CN1138899C - Arrangement at wall support - Google Patents

Abstract

The present invention relates to a novel system for mutually joining together prefabricated or on-site cast walls (1, 2) and floor structures (4, 5). Preferably, single-course walls are cast with attached insulation and thin-plate floor structures which are supported on tooth-like projections (15) created at the ends of the floor structure by means of recesses (16). These projections are received in recesses (14) provided in the walls, with the possibility of resilient attachment and the provision of centric loading. In turn, the walls subject each other to load centrally and vertically through contact with the respective top and bottom surfaces of the tooth-like projections (13). The tooth-like projections (13) of the walls extend through the recesses (16) in the floor structure plates. The element parts can be locked together by virtue of the different geometries of said tooth-like projections and said recesses respectively. The walls can be constructed in the total absence of thermal bridges caused by concrete encroaching on the insulation (8).

Description

The device at wall support place

Technical field

The present invention relates to a kind of device, or system, the various members that are used for being bonded with each other are such as wall, building building block and grade beam spare.

Background technology

The example of existing various technology:

Under the situation of prior art, an eyelet that extends longitudinally flatly is formed on the wall, is used to put an intermediate floor member.

This floor member must not be fastened on the wall at its position that is supported, and the two tears various bad power and the moment of turning on the effect that comes floor member and wall so that avoid playing.

Therefore, the wall plate is at the wall of packing into around the supporting member and on the plane of bending of above extension.The corresponding bottom of covering wall on each must be given a corresponding shape.Cover wall on these and can can't help the floor member supporting, but should just load on the wall that respectively underlies.Owing to the thickening wall concrete that this geometry causes can be occupied the isolation layer that is positioned at outer wall, so that this isolation layer will be thinner than another opposite situation significantly.This also can cause a kind of bad heating power distributary phenomenon among the wall construction.Some examples of this respect are shown among Figure 28 A and 28B of the present patent application, and among Fig. 5 of patent specification SE 501752 and 10.

The floor member supporting is on Qi Geliang spare.Therefore, because ground upward pressure and/or wind carry the horizontal force that caused is delivered on this member via the bottom surface of each beam spare.When employing has each stiffening girder spare of relative more weak flange, must strengthen the end of described each beam spare so that tackle the strength that acts on prejudicially with respect to the member flat board.Wall is provided with a horizontal groove or eyelet, adapts to the whole thickness or the height of floor member.

The aforementioned sweep of crossing the concrete wall plate around the floor member supporting member can cause coming since on cover the effect downwards of each wall strength, a kind of asymmetric, along the load of vertical direction effect, cause bending and flexing simultaneously.This supporting capacity for wall has harmful effect.

These asymmetrical bending forces are overcome by each the vertical tee girder spare web that each concrete wall plate is provided or has an even setting.These webs generally have the center distance of a 600mm.Ask for an interview Figure 28 B of present patent application.

These stiffening devices also can be occupied isolation layer and be produced the heating power distributary phenomenon.They also must resemble is strengthened the beam spare, thereby has increased cost.

Celluloid plastic is produced to such an extent that have at those and remain some grooves into the position of each tee girder spare web fill concrete.This work also is that spended time and cost are very high.

The other example of existing various technology:

Be included in this application among Figure 29 meet the outer wall joint of patent application SE 9100825-0 and a cross section view of middle floor joint.Outer wall has a concrete bearing plate that is provided with from the outside.The ancon shape reinforcement of this concrete plate is as a floor member supporting member.

The floor member its along the whole width upper support of wall on its concrete plate.

Although the supporting member of certain form is placed on the contact area between wall concrete and the floor concrete members, but still obtain a kind of heating power distributary phenomenon of the worst class.Secondly at first, concrete is gone up the inside that puts in building fully from the outside substantially, and, in fact be positioned near the floor member supporting member and this member with next quite on that part of wall within the distance without any isolation layer.This structure also can cause the off-centre carrying of wall plate.

Various sound transmission problems

When each floor is when approaching the separation of floor member by lightweight, just to be difficult to reach effective sound insulation between contiguous floors.Particularly be difficult to isolated impact sound, such as the sound that produces by walking etc.The impact sound pulse is construct noise basically.Therefore wish at described each supporting member place floor member plate completely cut off with each wall and come.

But, a problem in this respect is that floor member and each wall must be bonded together so that obtain a kind of firm building structure.In current technology, such as described by patent application SE9100825-0, wall and floor member are cast in together, have promoted transfer voice like this.

The present invention provides solution to this problem.

Variety of issue with pressure correlation on the ground in the building basis.

Under the situation of backfill type wall, such as about split level house, one be used to crawl the volt space structures-or the bottom girder and of the floating floor of basement floor member-top on cover between the walls steadiness and compactness be unapproachable, if bottom girder and wall the two all bear serious ground upward pressure.

Hope guarantees that horizontal load acts on respectively among building supporting bed course and each intermediate floor member plate.Statistically as seen, bottom girder or Ji Liang can cause a kind of joint with engaging of between the walls, make to be difficult to prevent that beam spare is pressed into floor by the ground upward pressure.So in fact all splitlevel building is all built to such an extent that have ground panel piece or a bed course.

New installing and heating idea are when the basement floor is a kind of floating structure, even some great advantages also are provided in the building of these types.

A kind of solution is, directly settles exterior wall and do not use bottom girder on a bed course.But, this can throw into question aspect construction floating basement floor member.Under any circumstance, the essential for this purpose supporting beam spare that uses is each place, end at basement floor member at least.These members are built problem and also can be run among the building that does not comprise the backfill type wall.

The present invention also provides solution to these problems.

Also wish the two each member engages of wall and floor member is in the same place, so that the depression that building will the impedance surrounding soil.

The present invention has also solved this problem.

Summary of the invention

The objective of the invention is, improve being connected of floor member and between the walls, and eliminate at the supporting member position thickening concrete needs of wall and carrying on the wall needs for vertical tee girder spare web.

Another purpose is to eliminate the existence of heating power distributary phenomenon fully.According to the present invention, the concrete plate is covered by a kind of atresia isolation layer of uniform thickness basically under the situation of the linkage that does not have outwards to conduct heat.

Another purpose of the present invention is vertical load centrally to be introduced the concrete plate of described wall.

Another purpose of the present invention is, is provided for connecting the various solutions of wall and floor member, and they will improve steadiness by the horizontal strength of transmission.

A project is again, reduces the quantity of the required supporting beam spare of floating basement floor.

The invention provides a kind of device that a floor member and a carrying wall that extends along vertical direction are bonded together of being used for, wherein wall comprises the separated groove of a series of along continuous straight runs; Wherein series defines the wall bottom that a wall top and one that is positioned at described series top is positioned at the series below; Wherein each wall part between each groove, form vertical direction, the contact of load transmission property; Wherein the floor member comprises that one has the floor member plate of each dentation, and each dentation is near protruding in the plane of floor member plate on the plate edge of wall, and one at each to the groove between the close mutually dentation; And wherein each dentation is fitted among each wall groove and is supported by the base part of described each wall groove, it is characterized in that the height of each wall groove exceeds the vertical height of each dentation on the described floor member plate.

Floor device of the present invention comprises at least one carrying plate or flat board, as the supporting member that covers wall on each, an and member that is used as at least one floor member, wherein the floor member comprises: at least one carrying plate or flat board, each the single course wall that preferably has appended isolation layer, and the flooring plate is laid on each the thin plate floor member on it.Its seat is placed on each wall and can gives attaching and form center loaded by elastic type.These walls this on vertical direction each other along center loaded.Each member can be locked in together owing to the different geometries of each attachment device.When building with the concrete component that has concrete wall and concrete floor such as basement, split level house, multilayer suite building, single-family dwelling and unit building, according to current technology, all adopt through heat insulation concrete wall and dissimilar giving and make the floor member that forms.The heating power distributary phenomenon is one of problem of being subjected to of this structure.

Done contrast for following two kinds of situations especially, i.e. single course concrete wall at isolation layer attaching place and the molded wall thereon of this isolation layer:

The concrete plate of outer wall-this concrete plate is usually in the face of the inside-as a kind of supporting arrangement of each floor member, and as on cover a kind of supporting arrangement of outer wall, these walls itself support any other each floor and roof again.The outer wall isolation layer be in the face of the outside and be furnished with a kind of suitable face coat.

The purpose of improving floor member and between the walls attaching reaches as follows, that is: make the supporting wall concrete plate top edge and/or on cover the concrete plate bottom margin of wall and floor member each end all have and be interrupted some grooves or the opening that occurs, all fit each other and have crenelation shape between each the roomy interval merlons that is similar to a Zhi Qiang.This structure also can be spliced with a kind of cabinet maker, such as a kind of dovetail type joint, mentions in the same breath.

An embodiment demonstration:

The carrying wall is given one so highly, cause the top edge of its concrete plate to reach certain level, occupy below the top edge of the concrete plate that belongs to floor member many rectangular recess of configuration or eyelet on described wall plate top edge a little.These grooves have a vertical height or a degree of depth, corresponding to the bottom margin of the concrete plate that belongs to floor member.

The concrete plate that belongs to floor member is given length so, causes its each end can stretch out the concrete plate of described wall a little, perhaps crosses whole described plate, such as through to its external margin.The plate that belongs to the floor member is arranged on and props up near member, have corresponding each rectangular recess, its degree of depth reaches the internal edge of wall plate at least, as the along continuous straight runs finding, this is in the remaining concrete at each place, end of floor member, along the wall plate, be given an extension, corresponding to the length of each corresponding recesses on the wall plate.

The what is called that belongs to the plate of floor member respectively is fitted into each groove the inside of wall concrete plate with tooth ends, be placed on the bottom of each corresponding recesses on the wall plate with the tooth portion of respectively the supporting seat of floor member plate.

Be derived from the supporting force of floor member thereby centrally be passed to the wall plate basically, have this moment one such as covering on the straight bottom margin of a level on the remaining concrete top edge that the wall seat is placed on lower walls wallboard spare and do not touch or load on the floor member, and centrally with vertically load is sent to the wall plate that underlies basically.A kind of elastomeric material can with respect to the load-bearing wall centrally be seated in floor member bearing below will centrally be delivered to the load-bearing wall and be got on so that guarantee to be derived from the strength of floor member.This can make the floor member can be in response to the useful load of varying strength, in both cases, rotate in the supporting-point place or twisting and not locked and fracture.

This also makes it possible to use the floor member of being made up of each thin plate that has each stiffening girder spare, and make the floor member to be seated on each supporting member and not on each floor joist spare, do not make floor owing to being the fixed risk that is fractureed that has with its each concrete thin plates.

Several advantages have been formed like this.The horizontal applied force that is derived from ground upward pressure or wind-force can easily be transferred to floor member plate and get on, and the latter will bear the active force at center basically subsequently in described plate plane.These power can be tackled by means of thin-slab structure, and this just represents to save to some extent on the material.

The supporting member that has a sparse profile of tooth makes horizontal force can be delivered to from long wall easily that described plate gets on and the herringbone wall gets on, and vice versa, so that improve steadiness.

Floor member can overturn and make plate or towards the top or towards the below.

Plate is locked with the effect that overcomes separation force with stop moving that heating power was caused, such as the embolism among each groove or the eyelet on the respective members that is bonded on floor member plate and wall plate top edge by means of some at the position of described supporting member securely.

Each upper and lower wall also can be fixed in the corresponding way, has been cast in some embolisms on the wall plate by means of the position at described supporting member.

Band tooth supporting member on herringbone and long wall locks floor member plate thereon and securely also at wall upper edge fixed wall, so that the maintenance wall is in place and reduce the quantity of required joint.

Each corner also can be fixing like this.

The step groove:

Be arranged on and also can have bigger horizontal depth on the floor member plate, so that obtain at the wall plate with an interior gap.

This bigger degree of depth can have than the little length extension, groove length extension along the carrying wall, so that form a kind of step groove, play the supporting or the effect of fixed component, locate to have to contact in each end of groove between the concrete plate of described wall and the floor member plate.

Wall can be used for being connected such as cable (or permanent) wall socket in activity with gap between the floor member plate.In addition, the gap can be used for transmitting heating and vent air to house from a hollow floor member.

" band tooth " according to the invention structure in addition:

Make a floor member be placed at wall and floor member respectively put possibility among the groove also open the possibility of another kind of novelty, wall and floor member be locked to each other and do not use aforesaid embolism.In addition, it can make the use of embolism be confined to fixedly floor uniquely to each wall spare of floor.

The upside of each wall can be locked in the short side and the long side of each floor member effectively, and mode is: when watching in the plane, the dentation that gives floor member is with swallow-tailed form.Each side of projection is made vertical substantially, or favours vertical plane a little and put toward each other with the dovetail shaped form.The wideest part of dentation constitute the floor member the end or, under present case, constitute the outermost portion long side of floor member, the long side of member along a carrying wall place.

It seems with the top each side of wall plate upper groove, is given corresponding tilted shape, so that the narrowest part of groove is towards floor member plate.

Can prevent that like this wall from separating from the floor member.

Wall can not outwards or inwardly or on side direction move.

Can provide many possibilities that wall and floor member firmly are bonded together like this.

A kind of such possibility finds expression on corresponding each member part and makes each groove, and its precision that has causes requirement floor member Jing directly to offer the wall plate and puts in place on the wall plate.

Another possibility is that cast engages preparation in the space that comes across between each side wall and each floor member, each dentation or each side.

Another in addition possibility is to form joint elastic and acoustic characteristics.

Some inserts are fitted between each side of dentation of wall spare and floor member to replace aforesaid joint preparation.

Different thickness mutually be made and can be given to these inserts can by elastomeric material, so that allow the space that change is arranged slightly.

Rely on that the gap is left in floor plate top and in the gap each side edge and below supporting member, embed the elasticity insert, caused a kind of flexible connector, this point is the prerequisite of subduing sound.Simultaneously, also cause effective joint the between long wall and the gable wall, so that obtained firm structure.Each floor member is bonded together to obtain dull and stereotyped effectiveness in common mode.

For the ease of transportation, wall spare and floor member will have the width of 2.4m usually.This width is selected as an example, because it is fit to the modular system of 0.3m.2.4 this numeral can be with 8,6,4,3 and 2 " five equilibriums ", thereby can form many combinations that do not comprise the odd number measurement result.

One comprises a comparatively wide thin beam distance in the time of can giving than each beam spare towards the top towards the floor member of each stiffening girder spare of below, generally be a 600mm, the center to center spacing, for providing supporting to a floor plate, this is essential.One has the width of 2400mm and has towards each beam spare of below and the floor member that disposes three stiffening girder spares generally the spacing that draws or be at interval, 400+800+800+400=2400, thus the floor member will have the spacing of the c/c800mm after quilt is equipped.

If just like situation of the present invention, each beam spare is given the spacing of a 300+900+900+300=2400mm in addition, each outside beam spare of adjacent members will be more close mutually with the distance of 600mm.This another kind of interval or spacing provide the other advantage.

Because the edge of the long side of each beam spare relatively more close unit plate will be so the formed ancon of floor plate of origin bootstrap loading situation will be lacked when each adjacent members of contact.So just increased the rigidity aspect the load transmission, and formed connection comparatively strong between each member and caused floor member comparatively firm on kinetics thus.Member also is stronger for torsion, and therefore has the big impedance for vibration force.

This replacement scheme also has another favourable effect.

The two all is given the width of 2.4m and when centering is put each other in the front side when wall and floor member, on the beam of 900mm is formed in floor member plate between each floor bearing apart from the groove that can make two broads.According to the present invention, be positioned among these grooves belonging to each dentation on the plate that carries wall.These projections have constituted the supporting that is used for covering wall.

Each this wall plate is supported symmetrically by two supporting members, and this is very desirable from the assembling aspect.These big must being enough to of surface make it possible to cause a building to have the building of four floors at least.In a kind of building partition wall design, it is thicker that floor member plate is done than at the example of the aforementioned purposes that is used for eliminating the noise, can make the dentation of carrying do narrowlyer and thus thereby for the longer dentation on each wall spare provides the domain, so that use bigger load.

Will find out, the building of building height like this why may, be because: according to various solutions provided by the present invention, all load all centrally acts on the wall plate.

Face the skew spacing of wall about the floor member:

The present invention also provides a kind of useful method of fixing and locking multiple member part.Examine or check a carrying wall that is used for the floor member.If the joint of wall spare is moved such as half pitch with respect to floor member in the above example, thus each wall joint will centrally be positioned at corresponding each floor member center below, then each wall spare will lock each floor member, and vice versa.

Each floor component connector will be provided with to such an extent that be centered in a wall spare and between two dentations of this wall spare.

Have, the outside dentation of each of a floor member will be held in place two wall spares and can prevent that these two wall spares from moving and come again.

Each edge of floor member locks corresponding each wall spare in the same way.

Wherein the above solution that obtains supporting member with dentation certainly by be floor member plate and on cover the wall plate the two be provided with some grooves and be achieved by corresponding each dentation that a straight upside is set for the wall plate that underlies or the less degree of depth is set.

The contact surface of the upper and lower wall between each area supported of floor member also can be made on several adaptive mutually levels, to avoid horizontal movement and to make it possible to transmit horizontal force.

The present invention was covered when forming an installing space the floor of the volt space structures of crawling below a basement floor resembling one such as hope, and meaning is affirmed by supporting each the floating floor member in the basement floor.

According to above-mentioned, also wish to reduce the quantity of wall joint and thus outer wall directly is placed on a fardage or the similar device.

A kind of semidetached house or flat-top house of separating wall that have proposed.

According to the present invention, basement floor bearing is not the floor member on seat beam spare of supporting, and is arranged among each groove that is formed on the wall plate.Though this bearing method also can be used in the place, the other end of floor member, following method is also put into practice more real.

Installation is propped up seat beam spare from lay.Be raised and be bearing in the outer field side, house or the outside subsequently through the first wall spare on the wall that dissects.

Floor member is lower than its left end slightly with its left end during by hoisted in position.The left end of described member is embedded into each groove, and then member is fallen to putting in place, at first is put on the bottom of corresponding each groove, yet falls on the supporting beam spare, and the latter is made by concrete under illustrated case.

When hope when this stage installs in the middle of first floor member, wall spare will raise up.At this moment, two sidewalls can common mode support withstands floor member, and that middle floor member is assembled is in place.Next floor member is equipped with the same manner.These members subsequently can be bearing on those equipped good members at first.

This simple process only need be at a supporting beam spare at floor member one end place.Along the long side of floor member without any need for supporting, therefore need be at the supporting beam spare of these positions yet.When middle floor connect structure and will be supported by " the long side wall spare " of each wall, these wall spares were laid in place before the intermediate floor member.

Each wall spare also can replace a single wall spare.This wall spare can be flatly or is transported on being erected at its long side the time.Main loading and unloading possibility will be depended in residing position when wall spare transports.Though list of drawing is understood one or two floor room, will be understood that, these wall spares also can be used for building a building three-storey building when needed.

Wall spare also greatly improves for the bearing value of vertical load, because the zone between each groove is made up of disengaged concrete, and because of the enhancing of can being pressurizeed of described zone.

Other wall spare geometries about average heights of ceilings.

Such as under the situation of 2.4-2.5m heights of ceilings, the height with wall spare of toothed top and bottom side will approximately be 2500+400+80＜=3000mm.

Wall spare with width 3m can transported on a truck flat board in most industrialized countries under the special permission situation.When each wall spare is transported when seat is placed on the edge, the overall height of vehicle will approximately be 4350mm.This requires vacant height is 4.5m, and it is along the line that this vacant height appears at the arterial highway and the highway of the industrialized country that meets afore-mentioned, although be not like this in the East European countries.Proposed to be used to interconnect the configuration of the dentation of various members according to the invention.This solution allows to use general bottom girder and use the general upper floor wall spare that has straight top and bottom portion edge surface among the illustrated example in one or two floor room.It will be appreciated that at one's discretion some toothed member connected modes are arranged, adopt a kind of clamping to realize the connection of bottom, house hermetically-sealed construction effectively.According to the present invention, the counter-rotating of wall dentation configuration can make the upside of bottom girder become straight.

Keyhole

The area supported of wall spare upper groove has also been done further development in the present invention.

Among the every embodiment that mentions, adopted embolism and groove to fix various member parts in the above.But, in the method for this use band groove bearing, still wish to tighten up and each member of elastomeric bearing fairly simplely He more effectively.

One support projection of seeing floor member with dovetail shaped support projection has in the plane been proposed, and the respective slot on the wall spare.Illustrated wall groove be higher than two support projection thickness a little and have branch other, the Different Plane cross section two-layer.The width that the upper strata has is just over the Breadth Maximum of support projection or tooth portion.Each side of lower floor adapts to each side of support projection.

From the side of floor member, groove has the keyhole form.

One elastomeric bearing insert can be placed in the bottom of supporting member.

Having proposed after equipped floor member an insert inserts down between described each side.

Other aforementioned advantages that adopt a kind of swallow-tail form supporting member to be obtained are applicable to other aspects.The supporting tooth portion of other shapes also can contemplate.Analogy, when seeing from above, tooth portion can have T shape, perhaps its each side can be crooked, and on wall spare bearing the wideest part in the inside.

Engage and lock vertical wall spare part

It is highly important that, joint preparation between each vertical power transmission contact site fills up whole superficial area and do not run out of each joint when building, and, described joint preparation will be not can be such as because non-homogeneous each the wall spare part contact surface that is heated mobile and cracked.

The dentation of wall plate is provided with a groove, is used for keeping off in joint holding the joint preparation.On cover, upright wall spare can comprise the groove that a corresponding adaptive groove or extends longitudinally on its bottom margin surface.

Be to prevent that bottom and top wall from contacting in the mode of being tightly connected fully in principle, should between opposed bottom and two surfaces, top, be extruded but engage preparation, so that be engaged that preparation will be full of depression fully and unnecessary agent material will ooze out by the gap between described each wall spare part.Distance between each wall portion is divided is by determine that such as each plastics spacer block the latter is placed on each flat surfaces and plays the effect of supporting wall spare till engaging the preparation sclerosis when general assembly.Cause a kind of strong joint like this, simultaneously each wall spare is partly locked together, use as and a kind ofly lock spring and the level between the each several part of described each wall spare that can prevent relatively moves owing to engage preparation with good fit.

Progressively collapse

Under the situation of tall building, highrise building and dangerous basal status, if wish to guarantee that each wall spare can not separate when the floor member attachment device has very big elasticity, the invention provides a kind of possibility of building a stiffening device easily around the top edge of each wall spare.

Isolation layer has been made groove to form a groove, can build a stiffening device by means of this groove when being equipped with a preform.

Because it is exhausted that the wall plate is not packed under situation of the present invention, this groove or conduit can be provided with the outside of adjacent wall plate.The cross sectional dimensions of conduit is determined by essential concrete coating.It is about 80mm that the yardstick of this cross section has under the situation of the thick reinforcing rib of 12mm one.Though this can form the heating power distributary phenomenon that must be accepted, to compare with the distributary phenomenon that produces in other current structures, this is more moderate.

This device comprises a floor member of being made up of each floor member with each stiffening girder spare (6) (4,5), it is characterized in that each beam spare of described each floor member is given a spacing, approximately b/8+3b/8+3b/8+b/8=b.

Description of drawings

Main feature explanation of the present invention is among each independent claims, and the explanation of the characteristics of other progress of the present invention is among each Rights attached thereto.

Figure 1A shows the bottom of a wall, comprises several wall spare arranged side by side parts.Each wall spare replacement scheme at interval is shown in Figure 1B.

Figure 1B shows the bottom of a wall, comprises several wall spare arranged side by side parts.The base is straight and is used for being placed on and meets one of Fig. 2 and underlie on the top margin of wall spare.

Fig. 2 shows the top of a wall of partly being made up of several wall spares arranged side by side.According to the present invention, the top of wall comprises some grooves, with the long side interaction of the plate that belongs to outmost each floor member among Fig. 4.

Fig. 3 A shows that one comprises the top of the wall of several wall spare parts arranged side by side.Wall is drawn to such an extent that turn over 90 ° of degree.Each wall spare can be shown in Fig. 3 B for the interval of replacement.

Fig. 3 B shows that one comprises the top of the wall of several wall spare parts arranged side by side.The top of wall is provided with some grooves, with the distolateral interaction of the plate that belongs to floor member among Fig. 4.Wall is drawn to such an extent that turn over 90 degree, so that show the interaction of each floor member among it and Fig. 4.

Fig. 4 is the plan view of many floor members, and they form a thin plate or plate, are furnished with into some stiffening girder spares of screen work form.According to the present invention, each end of this plate comprises some grooves, with the upside interaction of wall spare shown in Fig. 3.Each groove on the frontispiece plate is adaptive must to interact with the upside of wall spare among Fig. 2.

Fig. 5 one meets Fig. 4, has the phantom drawing each groove, inner floor member that is positioned at the end according to the present invention.

Fig. 6 one meets the phantom drawing on top of the wall spare of Fig. 2 and Fig. 3 B, has each groove on the upper end of support plate member of described wall spare.The isolation layer that is contained on the outer wall outside is represented with chain-dotted line.

Fig. 7 is the cross section view of a building, and outer wall is similar to Fig. 9.The plate that belongs to the intermediate floor member is placed on the top of the concrete plate that belongs to outer wall.Basement floor member seat is placed on the isolated foundation beam spare on each so-called bed course.Section cuts on the A-A line in Fig. 9.

Fig. 8 is the building cross section view that cuts together with view among Fig. 7, and shows the separation wall that adjoins building that is similar to Figure 10,11A and 11B.The plate that belongs to the intermediate floor member is placed on the top that belongs to the concrete plate of separating wall.Each end that belongs to the plate of basement floor member embeds among each groove on the plate belong to corresponding each wall spare.Section is taken on the B-B line of Figure 11 B.

Fig. 9 A shows the wall of partly being made up of several wall spares of Fig. 7.The base of upper floor wall spare be straight and be used for the seat be placed on the top of following each wall spare of floor, the top of these wall spares is provided with each groove according to the invention.The plafond of bottom floor is below the intermediate floor member.Cross section A-A is seen Fig. 7.

Fig. 9 B shows each floor member of installation in position.Basement floor member seat is placed on one and meets on the grade beam spare of Fig. 7.

Figure 10 shows each wall spare of upper floor during equipped described each wall spare.Basement floor member and intermediate floor member be installation in position at first.

Figure 11 A shows that one meets the wall spare of Fig. 8, belongs to bottom floor and have one to be suitable for being erected on each bed course or the independent plate and to stretch to the height of upper floor, so that supporting intermediate floor member.Be provided with some grooves, be used for basement floor member supporting with the same level of the plate of described basement floor member.

Figure 11 B shows the equipped good system of giving a wall spare according to Fig. 4, Fig. 5, Figure 10 and Figure 11 A in one or two floor room.

Figure 11 C shows basis from a building to the wall spare roof, in aggregates, be provided with each groove be used to support basement floor member and intermediate floor member the two.False flat-top is illustrated in the top edge of top wall.

Figure 12 A is the cross section view of a building, and outer wall is similar to person among Figure 15.The plate that belongs to the intermediate floor member is bearing on the top of the concrete plate that belongs to outer wall.Respectively being placed on one and having on the independent grade beam spare on straight top margin surface of basement floor member with the tooth ends seat.Section C-C is seen Figure 15.

Figure 12 B is the cross section view of building among Figure 12 A and shows a dual suite separation wall.The band tooth plate spare of intermediate floor member is bearing on the top margin surface that belongs to the concrete plate of separating wall.Basement floor member seat is placed on the grade beam spare, and the latter is enjoyed jointly by the suite that adjoins and has a straight item limit.

Figure 13 is the cross section view of the part of the grade beam spare of T shape shown in Figure 12 A.This figure shows that how one can ignore according to the present invention from the oilcloth shape fabric of following sealing building and respectively to couple together fast with the tooth bearing and be used for being connected between each wall spare and each building member.Each wall spare is made according to Figure 15.

Figure 14 is the viewgraph of cross-section that is used to illustrate one of each floor member of each embodiment, has 300,900,900, the beam spare pitch of 300mm or at interval.

Figure 15 A shows each wall shown in Figure 12.The each several part that each wall spare of two floors is extended by along continuous straight runs is formed.According to the present invention, each base of each wall spare of respective upper floor be straight and be used for the seat be placed on the top of bottom each upside of floor.Each wall spare of bottom floor has each dentation on its corresponding top and bottom side surface.Being formed on each groove between these projections provides the dentation support projection of corresponding each floor member.Section D-D is seen Figure 12 (and Figure 13).

Figure 16 shows the bottom of a wall spare, has a straight base, be used for the seat be placed on the wall spare shown in Figure 17 A.

Figure 17 A shows the top of a wall spare, is included in some grooves on the top of the thickness that adapts to a floor panels spare.Wall spare shown in Figure 16 constitutes the top boundary of groove.

Figure 17 B shows being connected between a top and the lower walls part, interface is centrally located among each groove that is used for floor member plate, is used for locking upper and lower wall spare by means of each groove that the mode with shown in Figure 20 A, 20C and the 21B on the floor member plate is made.

Figure 17 C shows that a wall spare connects, and each dentation is positioned on the base of top wall spare.The top margin of lower walls part is straight.

Figure 18 A shows the part top edge of a wall spare with plan view.Groove has straight side and is suitable for interacting with floor member shown in Figure 18 B and Figure 18 C.The top edge of wall spare draws cross-hauling.The bottom of each groove comprises that a locking embolism puts the aperture.

Figure 18 B shows with plan view and the plate end of a floor member is provided with groove and is used for interacting with wall plate shown in Figure 18 A.The supporting tooth portion of this member comprises that a locking embolism puts the aperture.

Figure 18 C shows with plan view and the plate end of a floor member is provided with groove and is used for interacting with wall plate shown in Figure 18 A.Have the groove that supports shoulder and also see Figure 21 A.

Figure 19 A shows the part top edge of a wall spare with plan view.Groove has the side of inclination, is suitable for interacting with the floor member that meets Figure 19 B and Figure 19 C.The top edge of this wall spare is decorated with cross spider.The bottom of each groove comprises that a locking embolism puts the aperture.

Figure 19 B shows with plan view and plate one end of a floor member comprises the groove with inclined side, is suitable for and the wall plate shown in Figure 19 A interacts.The supporting tooth portion of this member comprises that a locking embolism puts the aperture.

Figure 19 C shows with plan view and plate one end of a floor member comprises some grooves, is suitable for and the wall plate shown in Figure 19 A interacts.Groove comprises shoulder, in order to the fixing internal edge of the member flat board of Figure 19 A embodiment.

Figure 20 A is the sectional view that is used to support a groove of a floor member.This groove classification is made to form the aperture of a keyhole, has different geometries on its vertical direction.

Figure 20 B is similar to Figure 19 B in principle, but member draws under the non-existent situation of wall.

Figure 20 C is similar to Figure 19 C in principle, but member draws under the non-existent situation of wall.

Figure 21 A shows a groove 16 with phantom drawing, has the inclined side 22 and the shoulder 23 that meet Figure 18 C.

Figure 21 B is a phantom drawing according to a groove of Figure 19 C design.

Figure 22 A is the groove of a floor member and the phantom drawing of dentation support projection one end, and described groove and projection have inclined side and the shoulder that meets Figure 20 C.Insert is joined and is suitable for and embeds downwards between the inclined side of the dentation of floor member and wall groove, is used for fixing purpose.

Figure 22 B is the phantom drawing that is used to support a groove of a floor member.Groove and one has different geometries on vertical direction keyhole aperture flushes.

Figure 23 A is the phantom drawing on the part top of a wall plate, and wherein the topmost of wall has additional mesa and is used for fixing the wall spare that is erected at described part top.

Figure 23 B is the phantom drawing on the part top of a wall plate, and the topmost of wherein said wall plate is made groove at 39 places so that retaining is held the joint preparation.

Figure 24 A is a vertical cross section view, shows a plate that is placed on the floor member on the wall plate, but also shows and be used for floor member is fixed in the groove that an embolism has wherein given the wall spare of joint.This figure shows that also shape is that a conduit of a Hao ditch shape groove is formed on the wall isolation layer top edge inside on the part, is used for building a stiffening girder spare band after the floor member is installed.

Figure 24 B shows the part bearing shown in Figure 20 A and strengthens band.

Figure 25 A is a vertical cross section view, shows each dentation support projection that is placed on the floor member on the wall plate, below the member flat board and above have a gap, make rotational action become possibility.

Figure 25 B shows the part of plate bearing shown in Figure 25 A.

Figure 25 C shows play or the gap between a wall and the beam spare flange.

Figure 26 A shows with plan view and the part top of a wall partly is made up of several wall spares.One builds the reinforcement band shows with shade.Each details section is seen Figure 20.Also show the different embodiment part of milling system groove 37 that is used for fixing isolation layer 8 among the figure.

Figure 26 B shows the part of a floor member with plan view, in order to be installed on the wall shown in Figure 21 A.

Figure 27 A is among Fig. 7 or the guide wire of alternative shape of a floor member shown in Figure 12, and this member seat is placed on the wall plate on each dentation support projection, and the following and top of member flat board has the gap to allow rotational action.

Figure 27 B shows the part of plate bearing shown in Figure 17 A.

Figure 27 C shows the gap between a wall and the beam spare flange.

Figure 28 A shows a kind of example of known technology.This figure shows the connection state of a cellar wall and an intermediate floor member and a upper floor wall with section.

Figure 28 B shows a kind of example of known technology.This figure shows outer wall and the intermediate floor member that meets Figure 28 A.Also show each the tee girder spare web that is used to strengthen the concrete wall plate among the figure.

Figure 29 shows a kind of example of known technology, and shows the outer wall that meets Swedish patent application SE9100825-0 and the connection state of intermediate floor member with section.

The specific embodiment

Figure 1A is the schematic illustration of wall construction bottom that comprises into several wall spares of coordination, has the i.e. concrete plate of a carrying plate 1.Several wall spares partly are set up in parallel.

Base 11 is straight and is used for being erected on the top 12 of the corresponding wall spare of building according to Fig. 22 that respectively underlies.The replacement scheme of wall spare spacing or pitch is shown in Figure 1B.

Figure 1B shows the bottom of a wall, comprises into several wall spare parts 1 of coordination.Base 11 is straight and is used for being erected on the top 12 of the corresponding wall spare 2 that underlies that meets Fig. 2.

Fig. 2 shows the top 12 of a wall 2, comprises into several wall spare parts of coordination.According to the present invention, wall top 12 comprises each groove 14, adapts to the long limit of the plate that belongs to the floor member of outermost shown in Fig. 4.Each dentation wall projection is extended to such an extent that spread all over each dentation of floor member and is positioned at below the wall support plate 2, so that cover wall support on its support plate member 1 on one.The thickness of floor member plate shows with each chain-dotted line and is having on the plane of each groove.One false flat-top 38 shows on the base of floor member.

Fig. 3 A shows the top of a wall, comprises into several wall spare parts of coordination.This wall draw turn over 1 the degree angles.Crisscross the spacing or the pitch of each wall spare among Fig. 3 B.

Fig. 3 B shows a top of underliing wall 2, comprises into several wall spare parts of coordination.This top is furnished with each groove 14, and they adapt to shown in Fig. 4, belong to the supporting tooth portion 14 related with the end of each plate of each floor member.This wall is drawn to such an extent that turn over 90 degree, so that show the interaction of each floor member 4,5 among itself and Fig. 4.Floor member plate shows with each chain-dotted line.

Fig. 4 shows many floor members 4,5 from the top, comprise that by one the thin plate of each stiffening girder spare 6 of grid form forms.Each end of described plate is furnished with groove 16, according to the present invention, they with each the corresponding wall spare upside shown in Fig. 3 on the interaction of each dentation.Groove 16 along described each part 4,5 each side setting is adaptive as to be used for interacting with the upside of each the wall spare shown in Fig. 2.The inboard of described each wall shows with chain-dotted line.

Fig. 5 is the phantom drawing that meets the inner floor member 4,5 of Fig. 4, has the groove 16 that is arranged on its each end, and described groove adapts to each dentation 13 interaction with wall shown in Fig. 6.According to the present invention, it is adaptive that each groove 14 of being used for carrying on the wall with Fig. 6 interacts to be formed on the carrying projection between each groove on the floor member 15.

Fig. 6 is the phantom drawing that meets Fig. 2 and 3B or meet a wall spare 2 tops of Fig. 5, has each groove 14 and dentation 13 on support plate member 2 upper ends that belong to described wall spare.The isolation layer 8 usefulness chain-dotted lines that are contained on the outer wall outside show.

Fig. 7 shows the section of a building, and wherein outer wall the 1, the 2nd, is made up of several wall spare parts 1,2 that are similar among Fig. 9.Each dentation support projection seat that intermediate floor member 5 is placed into its plate is placed on the top edge of the concrete plate that belongs to described outer wall.4 of basement floor members are placed on the independent grade beam spare 9.8 of outer wall 2 and side bars are placed on the ground cushion.Cross section A-A is seen Fig. 9.

Fig. 8 shows the section of a building together with Fig. 7, and wherein the partition wall that building 7 is separated from building 8 partly is made up of several wall spares that are similar to Figure 10,11A and 11B.Intermediate floor member 5 is laid to such an extent that 15 of each dentation support projection of its plate are placed on the top edge that is arranged on each groove on the concrete plate that belongs to described partition wall.Basement floor member 4 supports to such an extent that make each end of its plate be inserted into each eyelet 20 on the wall spare plate 2.Section B-B is seen Figure 11 B.

Fig. 9 A shows and comprises wall several wall spares part, among Fig. 7.The base of upper floor wall spare 1 is straight and is used to be erected at the top 13 that belongs to corresponding each the wall spare 2 of bottom floor that these tops are furnished with each groove 14 according to the invention.Cross section A-A is in Fig. 7.

Fig. 9 B shows the basement floor member 4,5 of installation in position, and basement floor member 4 is placed on the grade beam spare 9 according to Fig. 7 legend seat.

Figure 10 shows each wall spare of upper floor 1 during described each the wall spare of assembling.Basement floor member 4 and intermediate floor member 5 be installation in position at first.

Figure 11 A shows a bottom floor wall spare 2 that meets Fig. 8, and it is highly adaptive to be able to activation and to make described wall spare be erected on so-called each bed course or each base plate and reach upper floor and support intermediate floor member 5 there.Is the demand of supporting basement floor member in order to exempt to each grade beam spare, each groove 20 with the same level of basement floor member plate on be arranged on the wall spare 2, be used to install described basement floor member.The height of each groove or each eyelet 20 is done less times greater than the thickness of floor member plate, to be convenient to floor member 4 be installed and be fixed in wall 2.These eyelets are covered by each skirtboard in high worker's building.

Figure 11 B shows that being assemblied in one among the one or two floor room gives system wall spare, and false flat-top 33 shows below the top and intermediate floor member 5 of top wall 1.Section B-B is seen Fig. 8.

Figure 11 C shows a monomer wall spare 33, extends to the roof of described building and be furnished with from building foundation to be used to support the two each eyelet 20 of basement floor member and intermediate floor member.

Figure 12 A shows a section of a building, and wherein outer wall is made up of the several wall spare parts 1,2 that are similar to Figure 15.Intermediate floor member 5 is made in owing to its plate seat is placed on the upper fringe surface of corresponding each eyelet on the concrete plate that belongs to outer wall or each groove and is supported.Basement floor member 4 has each dentation in its each end and seat is placed on the independent basic beam column 1a, and its endosternum coincides with the wall 2 of bottom floor.The base that grade beam spare has a straight top edge and has a broad is with should stability and the need of surface pressing.The outer wall 2 of bottom floor meets the section C-C among Figure 15.

Figure 12 B shows a section of building among Figure 12 A, and shows usefulness, the dual partition wall 1,2 of a cover room separation.Intermediate floor member 5 by be arranged on the concrete plate that belongs to described partition wall each eyelet or on the edge, each groove 14 upper surface its band tooth plate spare 15 supported.4 of basement floor members are placed on the grade beam spare 10, and this beam spare is shared and have a straight upper fringe surface by two building buildings.

Figure 13 is the cross section view of the part of the grade beam spare of T shape shown in Figure 12 A 10.Vertical part or plate constitute a supporting member 2, be used for the floor member and on cover the supporting member 1 of wall, this supporting member has the shape of concrete plate under illustrated case, have a toothed bottom.See Figure 15.This figure shows how an oilcloth shape cloth 34 can be contained in the junction between wall spare and the floor member so that seal the bottom of building, although have each dentation of this supporting arrangement.Wall spare 1,2 is built according to Figure 15.Ground insulation layer 36 is placed under the cloth 34.

Figure 14 is the cross section that is used for one of the floor member 4,5 among this each example.Each stiffening girder spare 6.

Figure 15 A and 15B are respectively the legends of each wall shown in Figure 12.Each wall spare of two floors is made up of each level, long and narrow part.According to the present invention, the bottom margin of the wall spare of upper floor 1 is straight, shown in 11, and is used to be erected at each dentation support projection 13 on supporting member 2 upsides of bottom floor.The wall spare of bottom floor 2 is furnished with dentation member 13 on its top and bottom both sides.Each groove 14 between these dentations is adapted to each dentation support projection 15 of respective storey member.Be used to hold the aperture 18 of each wall embolism 17 shown in each figure.Section D-D is seen Figure 12 (and Figure 13).Grade beam spare constitute basement floor member supporting arrangement 2 and on cover the supporting arrangement 1 of wall.

Figure 16 shows the bottom of a wall spare, has a straight base 11 and be used for seat to be placed on wall spare 2 among Figure 17 A.

Figure 17 A shows the top of a wall spare 2, and its top comprises each groove 14, adapts to the thickness of a floor panels spare.Wall spare shown in Figure 16 constitutes the upper limit of groove.

Figure 17 B shows the coupling part between a top and the bottom wall spare, on the top margin of the base of upper component 1 and lower member 2 each dentation 13 is arranged all.Divide boundary plane medially to be drawn on each groove 13 of floor member plate.When each wall groove 14 is given such as each side 21 that tilts according to Figure 19 A, and when each dentation support projection 15 is given a kind of dovetail configuration according to Figure 20 B and 20C on the floor member plate, top and bottom member 1,2 will need not the grappling embolism by means of described each groove is locked.

Figure 17 C shows a wall spare coupling part, has each dentation on wall spare base, top.The top margin of lower walls part 2 is straight.

Figure 18 A shows the part top of a wall spare from the top.Each groove 19 has straight side and is suitable for and interacts according to each floor member 11 of Figure 18 B and 18C.A kind of cross sign mark of each dentation 13 usefulness of wall spare top margin comes out.Draw at groove 14 bottoms places and to be used to hold the aperture 19 of a locking embolism 17.

Figure 18 B shows the end of a plate from the top, this plate belongs to a floor member and has each dentation support projection 15, be suitable for wall plate shown in Figure 18 A on each groove 14 interact.From scheming as seen, the dentation support projection of this member comprises that one is used to hold the aperture of a locking embolism.This groove has the adaptive degree of depth that must leave a gap 24 near wall.

Figure 18 C shows the plate end of a floor member from the top, comprise each groove, is suitable for interacting with wall plate shown in Figure 18 A.These grooves comprise each shoulder 23, are used to be fastened at the inner edge of member flat board shown in Figure 18 A, equally with reference to Figure 21 A.

Figure 19 A shows the part top of a wall spare from the top.Each groove has the side of inclination and is suitable for interacting with each dentation support projection 14 of floor member, and described each projection has a kind of swallowtail shape according to Figure 19 B and 19C.Come out with a cross sign mark in each top of wall spare.One locking embolism admits aperture 19 to be arranged on the bottom of groove.

Figure 19 B shows the plate end of a floor member from the top, comprise each groove that has inclined side, is used for interacting with the wall plate shown in Figure 19 A.The degree of depth is suitable for forming a gap 24 near wall.Each member is fixed by means of each locking embolism 17.

Figure 19 C shows the plate end of a floor member from the top, comprise being used for and interactional each groove of the wall plate shown in Figure 19 A.Groove comprises each shoulder 24, is used to be fastened at the inner edge of member flat board shown in Figure 19 A.

Figure 20 A is a cross section view, this section with the same level of each groove that is used to support each floor member on by a wall spare.Groove makes step on different levels, see Figure 22 B, and has the form in a kind of keyhole aperture, has different geometries on vertical direction.

On the principle, Figure 20 category-B is similar to Figure 19 B, but member is to draw under the situation that does not have a wall.

Figure 20 C is similar to the embodiment shown in Figure 19 C in principle, but under the situation that does not have a wall, draw.

Figure 21 A shows a groove 16 with phantom drawing, has each inclined side 22 and each shoulder 23 according to Figure 18 C.

Figure 21 B shows a groove 16 with phantom drawing, has each inclined side 22 and each shoulder 23 according to Figure 19 C.

Figure 22 A is the phantom drawing of a floor member end, has each groove 16 and each dentation support projection 15, has each inclined side 22 and each shoulder 23 according to Figure 20 C.This floor member is locked to wall by means of two inserts 25, and these two inserts are suitable for packing into and are inserted between each inclined side of groove 14,20 and each dentation support projection 15 of floor member down.

Figure 22 B is the phantom drawing that is used to support an eyelet 20 of a floor member.This eyelet is by having two- layer 27,28 the constituting of key cellular type aperture that has different geometries on vertical direction.The top 28 of eyelet has each flat sides set, so that can adapt to each inclined side 22 of each dentation 15 of a floor member when assembling.The bottom 27 of eyelet has each inclined side 21, and the wideest part of described eyelet bottom at the inside and narrow towards floor member, be used for and each dentation 15 interaction according to the floor member of Figure 20 B or 20C and Figure 20 A design.When the dentation support projection 15 of floor member when falling into the bottom 27 of described eyelet, dentation since wall hole young in described projection wider portion and can not outwards move.When the dentation of a floor member was designed according to Figure 20 C, floor member can not outwards can not move inward in eyelet 20.

Figure 23 A is the phantom drawing of a wall plate 2 part epimeres, and the dentation 13 of wherein said plate is endowed extra height 26, is used for fixing the wall spare 1 that is erected on the described wall plate and has corresponding recesses in its bottom edge face.

Figure 23 B is the phantom drawing of a wall plate 2 part epimeres, and the dentation of wherein said plate comprises a groove 39, is used for holding the joint preparation (jointing composition) of joint.The wall spare 1 that is erected on the wall plate can have a corresponding grooves or groove on its bottom surface, as the replacement scheme of using each embolism, be used to tighten up each section of wall spare and moving of preventing that temperature from causing etc.

Figure 24 A is the vertical cross section view of a floor member 5, and this member is placed on the wall plate with 15 of dentation support projection.Also show an aperture in the drawings, be used to hold one and be cast in the embolism 17 among the wall spare and play a role to tighten up floor member.This figure also shows a conduit 31, is formed on the wall isolation layer 8 inner tops, wherein builds a stiffening girder spare band 32 after assembling floor member.This reinforcement band can be built and be played a role and be made structure and resist so-called progressive destruction to strengthen giving around whole building.This solution that proposes according to the present invention can satisfy the official's requirement under some building application scenario.If each wall spare does not have joint or splicing, if perhaps the spacing of these joints or splicing is very big, then each conduit is arranged near these joints or the splicing on the spot and adopts to give and build anchor rod and be anchored in each wall spare.

Figure 24 B shows the bearing shown in Figure 24 A and strengthens the part of band.This figure is further illustrated in the liner 29 under the dentation support projection 15.

Figure 25 A is the vertical cross section view of a floor member 5 and shows that seat is placed on each dentation 15 of the described wall spare on the bottom portion of groove that underlies on the wall slab spare.This figure also shows and exists some horizontal clearances, below the member flat board and above formation space 30, do not have the risk that plate breaks so that allow described plate to rotate when bearing load.Last volt wall spare has a flat bottom surface, and nethermost area supported 3 is to constitute the sill of a wooden post structure or lath.

Figure 25 B shows a part that meets Figure 25 A plate bearing.This plate seat is placed on the elastic insert 29.So also play the effect that makes load be centered in wall plate 2 centers.

Figure 25 C is a thin portion view, shows that a gap or space 30 are formed between a wall 2 and the beam spare flange 7, so that avoid contacting a flange that is unsuitable for transmitting horizontal applied force.

Figure 26 A shows the top of a wall 2 from the top, comprise several wall spares, perhaps at next grade beam spare 10 of being made up of several parts of illustrated case.One waters the reinforcement band 32 usefulness hacures that build up draws.Each detailed section is seen Figure 24.

Figure 26 B shows the part of a floor member 4,5 from the top, this member is used to be contained on the wall 2 shown in Figure 26 A or grade beam spare 10.

Figure 27 A is the guide wire of alternative shape of the bearing of a floor member, and its each dentation support projection seat is placed on the wall plate, below the member flat board and above have the space so that rotate a certain angle.

Figure 27 B shows the part of plate bearing shown in Figure 27 A.

Figure 27 C shows the space between a wall and the beam spare flange 7.

Illustrated each embodiment includes only some floor members, and it comprises that some have the thin plate of stiffening girder spare.But, will be understood that, the floor member that the present invention can be used to give system floor member or poured-in-place and have other Any shape, the whole plate of analogy, so-called hollowcore slab: a kind of member with a substantial rectangular cross section, because each tubular channel that extends longitudinally but hollow; A kind of member that comprises each plate that has each whole stiffening girder spare is such as so-called TT box-type structure; The tabular heavier-duty base plate of perhaps give system, building, the promptly so-called concrete Filigranelement that has poured-in-place at the top wherein gives the making sheet part and comprises each dentation support projection according to the invention.The whole floor member plate of poured-in-place is cast on mould or the template, also can be engaged in according to the present invention and be furnished with on the supporting wall of groove.

Illustrated and illustrated each embodiment comprises that only those comprise wall and grade beam spare preferably vertical, that have appended isolation layer.But, will be understood that, the present invention also can comparable applications in the wall spare of poured-in-place or comprise the precast member that other materials is formed, the latter is such as have different densities and/or degree of porosity and bearing value on different levels.And such as shell-type wall with two concrete plates.And so-called sandwich style member, such as concrete-isolation layer-concrete and light filler concrete-isolation layer-members such as light filler concrete.And build wall or grade beam spare by laying bricks or stones.Also has wooden wall as shown in Figure 25.

Also will understand, the present invention is not limited to illustrated and illustrated each example embodiment, and it can comprise that all scopes that are in the following claim are with interior embodiment and solution.

Claims (16)

1. one kind is used for a floor member (4,5) and a carrying wall (1,2 along the vertical direction extension; 33) device that is bonded together, wherein wall comprises the separated groove of a series of along continuous straight runs (20); Wherein said series defines the wall bottom (2) that a wall top (1) and one that is positioned at described series top is positioned at described series below; Wherein said each wall part between each groove, form vertical direction, the contact of load transmission property; Wherein the floor member comprises that one has the floor member plate (4,5) of each dentation (15), and described each dentation is at close described wall (1,2; 33) protruding in the plane of floor member plate on the plate edge, and one be positioned at each to the groove (16) between the mutually close dentation (15); And wherein each dentation (15) is fitted among each wall groove (20) and is supported by the base part of described each wall groove, it is characterized in that the height of each wall groove (20) exceeds the vertical height of each dentation (15) on the described floor member plate.

2. according to the described device of claim 1, it is characterized in that wall bottom (2) and wall top (1) are that a certain height place that be separated from each other and within the vertical expanded range of each wall groove (20) is bonded together.

3. according to claim 1 or 2 described devices, it is characterized in that each wall groove (14; 20) be recessed, just like from floor member plate (4,5) along continuous straight runs finding; And each dentation (15) that is fitted on the floor member plate among the described groove has a kind of shape that is complementary to each recessed groove substantially, so that obtain a kind of connection that is subjected to shape constraining, will prevent that floor member plate is because of being pulled from wall (1; 2) get loose.

4. according to any one described device in the claim 1 to 3, it is characterized in that, the bottom edge face of each groove on the floor member plate between each dentation support projection has another groove in its longitudinal center zone, and this groove is at floor member plate (4,5) and wall (1; 2) form a vertical gap (24) of running through between, each end of all the other of wherein said bottom edge face forms respectively supports shoulder (23), is used to support floor member plate and withstands described wall.

5. according to claim 3 or the described device of claim 4, it is characterized in that as widening on the vertical direction of described recessed groove, one second groove part (28) is formed in the top of the recessed wall groove (27) that is complementary to dentation (15); And second groove part have a cross-sectional area freely, at least big or small on an equal basis with the maximum cross section gabarit of floor member plate dentation (15), so that can make the dentation of described floor member plate embed described second groove part (28) vertically, then to falling into described recessed groove (27).

6. according to any one described device in the claim 1 to 5, it is characterized in that an elastic bearing component (29) is in order to constitute corresponding each groove (14; 20) carrying marginal portion, bottom is so that can make each dentation of floor member plate (15) tilt its further groove (14 along vertical direction in groove; 20) height is less times greater than the height of projection (15), so that avoid interfering the upside (12,13) of described dentation.

7. according to any one described device in the claim 1 to 6, it is characterized in that each dentation (15) of floor member and each wall groove (14) provide a side direction space betwixt; And one elasticity insert (25) be placed on a dentation (15) either side among the formed gap.

8. according to any one described device in the claim 1 to 7, it is characterized in that, one horizontal beam spare (32) roughly is being cast on the level of each groove (14) on the outside of wall, the upside of its central sill spare be positioned at each groove (14) height near, and its central sill spare cross-over connection is by each vertical play movement that build up along articulate each the wall spare of side direction, among the wall section (2).

9. according to the described device of claim 8, it is characterized in that each wall spare that described beam spare is suitable for along continuous straight runs is separated is fixed together, and preferably be anchored in each wall spare that along continuous straight runs separates.

10. according to any one described device in the claim 1 to 9, it is characterized in that floor member plate (4,5) is by forming along articulate each floor member of side direction; Wall is by forming along articulate each wall spare of side direction (1,2,33); The supporting end of each floor member comprises many, at least three, dentation (15), and one at each to the groove (16) between the mutually close dentation; Articulate each wall spare has each groove (20) that is complementary to each dentation of floor member (15) substantially; The each several part (13,40) of each wall spare their comprise each groove (16) that is fitted in each floor member accordingly between each groove among; And, along the number of the described part wall extension that covers by described floor member at a floor member supporting end place, on the wall spare less than each floor member on the number of dentation.

11., it is characterized in that floor member plate (4,5) is by forming along articulate each floor member of side direction according to any one described device in the claim 1 to 9; Wall is by forming along articulate each wall spare of side direction (1,2,33); The supporting end of each floor member comprises a plurality of, at least three, dentation (15), and at each to the groove (16) between the mutually close dentation; Each the wall spare that is bonded with each other comprises each groove (20) that is complementary to each dentation of floor member (15) substantially; The each several part (13,40) of each wall spare their comprise each groove (16) that is fitted in each floor member accordingly between each groove among; And, at least equal along the number of dentation (15) the wall extension that is covered by described floor member at a floor member supporting end place, on each floor member along the number of described part (13,40) the wall extension that is covered by a floor member supporting end, on the wall spare, at least one in the described part (13,40) is located opposite to the side direction joint of a floor member.

12., it is characterized in that wall is made up of a concrete plate or a frame construction (3) according to any one described device in the claim 1 to 11.

13., it is characterized in that each wall groove (14) is formed on the surface, top of a wall bottom (2) according to any one described device in the claim 1 to 12; Between each groove, each upper edge region of wall bottom has the part of raising (26) separately at an interior zone; And, be bearing in a wall top (1) on the surface, top (12,13) of wall bottom have corresponding to and equipped described each groove of respectively raising part (26).

14., it is characterized in that wall is made up of each the wall spare that separates along vertical direction that is bonded with each other together according to any one described device in the claim 1 to 12; Each composition surface of the level substantially of each wall spare has opposed facing each groove (39), and their fillings are to engage preparation; And when when sclerosis, described joint preparation constitutes one and puts in the block of described two grooves, thus can prevent on the described joint, the horizontal relative motion of each wall portion between dividing.

15. according to the described device of claim 14, it is characterized in that, the wall top (1) of being supported by the surface, top (12,13) of bottom wall has vertical ditch shape groove on bottom edge face (11), be used to hold the joint preparation, so that constitutes an elastic locking device.

16. according to any one described device among aforementioned every claim, it comprises a floor member of being made up of each floor member with each stiffening girder spare (6) (4,5), it is characterized in that, each beam spare of described each floor member is given a spacing, approximately b/8+3b/8+3b/8+b/8=b.

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