CN86102335A - The reinforced concrete combined structure member that building is used - Google Patents
The reinforced concrete combined structure member that building is used Download PDFInfo
- Publication number
- CN86102335A CN86102335A CN198686102335A CN86102335A CN86102335A CN 86102335 A CN86102335 A CN 86102335A CN 198686102335 A CN198686102335 A CN 198686102335A CN 86102335 A CN86102335 A CN 86102335A CN 86102335 A CN86102335 A CN 86102335A
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- Prior art keywords
- wall
- crossbeam
- vertical
- combined
- building
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B2/00—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls
- E04B2/02—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls built-up from layers of building elements
- E04B2/42—Walls having cavities between, as well as in, the elements; Walls of elements each consisting of two or more parts, kept in distance by means of spacers, at least one of the parts having cavities
- E04B2/44—Walls having cavities between, as well as in, the elements; Walls of elements each consisting of two or more parts, kept in distance by means of spacers, at least one of the parts having cavities using elements having specially-designed means for stabilising the position; Spacers for cavity walls
- E04B2/46—Walls having cavities between, as well as in, the elements; Walls of elements each consisting of two or more parts, kept in distance by means of spacers, at least one of the parts having cavities using elements having specially-designed means for stabilising the position; Spacers for cavity walls by interlocking of projections or inserts with indentations, e.g. of tongues, grooves, dovetails
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B2/00—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls
- E04B2/02—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls built-up from layers of building elements
- E04B2002/0202—Details of connections
- E04B2002/0204—Non-undercut connections, e.g. tongue and groove connections
- E04B2002/0206—Non-undercut connections, e.g. tongue and groove connections of rectangular shape
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B2/00—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls
- E04B2/02—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls built-up from layers of building elements
- E04B2002/0202—Details of connections
- E04B2002/0204—Non-undercut connections, e.g. tongue and groove connections
- E04B2002/0215—Non-undercut connections, e.g. tongue and groove connections with separate protrusions
- E04B2002/0217—Non-undercut connections, e.g. tongue and groove connections with separate protrusions of prismatic shape
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B2/00—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls
- E04B2/02—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls built-up from layers of building elements
- E04B2002/0202—Details of connections
- E04B2002/0204—Non-undercut connections, e.g. tongue and groove connections
- E04B2002/0228—Non-undercut connections, e.g. tongue and groove connections with tongues next to each other on one end surface and grooves next to each other on opposite end surface
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- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Physics & Mathematics (AREA)
- Electromagnetism (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Joining Of Building Structures In Genera (AREA)
- Panels For Use In Building Construction (AREA)
- Rod-Shaped Construction Members (AREA)
Abstract
The reinforced concrete composite structure hollow unit has protruding and recessed anchor tip and guiding device, is used for interconnecting of combined member, and they comprise: the building unit of exterior wall and interior wall; The diagonal angle connects the special member of two exterior walls or an exterior wall and an interior wall; Corner flange engages part, it is roughly rectangular that simple flange fastener and flange engages part, flange engages part are furnished with a pair of its cross section, at least from the outstanding cantilever part of vertical vertical surface of member; At least have three its cross sections and can hold the combination crossbeam of vertical translot of cantilever part.
Description
The present invention relates to vibrate reinforced concrete prefabricated building piece or hollow of one group of combined type pressurization and water modular member.These combination prefabricated units can splice mutually by its anchor tip, thereby reach the purpose of building house and factory such as cabin, builder's temporary shed, weapon apotheca, observation station and prospecting station rapidly.This type of building no longer need any Surface Machining, has shockproof, good heat insulation and sound insulation value; And when being subjected to bigger stress, can also casting reinforced mixed earth pillar in the cavity in the body of wall that these unit constructions become.This combination prefabricated units group is enough to solve any building problem that generally may run into.
In recent years, the assembling-type precast building unit of all size and/or various different batchings has infiltrated construction market, is applied to the external and internal compositions of house owed by a citizen and factory building.
No matter the assembling-type precast member of known today part type is the exterior wall block spare that waters in the workshop, or is equipped with the sound insulation interior wall of various pipe-line systems, all has some at least in the following point:
1) need carry out surperficial powdering operation, because weight is too big, the unavoidable crack that produces during carrying;
2) often need mortar and/or reinforcing bar, to form reinforced concrete structure;
3) generally should not build the building that surpasses a predetermined altitude;
4) under the prior art condition, the surface of the prefabricated building components that the steel concrete mortar is made is whitewashed operation and must be carried out on-site.
Assembling-type precast building unit of the present invention is enough to address the aforementioned drawbacks, and possesses following advantage:
A) build easy, thereby saved the relevant cost expense;
B) thus above-mentioned building combined member can produce in a large number and reduced cost, shortened the building time, also improved build guality simultaneously;
C) use the usefull space more fifty-fifty, designer's responsibility is alleviated, easier the distinguishing of responsibility of each successive stages in the also feasible building course subsequently;
D) avoided sizable waste of traditional architecture thing;
E) rationally use material and labour;
F), thereby be easy to reach isolated fully because the hollow interlayer between the integrated building component inside and outside wall is very thick;
G) can use the present invention's combination prefabricated parts temporary building, for example build city house owed by a citizen and so on; Look forward or upwards than the sort ofly costing an arm and a leg, hindering vigorously, surrounding environment and resident are caused the counter of destruction irretrievable, its duration has also obtained shortening.
H), therefore can cover and make interim standby room because combination prefabricated building components of the present invention has anti-seismic performance;
I) integrated building component has the self-centering performance, thereby has avoided the error in any assembling.
Sectional construction member involved in the present invention can satisfy the requirement of any reinforced concrete building, and manufacture method is that moulding vibrates and pressurizes.
The flange that any one surface, turning and the thickness of member is very little all has good modification.Because the fineness that turning and flange are had, make combined member slot occur, thereby make building all have height reliability aspect the measure of precision of firmly degree, neat degree and joint with the anchor tip Shi Buhui that splices.These performances of the present invention and other characteristics and advantage are specifically installed in the explanation of being done one of the present invention with reference to accompanying drawing hereinafter, can obtain going deep into the understanding in a step.
Fig. 1 is the three-dimensional view that is used for the 1st building unit of building masonry wall;
Fig. 2,3 and 4 is respectively longtitudinal view and two side views of member shown in Figure 1, and two sides have the convex-concave anchor tip respectively;
Fig. 5 and Fig. 6 are respectively the top view and the bottom view of above-mentioned first member, indicate the convex-concave joint of the combined member that splices mutually;
The member longitudinal centre line profile of Fig. 7 for being got along the A-A line of Fig. 5;
Fig. 8 is the three-dimensional view with the 2nd combined member of double length;
Fig. 9 is vertical surface view of this member, wherein visible fixing joggle;
Figure 10 is the top view of member shown in Figure 8;
Figure 11 is the bottom view of this same member;
Figure 12,13 and 14 is respectively the profile that the B-B line and the C-C line according to Fig. 9 of above-mentioned the 2nd member shown in Figure 8 are got, and the longitudinal centre line profile of being got according to the D-D line of Figure 10;
Figure 15 is a three-dimensional view that the assembly of elements of three arms is arranged, and this assembly of elements comprises the assembled wall member of a double length, vertically extends another part assembled wall member from the middle part of this wall body construction, thereby forms partition wall;
Figure 16,17 and 18 is respectively the top view of member shown in Figure 15 and longitudinal centre line sectional view of being got along E-E line shown in Figure 16 and the sectional view of being got along the F-F line.
Figure 19 and 20 is the three-dimensional view of the 4th integrated building component, and this combined member comprises a wall body construction and pillar component making vertical engagement with other body of wall, and is connected with the right side on a left side respectively;
Figure 21 and 22 is respectively the top view and the bottom view of member shown in Figure 20, indicates clearlyer to the anchor tip place among the figure;
Figure 23,24 and 25 is respectively the profile that G-G, H-H along Figure 21 and I-I line are got;
Figure 26 is the surface view of member shown in Figure 20, and this surface is the back side on the surface of extending vertical body of wall;
Figure 27 and 28 is the three-dimensional view and the top view of the 5th building unit, and the 5th building unit is the used vibrating part of corner joint;
Figure 29,30 and 31 is respectively the profile of being got along K-K shown in Figure 28, L-L and M-M line;
Figure 32 is the three-dimensional view of the export-oriented vibrating part of combination;
Figure 33 and 34 be the top view of these parts and in Figure 32 the profile of unconspicuous spill anchor tip;
Figure 35 and 36 is respectively the profile of being got along N-N shown in Figure 33 and O-O line;
Figure 37 is that the parts of front lip parts decompose the three-dimensional view, is equipped with the cantilever part in order to bearing cross beam, and this crossbeam is had to local display;
Figure 38 is the bottom view of parts shown in Figure 37;
The longitdinal cross-section diagram that Figure 39 is got for the P-P line along Figure 38 of building component shown in Figure 37;
The sectional view that Figure 40 is got along the Q-Q line of Figure 38 by flange member shown in Figure 37;
The sectional view that Figure 40 A is got along the Q-Q line of Figure 38 by another kind of flange member shown in Figure 37, but the cantilever part of bearing cross beam is vertically all arranged in both sides;
Figure 41 be a crossbeam and relevant within the three-dimensional partial cross section view of reinforcing bar; And
Figure 42 is the three-dimensional parts decomposition view of flooring corner Several combination member.
Consulting Fig. 1 to Fig. 7, is the 1st pressurization vibrated concrete integrated building component shown in the figure, waters to be molded as, and is used for house owed by a citizen or factory building and builds.
This first building unit generally uses " 1 " to represent, and is made of two parallel longitudinal panels 2 that equate fully, and both sides all connect with two lower cross plates 4 mutually with two upper cross plates 3; Transverse slat 3 and 4 length are enough to make and form internal cavities 5 in the member 1.The shape of each module component 1 make it can with other member 1 no matter in vertical direction or vertically all can the engagement exactly of the utmost point mutually by the anchor tip device, neat sealing, thus do not need the buttering layer.For this reason, the upper surface of each member 1 all has fixing protrusion blank area 6, to upper process; Then there be recessed fixing inserting to hold slot part 7 in the lower surface; The shape of these two parts (6 and 7) is complementary.
Equally, one of them end face of member 1 is equipped with a pair of convex fixed part 8, and another side is equipped with concavity fixed part 9.It is a rectangle that fixed part 6 forms inner edge, projects upwards at plate 2 and plate 3; The thickness of this flange is about 1/2nd of plate 2 thickness; Its external surface 6a introversion slightly has the self-centering performance to reach when unit construction splices.Equally, in the upper end of plate 3 a wedge shape raised face is also arranged, two surfaces are respectively phase reverse slope 3a and 3b, are symmetrically located at the both sides of the fore-and-aft plane A-A of above-mentioned building unit 1.The lower shape of each building unit 1 and convex fixed part 6 and 6a complementation, and therefore have with projecting member 6 and 6a outside complementary fully recessed pockets 7 and the 7a of shape; And the side 7a of groove slopes inwardly.Transverse slat 4 also has wedge-shaped impression in the lower end, two sides are 4a and 4b, respectively with the protrusion surface 3a and the 3b complementation of beneath another module component 1.Like this, member 1 can splice with other member mutually with anchor tip, reaches the aligning fully of the symmetrical plane A-A of each associated components.
Be positioned at outside transverse slat 3 and 4 from the outwards outstanding a pair of vertical fin 8 of vertical panel 2, thickness is about 1/2nd of panel 2.Building unit 1(Fig. 1) it is in order to reach the horizontal bridle joint between each member that left side is equipped with such two fins 8.
The inner surface coplane of surface and panel 2 within the above-mentioned fin; But then be equipped with two upright groove 9(at offside and see Fig. 5 and Fig. 6).
Certainly, also unrestricted to the specification of building unit 1, but facility for example supposes that panel 2 constitutes the surface of bodies of wall, and identical with the practical dimensions of building unit, its length is 100 centimetres, highly is 50 centimetres, does not comprise the size of protruding anchor tip 6 and 8.And the width of each building unit 1 (i.e. distance between two external surfaces) is 20 centimetres.
In upper end a distance is arranged from building unit 1, have vertical tongue and groove 10, perhaps other any groove and so on forms the mouth hanging that the power jacking device is available, in order to construction is carried, lifts by crane and assembled to member 1, and unlikely corner and bright and clean external surface are damaged.
Can think to be made of two parallel metopes with the body of wall that building unit 1 builds up, the cavity 5 of being separated by forms heat insulation and the sound insulation part, also can take up required device in pipeline, conductor wire and other building simultaneously.In the building of certain specific use, also available sound insulation of spaced cavities 5 and/or heat-barrier material filling.At certain in particular cases, member 1 also can be used as formwork to cast reinforced concrete member.Other member that hereinafter will describe is also made according to above-mentioned guiding theory, and wherein identical with function in the building unit 1 parts are also represented with same numbering, and letter is added to show difference in the back; Its details is repeated no more.
To Figure 14, the building unit 11 that indicates among the figure is identical basically with building unit 1 referring to Fig. 8, and only member 11 is the cell block spares with the length that doubles member 1, is actually to be linked to be an integral body by two module components 1 and to constitute.Therefore, the panel 2A parallel to each other and the difference of panel 2 also only are that 2A has the length that doubles panel 2.The two ends of panel 2A are also connect with 4 mutually by transverse slat 3, and the transverse slat of shape and building unit 1 is alike.On the top of center line plane is horizontal relay part 12, forms an integral body with panel 2A, and inclined plane and 3aA and 3bA are equivalent to the inclined plane 3a of two blocks of building units 1 and the amalgamation of 3b.So, on the member 11 or below, another member 11 that both can splice, a pair of member 1 that also can splice all splices by anchor tip; And unit 11 has the effective length that doubles single part 1, promptly 200 centimetres.
Figure 15 to 18 indicates a kind of special building member 13, and this design is used to the connection between outside longitudinal wall and the mutually perpendicular inner partition wall.Building unit 13 comes down to a T-shape cell block spare, by integrated building component 11A and building unit 1A combination, and similar to building unit 11 with 1.The difference of member 11A and member 11 only is that its inside panel 2A ' is equipped with central opening 14, extends member 1A from opening 14; The exterior panel 2A of member 11 then is an integral body.In the case, the difference of member 1A and member 1 also only is: only need the outer end to be equipped with convex anchor tip part 8 in this special component, the other end that is unified into an integral body with panel 2A ' does not then have.In the case, the horizontal part 12 that connects in upper end has become 12A, and 12A also comprises the transverse slat 3 of member 1, forms with the junction of member 1A and 11A is whole.Then be equipped with single horizontal relay part 15 in the lower end, its function is equivalent to the connection composition between panel 2A ' and the lower end transverse slat 4.Equally, this special component 11A has three pairs of tongue and grooves or similar recess, so as transportation and when lifting hook usefulness.In this member, inner hollow part 5A is "T"-shaped.Certainly, also can make the member unit similar with unit member 13, wherein the link of member 1A is equipped with recessed formula fixed connection apparatus 9; An also available module component 11 and two module components 1 are combined into the right-angled intersection unit member.
Figure 19 and 20 indicates two kinds of special component 16S and 16D with the three-dimensional view.Each module unit member respectively comprises member 1AS or 1AD and Corner member 17S or 17D.Corner member is for taking up corner stake design, and its cross section is square substantially, and specification and thickness are equivalent to the thickness or the degree of depth of member 1 or 11; In the specific embodiment of this demonstration, be 20 centimetres of 20 cm x.1A in member 1AS and 1AD and the member 13 is basic identical.The function of member 17S and 17D as above-mentioned, promptly as the angle support of building load-carrying members.Difference between pillar 17S and the 17D is: its design is, by suitable anchor tip follow the left side of member 16S or 16D or the right side respectively the vertical body of wall of extended building link.
Here only member 16D is elaborated, because two of needs or three during "T"-shaped or cross assembled wall, member 16S or other any concrete Corner member that designs as corner stake all can slightly adjust according to 16D and make.
Figure 27 is the three-dimensional view as a Corner member of floor support lug parts.In the concrete parts shown in Figure 27 to 31, this member 19 is used to connect two mutually perpendicular bodies of wall; Yet the utilization principle of uniformity also can use the bead of this Corner member to link three even four bodies of wall.In typical case, the section of each Corner member all is square, and combined width is equal to the thickness or the degree of depth of the body of wall of being built.Certainly, the usable height of this integrated building component 19 and other all vibrating parts equates.Member 19 is equipped with two guidance and anchor tip parts, and it is similar with 11 connecting end to member 1.So this corner flange member is made of two body of wall 20A and 20B, two inclined planes are 3aD and 3bD, are used separately as vertical guidance and anchor tip.Two metopes that generally are numbered 21A and 21B also have crosswise fixed joint component 8 and 9.The square seamed edge 6D outstanding from above-mentioned body of wall 20A, 20B, 21A and 21B has slight slope face 6aD; The inner surface of square seamed edge and above-mentioned body of wall in line, thereby form the identical top convex anchor tip part of front described each combined member character of face.Bottom face has the butt trapezoidal groove 7aD with convex anchor tip 6D complementation, is positioned at the integrated building component 16D of below or the convex anchor tip Corner member 6A of 16S in order to connection.In fact be the body of wall 21A of an integral body and the fixed engagement device that 21B has similar other integrated building component.For this reason, similar parts all indicate with identical numbering, and the back adds that a letter is to show difference.
Figure 32 to 36 indicates a simple horizontal flange member 23.Member 23 only is connected with crossbeam 22 with anchor tip, and crossbeam 22 is in abutting connection with floor, thereby reaches being connected of member 23 and floor.In order to accomplish this point, combined member 23 towards floor vertical surperficial 25 on have a groove 26(or complementary with it fin 26 ') with above-mentioned fin 36 in abutting connection with crossbeam 22 ' fixing engages (or groove 36), detailed description sees below.The design of outside longitudinal wall 24 makes its wall face become the wall face of building.Therefore, the shape of building depends on this design.It is identical with the function of the same parts of other combined member to be arranged within the body of wall 24 and 25 the imperfect groove tongue and groove 10 of metope.
As mentioned above, the useful length of piece spare 23 and thickness all equate with the length and the thickness of member 1, and its usable height is identical with aforementioned blocks part 19.Link comprises whole wall 27, and is equipped with protruding, recessed anchor tip part 8 and 9 respectively, to be connected with other member 23 or corner unit piece spare 19.This combined member 23 also is equipped with guidance part 3a, 3b, 4a, 4b and anchor tip part 6 and 7, thus with above or below combined member 1 or 11 splice mutually.The numbering of all compositions of this member is all consistent with the numbering of same section in above-mentioned each member.In the flange engages parts, cavity 5 follows the cavity at the adjoining members of a whole body of wall of upper and lower formation to be connected mutually.
What Figure 37 was indicated to Figure 40 A is a forward direction joint flange member 28.According to design, the avris of flange member 28 is equipped with the supporting arrangement of bearing cross beam 22.With regard to its link and its structure, combined member 28 is similar to above-mentioned flange member 23.Therefore, it is also consistent with the used numbering of the similar parts of member 23.Vertically interior wall 25A is equipped with central rectangular aperture 29.The rectangular quadrate of the section of hollow cantilever part 30A and 30B is outwards outstanding from metope 25A, can be imported into pressurization and vibrating in the corresponding die cavity 31A and 31B of reinforced concrete prefabricated beam 22.Precast beam 22 has reinforcing bar 32.The width in effective cross section of precast beam and highly all be equal to member 28 effective width and the height (not comprising anchor tip part 6 and 8).Like this, cantilever part 30A and 30B insert die cavity 31A and 31B respectively, form support.Simultaneously, the opening surface of middle die cavity 31 and the engagement of 29 opening surface, thus the cavity 5F that makes member 28 is communicated to die cavity 31A and 31B and directly is communicated to die cavity 31 by the cantilever part 30A of member 28 and die cavity 33A and the 33B of 30B.
Two upright opening 34A and 34 B are equipped with in the end of crossbeam 22, promptly on the longitudinal centre line plane of the die cavity 31A that introduces there of guidance cantilever part 30A and 30B and 31B; Simultaneously, two hole 35A are arranged respectively also on cantilever part 30A and the 30B, 35B and two hole 34A and 34B on the crossbeam 22 reach coaxial after assembling.The purpose of design of these holes is to connect to hold Fixed latches or similar articles (not shown).Because the special support function that combined member 28 is required also will have been put in member and reinforced horizontal fitting 37.The invention provides the flooring that constitutes with precast beam 22.Precast beam 22 is except that having above-mentioned each characteristic, and also longitudinally the surface at one end is equipped with groove 36, the other end be equipped with complementary fin 36 '.
These fins and groove intermesh crossbeam 22, and can also follow at the groove 26 and the flange engages parts 23A(of the flange engages parts 23 of floor one end not shown) fin 26 ' be meshed.Unique difference between flange engages parts 23A and the flange engages parts 23 be 23A have protrusion, with the fin 26 ' (not shown) of groove 26 complementations, rather than 23 grooves that had 26.As indicated above, if when member 28 belongs to the exterior wall of building, floor crossbeam 22 is by the cantilever 30A of member 28 and 30B supporting.
But if this body of wall is not an exterior wall, but middle walls, then this member is seen Figure 40 A by combined member 28A() replace.Member 28A is equipped with cantilever section 30A and the 30B that stretches out from two vertical side walls respectively.Member 28A makes the center symmetry to fore-and-aft plane Q-Q; The profile that Figure 40 A promptly goes out along this Q-Q line drawing.
That Figure 41 indicates is reinforcing bar that uses in the crossbeam 22 and the bracing means 32a that connects these reinforcing bars.Each module component 28 can not directly be placed to the precalculated position of body of wall and get on; Because for the crossbeam 22 of floor, the fin 36 on the crossbeam 22 ' engagement must be advanced the groove 36 of the crossbeam 22 of adjacency; And this fin 36 in abutting connection with the another side of crossbeam 22 ' follow groove 36 engagements of that crossbeam of another side again, like this, floor crossbeam 22 just can intermesh.So, crossbeam 22 must be earlier by being put on the body of wall, and then push other one to and laid the crossbeam 22 that puts in place, form mutual fixed engagement.Each member 28 is method operation like this also.This operation can be because fixing the inserting of the spill of member 28 bottoms held groove 7A than the convex anchor tip of a following module component 1 wideer (as shown in figure 39) smoothly, its width is enough to make member 28 with can vertically moving between the member 1 below it, and the degree that moves is enough to guarantee the fixed engagement between the floor crossbeam.In order to make member 28 unlikely again because of any former thereby normotopia that slips away after splicing, the groove 44 of vertical perforation is all arranged at the middle part of the panel 27 of every module component 28, its function is for to make vertical centering to member 28.At last, that one piece of chock 45(is not shown) squeeze into groove 44 with the fixing slotting more length of holding part 7A of compensation spill, thus make member 28 and member 1 keep firm in the back of splicing.
So far, main member detailed diagram and explanation have been done.
But, can also carry out construction, to satisfy the needs of particular design specification than the combined member of this example lengths big several times or little several times.
Equally, also can adopt suitable combined member to carry out corner and install, and the particular problem that solves external and internal wall and door and window etc.
Claims (8)
1, the pressurization that is used to build the body of wall of house or factory building and the floor steel concrete combination moulding prefabricated units that vibrate, its characteristics are for providing: have predetermined combinations length, or pattern length become the multiple to amplify or dwindle, and integrated building component (1 and 11) with predetermined combinations height and degree of depth, the specific combination member (13) that connects vertical partition wall, specific combination member (the 16D that connects the turning, 16S), turning flange engages parts (19), be placed in the horizontal flanges mating part (23) on the metope that parallels with floor crossbeam (22), be equipped with at least and stretch out two hollow cantilever part (30A from one of combined member vertical surface, forward mating part (28) 30B), described flange engages parts have the pattern length and the degree of depth, but it highly is equivalent to the height of floor, combination crossbeam (22) with combined width, its height is identical with the flange engages parts and be equipped with three sections and cantilever part (30A at least, vertical die cavity (31A of periphery complementation 30B), 31,31B), described crossbeam is vibrated reinforced concrete prefabricated by pressurization, reinforcing bar partly is (32,32a), above-mentioned each member mainly is made of two blocks of vertical vertically plates parallel to each other, its two ends have the partial or complete horizontal wall that connects, thereby form cavity (5), its upper end is equipped with convex fixed engagement part (6), the lower end is equipped with indent tabs branch (7), and have top convex guidance and a centring device (3a, 3b) and the spill guidance of lower end and centring device (4a, 4b), described device can with above or below flange engages parts or building unit fix and engage and self-centering, one of combinations thereof member end has fixedly convex blank area (8), and the other end then has complementary with it spill blank area (9).
2, combined member as claimed in claim 1, wherein the special component (13) of each outer body of wall of binding and partition wall is made of a "T"-shaped unit, that is the combined member (11) that length doubles combined member (1) is connected with a member (1) that protrudes in interior wall (2A), become 90 degree angles with the lateral symmetry plane of member (11), wherein the cavity (5a) of member (1 and 11) is connected.
3, combined member as claimed in claim 1, wherein designed use constitutes for member (16D and 16S) that two mutually perpendicular members (1 or 11) are connected is joined together by (a 1) formula or (11) formula member and a corner stake spare (17S or 17D), this corner stake (17S or 17D) is positioned at the left end or the right-hand member of member (1 or 11), the outer longitudinal face plate (2) of this member extends and forms wall after this strut member, its antetheca then is panel (18S or 18D), described strut member (17D or 17S) has convex and spill anchor tip (8 and 9), and connect part (12) by upper end horizontal and link to each other with member (1 or 11), like this, the cavity of the cavity of member (1 or 11) and strut member (17S or 17D) is interconnected, form a hollow integral body (5A), described member (1 or 11) and described strut member (17S or 17D) all have convex anchor tip part (6,6a and 6aA) and spill blank area (7,7a), and guidance and centring device (3a, 3b, 4a, 4b, and 3aA, 3bA, 4aA, 4bA).
4, combined member as claimed in claim 1, wherein turning vibrating part (19) is equal to the thickness of the member that forms body of wall by effective length and width, and effective height is equal to the building floor height, that is crossbeam (22) highly, the combination block part constitute, the side panel of described corner part (19) forms wall face (20A, 20B), or have convex or a spill anchor tip device (8,9) connection surface (21A, 21B), above-mentioned each face (20A, 20B, 21A, anchor tip part (6A and 7D) and centring device (3aD also be equipped with 21B), 3bD, 4aD, 4bD).
5, combined member as claimed in claim 1, wherein horizontal flanges parts (23) are made of four vertical bodies of wall (24,25,26,27), it has the combination specification, that is its length is identical with member (1 or 11) with width, effective height equates with FFL, one of them horizontal metope has convex anchor tip (8), another horizontal metope (27) then has spill anchor tip (9), words if needed, vertically exterior wall (24) can form as wall face, and wall (25) also can have longitudinal fluting (26) or complementary with it fin (26 ').
6, as the described combined member of claim 1 to 5, wherein be designed for the member formation of the flange engages parts (28) of the crossbeam (22) that supports at least one floor by similar (23), one of them vertically is made into similar wall face in surface (24A), another vertically surface (25A) have two outstanding, the cross section is rectangular, and has vertical die cavity (33A, (the 30A of horizontal cantilever spare 33B), 30B), described die cavity communicates with the cavity of described member, the cross section then is provided at two arm (30A with the rectangular aperture (29) that cross section outside each cantilever part (30A or 30B) equates, on the body of wall 30B) (25A), described combiner inside also is equipped with two and reinforces horizontal fitting (37).
7, combined member as claimed in claim 6, wherein vibrating part (28) is equipped with convex anchor tip (6) and spill anchor tip (7A), the latter is enough to make the crossbeam (22) of floor to do vertically to engage greater than the former degree, the side wall (27) of member is equipped with vertical groove (44), can accept chock (45), thereby stop each parts (28) to vertically move assembling right the going up that finish at member (1 or 11).
8, combined member as claimed in claim 1, wherein the load-bearing crossbeam (22) of floor has combined width, it highly is equal to the effective height of flange engages part (28), make by the moulding steel concrete that vibrates, and have three its cross sections and cantilever part (30A at least, wide basic complementary vertical die cavity (31A 30B), 31,31B), cantilever part is imported die cavity (31A, 31B), support as crossbeam (22), one of crossbeam vertical side has fin (36 ') or similar portions, guidance advances the groove (26) of vibrating part (23) or in abutting connection with the groove (36) of crossbeam, another vertical metope then has groove (36), be meshed with the fin (36 ') of adjacency crossbeam or with the fin (26 ') of a complementation of adjacent flanges parts (23), cantilever part (30A, 30B) and crossbeam (22) end be equipped with a pair of hole (35A respectively, 35B, 34A, 34B), accepting Fixed latches or similarly, thereby each piece crossbeam (22) is fixed on each supporting member (28).
Applications Claiming Priority (2)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| IT8586214A IT1229626B (en) | 1985-03-07 | 1985-03-07 | INTERLOCKED PRINTED MONOBLOCK FOR BUILDINGS IN C.A. VIBRATED AND COMPRESSED |
| IT86214-A/85 | 1985-03-07 |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN86102335A true CN86102335A (en) | 1986-12-31 |
Family
ID=11330204
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN198686102335A Pending CN86102335A (en) | 1985-03-07 | 1986-03-06 | The reinforced concrete combined structure member that building is used |
Country Status (9)
| Country | Link |
|---|---|
| EP (1) | EP0252913A1 (en) |
| JP (1) | JPS62502129A (en) |
| KR (1) | KR870700113A (en) |
| CN (1) | CN86102335A (en) |
| AU (1) | AU5580286A (en) |
| DK (1) | DK533586D0 (en) |
| IT (1) | IT1229626B (en) |
| NO (1) | NO864389D0 (en) |
| WO (1) | WO1986005225A1 (en) |
Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102482884A (en) * | 2009-07-27 | 2012-05-30 | 姜锡赞 | Block System For Wall Construction |
| CN106677372A (en) * | 2017-01-26 | 2017-05-17 | 杨玉明 | Sectional material structure for sectional material house building and house building method |
| CN107401246A (en) * | 2017-09-12 | 2017-11-28 | 长春工程学院 | A kind of assembled interior wall partition |
| CN112746694A (en) * | 2019-10-29 | 2021-05-04 | 沈阳大学 | Fabricated concrete frame-shear wall structure and preparation method thereof |
| CN112832409A (en) * | 2021-02-08 | 2021-05-25 | 临沂职业学院 | Composite wall for fabricated building |
Families Citing this family (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| FR2643099B1 (en) * | 1989-02-16 | 1992-08-28 | Essbloc Sa | BUILDING BLOCK WITH DRY ASSEMBLY AND BUILDING BUILDING USING SUCH BLOCKS |
| ES2125118B1 (en) * | 1994-03-11 | 1999-10-16 | Dragados & Construcciones | MODULAR COUPLING SYSTEM FOR PREFABRICATED CONSTRUCTIONS. |
| GB2310224A (en) * | 1996-02-15 | 1997-08-20 | Shapland & Petter Ltd | Partition |
| AT500089B1 (en) * | 2001-04-17 | 2006-05-15 | Reicher Markus Dipl Ing | SELF-BUILDING QUICK-FAST SYSTEM |
| FR2952949B1 (en) * | 2009-11-26 | 2014-09-12 | Batista Bernardo Martins | CONSTRUCTION BLOCK AND METHOD OF INSULATING A WALL USING THE CONSTRUCTION BLOCK |
| GB2475904A (en) | 2009-12-04 | 2011-06-08 | Poundfield Products Ltd | Precast wall section as permanent form |
| CN101982628A (en) * | 2010-10-18 | 2011-03-02 | 胡华清 | Soundproof and heat-insulated modularized light partition wall material |
| WO2022258852A1 (en) * | 2021-06-08 | 2022-12-15 | Torres Mesa Wuiljes Ibrahim | Construction system using plastic blocks |
Family Cites Families (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CH103388A (en) * | 1922-02-25 | 1924-02-01 | Nadler Carl | Reinforced concrete beams. |
| FR1394232A (en) * | 1964-02-20 | 1965-04-02 | Stackable prefabricated blocks for construction | |
| US3717967A (en) * | 1972-01-06 | 1973-02-27 | P Wood | Block and buidling construction using same |
| CA976322A (en) * | 1972-11-14 | 1975-10-21 | Eugene Drouin | Building components and method of manufacturing same |
| NL8300332A (en) * | 1983-01-28 | 1984-08-16 | Bredero Nv | METHOD FOR MANUFACTURING A WALL BY STACKING GIPPLE BLOCKS AND GIPPY BLOCK |
-
1985
- 1985-03-07 IT IT8586214A patent/IT1229626B/en active
-
1986
- 1986-02-26 JP JP61501559A patent/JPS62502129A/en active Pending
- 1986-02-26 EP EP86901989A patent/EP0252913A1/en not_active Withdrawn
- 1986-02-26 AU AU55802/86A patent/AU5580286A/en not_active Abandoned
- 1986-02-26 WO PCT/IT1986/000016 patent/WO1986005225A1/en not_active Application Discontinuation
- 1986-02-26 KR KR1019860700772A patent/KR870700113A/en not_active Application Discontinuation
- 1986-03-06 CN CN198686102335A patent/CN86102335A/en active Pending
- 1986-11-04 NO NO864389A patent/NO864389D0/en unknown
- 1986-11-07 DK DK533586A patent/DK533586D0/en not_active Application Discontinuation
Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102482884A (en) * | 2009-07-27 | 2012-05-30 | 姜锡赞 | Block System For Wall Construction |
| CN106677372A (en) * | 2017-01-26 | 2017-05-17 | 杨玉明 | Sectional material structure for sectional material house building and house building method |
| CN107401246A (en) * | 2017-09-12 | 2017-11-28 | 长春工程学院 | A kind of assembled interior wall partition |
| CN112746694A (en) * | 2019-10-29 | 2021-05-04 | 沈阳大学 | Fabricated concrete frame-shear wall structure and preparation method thereof |
| CN112832409A (en) * | 2021-02-08 | 2021-05-25 | 临沂职业学院 | Composite wall for fabricated building |
Also Published As
| Publication number | Publication date |
|---|---|
| NO864389L (en) | 1986-11-04 |
| EP0252913A1 (en) | 1988-01-20 |
| DK533586A (en) | 1986-11-07 |
| WO1986005225A1 (en) | 1986-09-12 |
| IT1229626B (en) | 1991-09-04 |
| NO864389D0 (en) | 1986-11-04 |
| KR870700113A (en) | 1987-03-14 |
| IT8586214A0 (en) | 1985-03-07 |
| JPS62502129A (en) | 1987-08-20 |
| AU5580286A (en) | 1986-09-24 |
| DK533586D0 (en) | 1986-11-07 |
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