical side outside after external corner (12) is made of triangle (13-2), conversion inner corner trim (12) is provided with convex cavity (12-2) at the corresponding position that is connected with dull and stereotyped groove after being made of triangle (12-1).
4, assembly as claimed in claim 1, it is characterized in that: when described end is coupling type, be provided with down L shaped cavity structure (15) on a dull and stereotyped side end top and be provided with corresponding with it anti-L shaped cavity structure (14) in the end side bottom, this cavity structure is connected it by a swash plate with base plate, corresponding half-convergency (16) is made up of L shaped cavity, the L shaped inside of cavity is cut apart by swash plate, be provided with the L shaped corresponding cavity of dull and stereotyped cavity L shapedly in the L shaped two sides of cavity, the inside and outside angle of half-convergency (16) is the right angle.
CNU2008201177418U 2008-06-16 2008-06-16 Triangular truss ribbed flat plate assembly CN201202269Y (en)

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Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN101852012A (en) * 2010-06-25 2010-10-06 山西惠丰型材有限公司 Plastic exposed concrete building template
CN101922232A (en) * 2010-09-06 2010-12-22 常州市天绿塑业有限公司 Plastic building template
CN105064720A (en) * 2015-07-21 2015-11-18 中铁城建集团南昌建设有限公司 Self-supporting steel bar truss floor support plate support structure
CN106869479A (en) * 2017-01-23 2017-06-20 广州市第四建筑工程有限公司 Bailey bracket sliding formwork system construction method

Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN101852012A (en) * 2010-06-25 2010-10-06 山西惠丰型材有限公司 Plastic exposed concrete building template
CN101922232A (en) * 2010-09-06 2010-12-22 常州市天绿塑业有限公司 Plastic building template
CN105064720A (en) * 2015-07-21 2015-11-18 中铁城建集团南昌建设有限公司 Self-supporting steel bar truss floor support plate support structure
CN105064720B (en) * 2015-07-21 2017-05-17 中铁城建集团南昌建设有限公司 Self-supporting steel bar truss floor support plate support structure
CN106869479A (en) * 2017-01-23 2017-06-20 广州市第四建筑工程有限公司 Bailey bracket sliding formwork system construction method

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