CN1372055A

CN1372055A - Load-bearing element

Info

Publication number: CN1372055A
Application number: CN 01108367
Authority: CN
Inventors: 周儒立; 林正
Original assignee: Individual
Current assignee: Individual
Priority date: 2001-02-28
Filing date: 2001-02-28
Publication date: 2002-10-02
Anticipated expiration: 2021-02-28
Also published as: CN1132986C

Abstract

The load-bearing member include two spaced face plates and at least two weight-bearing components between two spaced face plates, said weight-bearing component is partially fixedly-connected to the ajacent face plate, and between of weight-bearing components and between of weight-bearing components and face plate are formed into receiving spaces, so that the above-mentioned structure can make load-bearing member possess high compression strength and stretching resistance, and can be extensively used in various walls, floor slab and pavement.

Description

Bearing carrier

The present invention relates to a kind of bearing carrier, particularly relate to and a kind ofly have quite high crushing resistance, anti acid alkali performance and tension stress characteristic, and applicability bearing carrier widely.

In building operations, each is as the building structure of different purposes, its the bearing strength that must reach, can be different because of looking its suffered pressure or shearing, on the surcharge of building structure simultaneously, as aspects such as sound insulation, fire prevention, environmental protection, recently also more paid attention to, so, consider that at the function and the character in the paving of various carrying walls, panel wall, floor plates, road or bridge industry develops then and suitable structure.

General carrying wall is owing to having preferable compressive resistance, so it is mainly formed by concrete and reinforcing bar construction, so that this carrying wall can have preferable compressive resistance.And for the setting of indoor panel wall, because the requirement of its bearing strength is not high, and simultaneously again because of considering the convenience of carrying and construction, and invent out the lightweight compartment wall, as shown in Figure 1, this lightweight compartment grout wall structure 1 is made up of a plurality of cell body 11 shown in the figure (only illustrating 4 among the figure), each cell body 11 all includes relative sheet material 111, these sheet material 111 dual-sides are provided with

skeleton

112, and 111 of this relative sheet materials are provided with the Poly Foam layer 115 that two grout blankets 114 and are located in 114 of two grout blankets, the two ends of skeleton 112 offer perforation 113 simultaneously, in addition, when desiring to make these cell body 11 can form a metope, establish these cell body 11 are folded in twos, these are foldedly established 11 of cell body that form and are formed with spacing simultaneously, and these spacing both sides are provided with shrouding 116 in addition simultaneously, can be in utilizing this perforate 113 to be filled into concrete grout in the spacing, and then finish a lightweight compartment wall construction 1.Owing to be not provided with the member that can bear pressure in the cell body 11 of aforesaid lightweight compartment wall construction 1, so, the intensity that general lightweight compartment wall construction 1 can bear pressure is not high, cause it can only be applicable to panel wall, relative floor plates with powerful support strength or carrying wall then can't use the described lightweight compartment wall construction of Fig. 1 when construction.

As shown in Figure 2, this floor plates 2 includes a plate 21 that forms a plurality of grooves 211, one is arranged at the wing reinforcing bar 22 on this plate 21, and the concrete 23 of filling on plate 21 and wing reinforcing bar 22, this wing reinforcing bar 22 comprises a plurality of straight reinforcing bars 221 that are arranged at respectively in these grooves 211, and a plurality of cross reinforcements 222 that are connected with these straight reinforcing bar 221 cross fixation, to constitute the floor plates 2 high than 1 intensity of panel wall described in Fig. 1, but, this floor plates 2 must be provided with wing reinforcing bar 22 on plate 21 when construction, straight reinforcing bar 221, and cross reinforcement 222, so, in construction, comparatively bother and difficulty, simultaneously, therefore floor plates 2 causes it also can't be used in the paving of road or bridge at building and construction forms again.

In addition, for the paving of road that must bear quite big pressure or bridge, its prerequisite supporting capacity also relatively improves.Usually the paving of road or bridge forms an asphalt surface with asphalt paving, though this kind structure has powerful compressive resistance, but this kind road surface is very easy to heat absorption, cause the road surface to raise along with the rising of temperature temperature easily, in addition, this asphalt surface seems some deficiency for the compressive resistance of single-point, so, we usually can find that asphalt surface has the hole, hole and produces, and in the time of on travelling on this road surface, have uncomfortable sensation.

Yet aforementioned general structure still has some disappearances, 1 in practicality) scope of application is limited.Because aforementioned carrying wall, lightweight compartment wall, the floor plates mentioned, and the structure in the paving of road and bridge, can because of its etc. institute's bearing strength that must reach all inequality, and then make the building materials of these structures of construction also inequality, so, the building materials of construction lightweight compartment wall can't use on carrying wall and floor plates, and the relative road and the paving of bridge also can't be used on other structure, so the scope of application of aforesaid each structure is all restricted.2) intensity a little less than, application life is short.Because general carrying wall, lightweight compartment wall, and floor plates is after construction is finished, be arranged in its structure, the reinforcing bar and the concrete grout of this structural bearing intensity have been improved, because the moisture content that is contained in the air can be invaded in this structure, cause reinforcing bar and solidify after concrete grout have corrosion and the situation of peeling off takes place, and then cause this structure bearing strength to reduce, cause application life also along with reduction.3) easily cause the pollution of environment.Because general carrying wall, floor plates, and the lightweight compartment wall is when construction, all need utilize reinforcing bar or concrete grout to replenish its integral intensity, yet, reinforcing bar must be via the refining of steel mill, and concrete grout must be exploited the sandstone in the rivers and creeks, so, the waste gas that steel mill is produced when making reinforcing bar, promptly can cause the pollution of air, the resource that the sandstone in the exploitation rivers and creeks then can consume natural environment, so, the general supply carried wall, lightweight compartment wall, and the building materials of floor plates all have the disappearance that easily causes environment pollution.4) cost is higher.According to the required bearing strength of foregoing various buildings, and construction has multiple different structure, and these structures only are applicable to the thing of building of qualification, must be according to work items, and make specific material, can't application plan production, and make cost improve.

The objective of the invention is, provide a kind of and have quite high crushing resistance, anti acid alkali performance and tension stress characteristic and with applicability bearing carrier widely.

To achieve these goals, bearing carrier of the present invention includes two separately panels, and at least two loading parts.These loading parts partly are fixedly connected on the adjacent panel, and make between these loading parts and panel and all be formed with a plurality of accommodation spaces.By said structure, make the present invention have the quite high resistance to pressure and the characteristics of tension stress, and then can use various metopes of construction and road surface, reach high crushing resistance, anti acid alkali performance and tension stress characteristic and applicability effect widely.

The present invention is described in detail below in conjunction with drawings and Examples.

Fig. 1 is that the textural association schematic diagram of No. 403803 " lightweight compartment grout wall structure " is announced in Taiwan;

Fig. 2 is the structural representation of general floor plates;

Fig. 3 is the three-dimensional exploded view of a preferred embodiment of the present invention;

Fig. 4 is the part sectional schematic diagram of a preferred embodiment of the present invention;

Fig. 5 is the user mode schematic diagram of a preferred embodiment of the present invention;

Fig. 6 is another user mode schematic diagram of a preferred embodiment of the present invention;

Fig. 7 is a user mode schematic diagram again of a preferred embodiment of the present invention;

Fig. 8 is the part sectional schematic diagram of another preferred embodiment of the present invention.

As shown in Figures 3 and 4, bearing carrier 3 shown in the present embodiment includes two separately

panels

31,31 storehouses of two panels have the loading part 32 of three wavy metal sheets, these loading parts 32 can be fixedlyed connected with adjacent panel 31 with the edge face 321 of its protrusion, and 32 of adjacent loading parts respectively are gripped with a sheet metal sheet 34, and make these loading parts 32 and panel 31 and loading

part

32 and 34 of sheet metal plate all be formed with accommodation space 35, offer a plurality of perforates 30 on above-mentioned loading part 32 and the sheet metal plate 34, so that being, each accommodation space 35 is connected, and in these accommodation spaces 35, pour into the foaming body (not shown among Fig. 3) of non-chloro-fluorocarbon compound, and foaming body 36 can be by these perforates 30, the rapidly complete all accommodation spaces 35 of filling, make the air and the aqueous vapor that originally are full of in accommodation space 35 be able to whole discharges simultaneously, after this, again in two panels, 31 corresponding peripheries (present embodiment has four limits) block side plate 33, so, can prevent that all loading parts 32 and sheet metal plate 34 from getting rusty and destroy whole structure.Become wavy loading part 32 by 31 folded intrinsic sections of these panels, can be when bearing carrier 3 be subjected to extraneous pressure or tension force, can make simultaneously the decomposition of pressure and tension force and be dispensed to loading part 32 everywhere, the pressure and the stress that bear everywhere diminish, so that this structure becomes the compression-resistant structure that can bear quite big pressure and tension force, simultaneously, bearing carrier of the present invention by Foundation Corporation Metal Ind. Research Dev. Center with area 30m2, the volume of height 7.5cm is accepted pressure test, can reach the compressive resistance of about 60000kg/m2, thus, bearing carrier of the present invention can be by the crushing resistance that it had, and then replace building materials partly for building, and make the intensity of building structure stronger.

And, these panels 31 are that employing phenolic resins is base material, and add on a small quantity and push away the nanoscale macromolecule polymeric material that the folded nanoscale clay that forms is aggregated into by countless magnalium sand hydrochlorates, be a kind of waterproof because of phenolic resins again simultaneously, acid and alkali-resistance, difficult combustion, low price, the material of high rigidity, the rigidity of structure can be significantly improved thus and material cost can be reduced, in addition, because foaming body 36 is the fire prevention of high rigidity, the non-chloro-fluorocarbon compound of acid and alkali-resistance, when its filling during in 32 of these loading parts, except the compressive resistance that can strengthen bearing carrier 3, can prevent that more these loading parts 32 from damaging because of the corrosiveness that is subjected to various environmental factors.Because the material of these panels 31 and the filling of foaming body 36, make bearing carrier 3 more improve rigidity and increase waterproof, acid and alkali-resistance, and multifrequency nature such as heat insulation.

As shown in Figure 5, because bearing carrier 3 of the present invention has the quite high crushing resistance and the characteristics of tension stress, so, when being used in carrying wall or lightweight compartment wall (present embodiment only is illustrated the lightweight compartment wall), only need after skeleton 6 is provided with the location, directly bearing carrier 3 is layed in skeleton 6 both sides, and utilize affixed assembly 5 with skeleton 6 and bearing carrier 3 location that is mutually permanently connected, so can finish one and have crushing resistance and the good lightweight compartment metope of tension stress concurrently, need not to re-use the material that reinforcing bar or concrete grout etc. destroy environment, has waterproof in addition because of bearing carrier 3 of the present invention simultaneously, acid and alkali-resistance, reach the heat insulation effect that waits, so, more can prolong application life of this lightweight compartment wall.

As shown in Figure 6, bearing carrier 3 of the present invention can be used in floor plates in addition, it mainly directly is layed in bearing carrier 3 on the reinforcing bar structure 7 of each floor, and according to its quite high resistance to pressure that has and tension stress and waterproof, acid and alkali-resistance, and characteristics such as heat insulation, except make laying floor plates that the constructor can be more fast, more can make it have the effect that prolong application life.

As shown in Figure 7, when the present invention knows that bearing carrier 3 is used in the paving of road or bridge (present embodiment only is illustrated the laying of road), being about to the panel 31 of bearing carrier 3 earlier is processed into coarse form and (is prior art, so no longer describe in detail at this), so as to improving the frictional force that it has, can be equipped with on the road structure 8 of multilayer sandstone on ground afterwards, the bearing carrier 3 of right quantity is put in the shop, and connect with another connecting piece (not shown) in 3 of two adjacent bearing carriers, so can finish the paving of road fast, relend bearing carrier 3 simultaneously and have quite high crushing resistance, tension stress, and waterproof, acid and alkali-resistance, reach characteristics such as heat insulation, do not have the hole, hole on the road surface of road and produce and make, and then the enjoyment that enjoyment that the driver can be more comfortable and safe is driven.

As shown in Figure 8, the disclosed bearing carrier 4 of present embodiment, still include two separately panels 41, and at least two loading parts 42 that are stacked over 41 of two panels, its difference is in this loading part 42 and is formed by a sheet metal sheet 421 bending storehouses, simultaneously, also be formed with a plurality of perforate (not shown)s on these metal sheets 421, and this 421 of metal sheet that are the storehouse shape is formed with accommodation space 45, and above-mentioned accommodation space 45 all also is filled with foaming body 46, can reach aforesaid high rigidity equally by said structure, waterproof, acid and alkali-resistance and multiple efficacies such as heat insulation.

According to the above description, the present invention and general technology are done one relatively, when learning, the present invention has lower really Be listed as described advantage and effect: 1) applied widely. Because bearing carrier of the present invention has quite high resistance to compression The property and tension stress and waterproof, acid and alkali-resistance, and characteristics such as heat insulation, and make its can be used widely the carrying wall, Work of light partition, floor plates, and the paving of road and bridge etc. need possess on the structure of bearing capacity, and then The building materials of having avoided general each structure are different disappearance all, reaches the wider effect of the scope of application. 2) make Long with the life-span. Structure of the present invention and material have high strength, high rigidity, and waterproof, acid and alkali-resistance, anticorrosion And have the characteristic such as heat insulation, sound insulation, and the erosion that can resist external vertical many environment, the rate that reduces the wastage, and then can prolong Service life. 3) meet environmental protection trend. Because the present invention need not use reinforcing bar and cement, can reduce the rivers and creeks sandstone Take, and refining reinforcing bar time institute understand the exhausted air quantity of discharging, more can save electric power and fuel energy simultaneously and transport and support The consumption in source so can reach the requirement of environmental protection really. 4) reduce cost. Because purposes of the present invention is wide, can Planned production, and reduce manufacturing cost, and because of the about New Taiwan Currency 3200 yuan～3000 of the cost on the every level ground of material of the present invention Unit, than 3450 yuan low of general RC material cost New Taiwan Currencies, adding construction period of the present invention need not have one of concrete again The curing time of the moon so the present invention only need can finish the time, needs 1 month general knot compared to man-hour Structure, the effect that really can effectively reduce cost.

Claims

1 one kinds of bearing carriers include two separately panels, it is characterized in that:

Describedly wait that storehouse has at least two loading parts between panel, and the described loading part that waits is fixedly connected on partly on the adjacent panel, and make described wait to reach between the loading part between loading part such as described and panel all be formed with a plurality of accommodation spaces.

2 bearing carriers according to claim 1 is characterized in that:

Described loading part is a wavy metal sheet, in addition, is gripped with a sheet metal sheet between two adjacent loading parts, and also is formed with accommodation space between two adjacent loading parts and sheet metal plate.

3 bearing carriers according to claim 1 is characterized in that:

Described loading part is formed by sheet metal sheet bending storehouse, and aforesaid accommodation space is formed between the metal sheet that is the storehouse shape.

4 according to claim 2 or 3 described bearing carriers, it is characterized in that:

The described grade on the metal sheet offers a plurality of perforates, so that described each accommodation space is the aspect that is connected.

5 according to claim 1 or 2 or 3 described bearing carriers, it is characterized in that:

Two panels has corresponding periphery, and block has side plate between the periphery of two panels.

6 according to claim 1 or 2 or 3 described bearing carriers, it is characterized in that:

Be filled with foaming body in the accommodation space of described part such as loading such as grade.

7 bearing carriers according to claim 7 is characterized in that:

Described foaming body is non-chloro-fluorocarbon compound.

8 bearing carriers according to claim 1 is characterized in that:

Described panel is base material with phenolic resins, and adding nanoscale clay aggregates into the nanoscale macromolecule polymeric material.