CN103025978B - For the concrete hollow module of wall or house building - Google Patents
For the concrete hollow module of wall or house building Download PDFInfo
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- CN103025978B CN103025978B CN201180023716.8A CN201180023716A CN103025978B CN 103025978 B CN103025978 B CN 103025978B CN 201180023716 A CN201180023716 A CN 201180023716A CN 103025978 B CN103025978 B CN 103025978B
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- Prior art keywords
- concrete hollow
- hollow module
- combination
- wall
- module
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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
- E04B2002/0208—Non-undercut connections, e.g. tongue and groove connections of trapezoidal 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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- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Physics & Mathematics (AREA)
- Electromagnetism (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)
Abstract
A kind of preferred concrete hollow module (10), assuming that be rectangle brick shapes in fact, has the change of some die moulds.Its main body is provided with multiple external members of multiple vertically disposed chamber (13) and the parallel ridge projections (14) of two essence, comprise external member in the middle of two end external members and, external member is arranged on long and narrow side relative on the top surface of concrete hollow module (10).The breach of discontinuity is there is between ridge projections (14).Described concrete hollow module (10) one end comprises raised face (11), and the other end comprises concave surface (12).Preferably adopt the preferred staggered construction method of parallel direction of the present invention, can perpendicular walls be built.Adopt the present invention's combination that is staggered in the vertical direction can form L shape corner, T byte point or cross node mutually in wall or house building.
Description
Technical field
The present invention relates generally to the concrete hollow module for wall or house building.In the parallel or vertical direction of building, place by being placed on another top or short opposite end on the direction being parallel or perpendicular to construction, by one, the combination of the described module that is staggered, obtains the hollow module of interlocking adjacent concrete with face-to-face and end-to-end glossal canal mechanism.Especially, the present invention relates to the preferred embodiment of the concrete hollow module for building straight wall in a parallel direction, the staggered mode of preferred employing, is building the house with L shape corner, T byte point or cross node perpendicular to staggered direction.
Background technology
In wall or building construction, usually fragment of brick or building block are placed along its plane to be formed combination (course) (leveling course).Fragment of brick or building block are staggered and come to overlap each other.Thus, can on large area scatteredload.Use the thick plaster of 3-13mm to form vertical and level connection joint between fragment of brick and building block.Plaster ensures balanced load, supports the position securing fragment of brick or building block, builds firmly wall or house.
The typical aspect of fragment of brick is high is respectively 215mm, 102.5mm and 65mm.Due to above-mentioned size, use fragment of brick to be of value to and build L shape corner, T byte point or cross node in wall or building construction.
The main drawback of laying bricks is that fragment of brick relative size is less, has requirement to the technical ability of bricklayer.Construction work of laying bricks is slow, consuming time and cost is large.
The typical sizes of loam brick is respectively long 300mm, wide 62.5-150mm, high 215mm.
The typical sizes of Concrete brick is then respectively long 390-590mm, wide 60-215mm, high 90-215mm.
Along with the increase of fragment of brick length, the speed that building site (on-site) builds is improved.
The patent No. is in the Malaysian earlier patents of MY-1289460-A, and inventor discloses the building method using and comprise the hollow module of precast concrete of elongated modular and link block.These modules can manual or mechanically actuated easily.The form of expression of each elongated modular is elongated hollow module.By a large amount of elongated modular being deposited on another module, and then form wall.By by connecting the corresponding stacking of the hollow T-shaped of precast concrete of described wall or L shape or criss-cross link block, form the four sides wall closing such as room, place.
The main weak point of described previous Malaysian Patent is, needs different moulds to manufacture described elongated modular, T-shaped link block, L shape link block and cross link block.This always can increase cost and the time of wall or building construction.
Summary of the invention
Therefore, main purpose of the present invention is, adopt a preferred embodiment of concrete hollow module to build straight wall in the horizontal direction, preferably adopt staggered mode, build the house with L shape corner, T byte point or cross node perpendicular to staggered direction.
Another target of the present invention is to reduce construction cost.Another target of the present invention is plaster use amount during interlocking hollow module of adjacent concrete to be down to minimum.Another object of the present invention is also to merge the arbitrary long and narrow side of the concrete hollow module used when building wall profile or some die moulds change of two long and narrow sides.
By providing a preferred embodiment of the concrete hollow module or have without die mould change, realize these objects.Basic building block supposition presents brick shapes, preferred rectangle in essence.
Be provided with multiple chamber in described concrete hollow module main body, and be wholely set multiple external members of two parallel ridge projections in open-topped each long and narrow side in the described vertical chamber of concrete hollow module, comprise external member in the middle of two end external members and.The lower surface of described concrete hollow module is provided with groove, and groove coordinates with selected described ridge projections external member in parallel direction and vertical direction.By the interlocking effect be combined to form by staggered concrete hollow module, enhance the globality of L shape corner in vertical direction, T byte point or cross node.
Therefore, the be staggered wall of combination of concrete hollow module or the step of house building of the employing of this preferred embodiment comprises:
Form the first combination of described concrete hollow module, each module have multiple in main body vertically disposed chamber and the open-topped each long and narrow side in vertical chamber be wholely set multiple external members of two parallel ridge projections, comprise external member in the middle of two end external members and.
On described first or existing combination, place the adjacent combination of the next one of described concrete hollow module along parallel or vertical direction;
Filling agent have described concrete hollow module, have by the cutting tip of sawing a kind of combination in any breach;
Described combination is piled up with the wall height of satisfied hope with preferred staggered pattern; And
Be staggered described combination to form L shape corner, T byte point or the cross node in vertical direction, and the adjacent hollow module be wherein close to is vertical with first or the top of the ridge projections external member selected of the existing concrete hollow module combined to be arranged;
Whereby, the interlocking effect between staggered combination is obtained by the first surface opposite interlocking glossal canal mechanism between described concrete hollow module and the second end-to-end interlocking glossal canal mechanism.
Pile up that the concrete hollow module or have without die mould change is low-rise building, tourist attraction (resortunit), small log cabin, Jing Ju place, remote districts dormitory, odd-job room, room, sentry post, sell point, enclosure wall etc. and build wall.
Accompanying drawing explanation
For making the present invention easier to understand, below by way of citing, the preferred embodiment or have without the concrete hollow module of some die moulds change for wall or house building is described in detail.
Will with reference to accompanying drawing, wherein:
Fig. 1 a is the phantom drawing of a preferred embodiment according to concrete hollow module of the present invention, often holds be provided with two parallel vertical slot line in concrete hollow module;
Fig. 1 b is the top view of the concrete hollow module shown in Fig. 1 a;
Fig. 1 c is the lateral view of the concrete hollow module shown in Fig. 1 a;
The end-view that Fig. 1 d is the concrete hollow module shown in Fig. 1 a;
Fig. 1 e is the end-view that three concrete hollow module are not interlocked, overlie one another;
Fig. 1 f is the phantom drawing of the preferred embodiment shown in Fig. 1 a, wherein eliminates the walling part between two vertical slot line;
Fig. 2 is the phantom drawing of the L shape corner by building with the combination of the stacking concrete hollow module of preferred staggered pattern;
Fig. 3 is the phantom drawing by the T-shaped node built with the combination of the stacking concrete hollow module of preferred staggered pattern;
Fig. 4 is the phantom drawing by the cross node built with the combination of the stacking concrete hollow module of preferred staggered pattern;
Fig. 5 a is the top view of a kind of combination of concrete hollow module;
Fig. 5 b is the top view that the another kind of the concrete hollow module adjacent with Fig. 5 a combines;
Fig. 6 is the phantom drawing of the L shape corner being furnished with doorframe or window frame in room, and this L shape corner is preferably formed by the staggered combination of concrete hollow module;
Fig. 7 a is by the wall schematic diagram of the fabrication of the concrete hollow module not possessing or possess the first die mould change (firstprofilingvariation);
Fig. 7 b is the end-view of the wall shown in Fig. 7 a;
Fig. 8 a is the wall schematic diagram built by the combination possessing the concrete hollow module that the second die mould changes;
Fig. 8 b is the end-view of the wall shown in Fig. 8 a;
Fig. 9 a is the wall schematic diagram built by the combination possessing the concrete hollow module that the 3rd die mould changes;
Fig. 9 b is the top view of wall shown in Fig. 9 a.
Detailed description of the invention
According to the invention discloses there is the change of some die moulds concrete hollow module (10) as the preferred embodiment of basic architecture module.
Conveniently explain explanation, for identical assembly or element use identical label.In order to distinguish identical assembly or element, to annotate subscript to identical label ' or " and suffix " x ", " a ", " b " or " c ".
Further, wall or building construction method adopt the concrete hollow module (10) with die mould change (10a, 10b, 10c) to form combination, to mate the Desired Height of wall or house.
During the present embodiment describes, widely used " glossal canal mechanism " this term, it should for extensively knowing in technical field.Such as, " tongue " in fact refer to may for the ledge such as surface or ridge projections stretched out.Similarly, " groove " refers to the parts of linking " tongue " haply, can be groove or concave surface.Tongued and grooved is used as interlocking mechanism.The glossal canal mechanism of end-to-end interlocking represents the corresponding cooperation of groove that the tongue that is configured in one end of concrete hollow module (10 ') and adjacent concrete hollow module (10 ") one end configures.
Fig. 1 a, 1b, 1c and 1d are the preferred embodiments according to concrete hollow module of the present invention (10).Disclosed is building block basic in wall or building construction method.The shape of block is rectangle in described concrete hollow module supposition in essence.
The main body of concrete hollow module (10) comprises multiple vertically disposed chamber (13).Each vertically disposed chamber (13) has the vertical axis with the plane parallel of its side surface in its opening.The length of concrete hollow module (10) is relevant with the number and size determining vertically disposed chamber (13) with width.In the change of other die moulds, at least one long and narrow side of each concrete hollow module (10) is that tilt or carinate.
Conveniently explain explanation, drawings illustrate the chamber (13) of 5 arranged perpendicular.The chamber (13) of three arranged perpendicular is substantially rounded, preferably oval, and the vertically disposed chamber (13 ') of two ends is carrying out sufficient cutting towards the end of concrete hollow module (10).It should be noted that cavity geometry can be other circle.Cavity round-shaped for preventing the corner in vertically disposed chamber (13) from occurring crack.
As prior art, in concrete hollow module (10), vertically disposed chamber (13) are of value to some other purposes, do not add in this manual and elaborate.Such as, described vertically disposed chamber (13) is by arranging metal bar packing material and reinforcing rib carries out filling to form pillar and crossbeam in the place needed.Described vertically disposed chamber (13) is also for hiding pipeline and wiring.
On the one hand, two parallel ridge projections (14), multiple external members of comprising two end external members and external member in the middle of along concrete hollow module (10) length direction, be wholely set on the relative long and narrow side of concrete hollow module (10) top surface.End external member arranges towards the end of described concrete hollow module, and middle external member is arranged between the external member of end along the length direction of described concrete hollow module.
In Fig. 1 a, 1b and 1f, five external members of five corresponding two abundant parallel ridge projections (14) of vertically disposed chamber (13,13 ').But still it is noted that above-mentioned two kinds of parts of authorizing, namely chamber (13) and ridge projections (14) are independent separately, there is not association completely between the two.
Each external member of two ridge projections can regard as " tongue " in the glossal canal mechanism of first surface opposite.The bottom profile of concrete hollow module (10) should be groove (15) mutually, for coordinating with selected ridge projections (14) external member.As shown in fig. le, groove in ridge projections (14 ') and the hollow module of the adjacent concrete being arranged on top (10 ") of a concrete hollow module (10 ') (15 ") corresponding coupling cooperation forms first and interlocks glossal canal mechanism.
First interlocking glossal canal mechanism occurs in the aspectant part of two concrete hollow module stacking setting each other (10 ', 10 ").Note also that, described first surface opposite interlocking interlocking glossal canal mechanism also comprises the clearance space (space) for arrangement of reinforcement, cable, pipeline.
On the other hand, one end of concrete hollow module (10) comprises raised face (11), and the other end of concrete hollow module (10) comprises concave surface (12).As shown in Figure 2, concave surface (12 ") the corresponding cooperation of one end of raised face (11 ') and the hollow module of adjacent concrete (10 ") of a concrete hollow module (10 ') forms second and interlocks glossal canal mechanism.Described second interlocking glossal canal mechanism is positioned at the end-to-end part of concrete hollow module (10 ', 10 ").
Described two kinds of interlocking glossal canal mechanism to make in wall and house building the hollow module of adjacent concrete (10 ', 10 ") can auto-alignment, and then reduce technical staff's Man's Demands.As shown in fig. le, when constructing wall, interlocking glossal canal mechanism provides good guiding for the combination of concrete hollow module (10 ', 10 ").
The length of concrete hollow module (10) can change by changing the length of mould in production engineering.Such as, length is that the weight of the concrete hollow module (10) of 750mm is about 26kg.The Suitable weight of workers carry should be no more than 30kg.If the length of concrete hollow module (10) is long, its intensity will reduce.The length increased will cause handling and more breakage in transportation.The length of concrete hollow module (10) is also limited to building block machine.The concrete hollow module (10) with length obtains in uniform pressure in a mold by difficulties.This is by the appearance of the uneven distribution and rapid wear point that cause cement.Therefore, consider, 750mm is optimum length.
As shown in Figure 1a, concrete hollow module (10) also possesses two parallel vertical slot line (16) at each end.These parallel vertical line of rabbet joint (16) are convenient in building course, use hammer scene to knock.Fig. 1 f illustrates barrier (wall) part between the two parallel vertical line of rabbet joint (16) by the concrete hollow module under striking.When concrete hollow module (10 ', 10 ") by install additional reinforcement bar with to vertical fill concrete in chamber (13) is set and is joined together to form crossbeam time, will the abate operation of described barrier part be completed.
According to the present invention, what can there is parallel direction or vertical direction piles up combination.In parallel direction, build vertical wall.In the vertical direction, L shape corner, T byte point or cross node is built.Place the first combination of described concrete hollow module (10 '), second or next adjacent combination of concrete hollow module (10 ") are placed on the parallel or vertical direction of first or last combination.Thus, combination is piled up to build desirable height.Described wall becomes load bearing wall.
Therefore, the wall of use concrete hollow module (10) of the preferred embodiments of the present invention and the construction method in house comprise step:
Form the first combination of described concrete hollow module (10 '), each module has multiple external members of multiple vertically disposed chamber (13) in main body and two parallel ridge projections (14), comprise external member in the middle of two end external members and, between long and narrow side relative on the length direction top surface of concrete hollow module (10), there is breach;
Described first or existing combination basis on to place the adjacent combination of the next one of described concrete hollow module (10 ") along parallel or vertical direction;
In described concrete hollow module (10) with in one of the cutting tip (10x) via sawing combination, fill any breach;
Described combination is piled up with the wall height of satisfied hope with staggered pattern; And
Be staggered described combination to form L shape corner, T byte point or the cross node in right angle orientation, and the adjacent hollow module be wherein close to is vertical with the top of ridge projections (14) external member selected of the existing concrete hollow module combined to be arranged;
Whereby, the interlocking effect between staggered combination is obtained by the first surface opposite interlocking glossal canal mechanism between described concrete hollow module (10 ', 10 ") and the second end-to-end interlocking glossal canal mechanism.
Further, according to the present invention, concrete hollow module (10) is easy to transport and operation.Difficulty required on the building method that they are dry is at the scene less.Pile up that the concrete hollow module or have without die mould change (10,10a, 10b, 10c) is low-rise building ideally, tourist attraction, small log cabin, Jing Ju place, remote districts dormitory, odd-job room, room, sentry post, sell point, enclosure wall etc. and build wall.
In Fig. 2, by piling up the twice wall of concrete hollow module (10), the combination that is staggered of preferred concrete hollow module (10), forms L shape corner.Pile up mode due to described preferred cross arrangement, a kind of any breach of combination can be filled by the cutting tip of described concrete hollow module (10) (10x), and described cutting tip is formed by sawing.The interlocking effect that the globality of L shape corner is combined to form by staggered concrete hollow module is enhanced.When forming L shape corner in wall or house building course, in first or existing combination, the described end external member of the first concrete hollow module is set to the end external member of the first concrete hollow module be vertically close in first or existing combination.
In Fig. 3, by piling up the twice wall of concrete hollow module (10), the combination that is staggered of preferred concrete hollow module (10), builds T byte point.Pile up mode due to described cross arrangement, a kind of any breach (gap) of combination can be filled by the cutting tip of described concrete hollow module (10) (10x), and described cutting tip is formed by sawing.The interlocking effect that the globality of T byte point is combined to form by staggered concrete hollow module is enhanced.When forming T byte point in wall or house building course, in first or existing combination, the described end external member of the 3rd concrete hollow module is set to the middle part external member being vertically close to the 4th concrete hollow module.Concrete hollow module from the close combination of next-door neighbour is vertically staggered on first or existing described third and fourth concrete hollow module combined.
In the diagram, by piling up the twice wall of concrete hollow module (10), the combination that is staggered of preferred concrete hollow module (10), builds cross node.Pile up mode due to described cross arrangement, a kind of any breach of combination can be filled by the cutting tip of described concrete hollow module (10) (10x), and described cutting tip is formed by sawing.The interlocking effect that the globality of cross node is combined to form by staggered concrete hollow module is enhanced.When forming cross node in wall or house building course, in first or existing combination, the 5th is set to the middle external member of vertical the 7th concrete hollow module in first or existing combination with the described end external member of the 6th concrete hollow module.
Fig. 5 a and 5b respectively illustrates the particular orientation of two kinds of close combinations of concrete hollow module in construction of walls (10 ', 10 ").Due to its mode of piling up that is preferably staggered, a kind of any breach of combination also can be filled by the cutting tip of described concrete hollow module (10) (10x), and described cutting tip is formed by sawing.Workman needs how to place described concrete hollow module (10 ', 10 "), preferably undergo training in the described concrete hollow module that how to be staggered (10 ', 10 ").
In figure 6, the L shape corner in house is furnished with doorframe and window frame, and the combination of concrete hollow module (10) is preferably piled up with staggering approach.
In foregoing description, described concrete hollow module (10) is interpreted as basic construction module.It should be noted that described concrete hollow module may have other die mould change.
In Fig. 7 a and Fig. 7 b, to show on a long and narrow side not with the concrete hollow module (10,10a) changed with die mould with a kind of preferred wall construction without the staggered schematic diagram piled up.
In Fig. 8 a, 8b, 9a and 9b, illustrate concrete hollow module (10b, 10c) and change with die mould in a long and narrow side, with a kind of preferred wall construction without the staggered schematic diagram piled up.
In figs. 7 a and 7b, show by changing the concrete hollow module (10a) of described concrete hollow model (10) in the first die mould change of the width of a long and narrow side.Because width is different, the wall on described long and narrow side becomes and is staggered.The concrete hollow module (10,10a) in alternate combinations with different in width is utilized to build preferred wall structure thus.Another long and narrow side of the concrete hollow module of each combination (10,10a) keeps alignment, to obtain the wall surface flushed.
In Fig. 8 a and 8b, the concrete hollow module (10b) of the second die mould change is a long and narrow side of inclination concrete hollow module.Due to the inclined plane of each combination, the wall of described long and narrow side is waveform.Preferred wall construction is constructed thus, and another long and narrow side of wherein each combination of concrete hollow module (10b) keeps alignment, to obtain the wall surface flushed.
In Fig. 9 a and 9b, the concrete hollow module (10c) of the 3rd die mould change is to make one of described concrete hollow module long and narrow side be carinate (ridging).Due to the described ridge projections of each aggregate surface, the wall of described long and narrow side is carinate.Construct a preferred wall construction thus, another long and narrow side of each combination of wherein said concrete hollow module (10c) keeps alignment, to obtain the wall surface flushed.
In above-mentioned preferred wall construction, be provided with die mould change in a long and narrow side of described concrete hollow module (10), but another long and narrow side of described concrete hollow module (10) is then concordant in fact with adjacent concrete hollow module (10,10a, 10b, 10c).It should be noted that and die mould change all can be set in two long and narrow sides of the described concrete hollow module (10) for building other wall constructions.
Claims (11)
1. concrete hollow module, for by be staggered or not staggered mode is piled up described module and built wall or house, is characterized in that,
Concrete hollow module described in each (10) is rectangle brick shapes, has the multiple vertically disposed chamber (13) be arranged in main body, in the opening in described each chamber, has the vertical axis with side surface plane parallel;
Multiple external members of two parallel ridge projections (14) have been wholely set in open-topped each long and narrow side of described vertical chamber (13), comprise external member in the middle of two end external members and, and the bottom profile of described concrete hollow module (10) should be groove (15) mutually, for coordinating with selected ridge projections (14) external member
The breach of discontinuity is there is between described ridge projections (14);
Concrete hollow module (10) one end comprises raised face (11), and the other end comprises concave surface (12);
Therefore first or existing combination in concrete hollow module (10 ') on two parallel ridge projections (14 ') the hollow module of the adjacent concrete of an external member accordingly with the next one in adjacent combination (10 ") on groove (15 ") match, form first surface opposite interlocking glossal canal mechanism;
Concave surface in raised face (11 ') therefore in a concrete hollow module (10 ') and the hollow module of the adjacent concrete of end-to-end setting (10 ") (12 ") corresponding coupling, form the second interlocking glossal canal mechanism;
Therefore the concrete hollow module of adjacent for next one combination is arranged on the top of the concrete hollow module in first or existing combination by parallel direction, in staggered mode, to build perpendicular walls;
When forming L shape corner, T byte point or cross node in wall or building construction, by the concrete hollow module of next adjacent combination to be arranged on the top of selected ridge projections (14) external member of at least one concrete hollow module of first or existing combination by vertical direction.
2. concrete hollow module according to claim 1 (10), is characterized in that, described first surface opposite interlocking glossal canal mechanism comprises the gap for arrangement of reinforcement, cable and pipeline.
3. concrete hollow module according to claim 1 (10), is characterized in that, the opening of described vertically disposed chamber (13) is circular or oval.
4. concrete hollow module according to claim 1 (10), it is characterized in that, one long and narrow side of described concrete hollow module (10) is arranged die mould change, and another long and narrow side of each combination of described concrete hollow module (10,10a, 10b, 10c) keeps alignment, to obtain the metope flushed when building wall construction.
5. concrete hollow module according to claim 1 (10), is characterized in that, the two long and narrow sides for the described concrete hollow module (10) building wall construction all arrange die mould change.
6. concrete hollow module according to claim 1 (10), it is characterized in that, each end of described concrete hollow module (10) is provided with two parallel vertical slot line (16), so as to the barrier part described in abate between two parallel vertical slot line (16).
7. concrete hollow module according to claim 1 (10), is characterized in that, the end external member of the first concrete hollow module is set to the end external member of the second concrete hollow module of vertical next-door neighbour first or existing combination;
When forming L shape corner in wall or house building course, the concrete hollow module of next combination is vertically staggered above described first or existing the first and second concrete hollow module combined.
8. concrete hollow module according to claim 1 (10), is characterized in that, the end external member of the 3rd concrete hollow module is set to the vertical middle external member be close to from first or existing the 4th concrete hollow module combined;
When forming T byte point in wall or house building course, the concrete hollow module of next combination is vertically staggered above described first or existing the third and fourth concrete hollow module combined.
9. concrete hollow module according to claim 1 (10), is characterized in that, the end external member of the 5th and the 6th concrete hollow module is set to the middle external member perpendicular to next-door neighbour first or existing the 7th concrete hollow module combined;
When forming cross node in wall or house building course, the concrete hollow module of next adjacent combination is vertically staggered above described first or existing the 5th and the 6th concrete hollow module combined.
10. concrete hollow module according to claim 1 (10), is characterized in that, the weight of described concrete hollow module (10) is no more than 30kg.
11. concrete hollow module according to claim 1 (10), is characterized in that, the length of concrete hollow module (10) is no more than 750mm.
Applications Claiming Priority (3)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| MYPI2010002200A MY154355A (en) | 2010-05-12 | 2010-05-12 | Concrete hollow modules for a wall or room construction |
| MYPI2010002200 | 2010-05-12 | ||
| PCT/IB2011/052080 WO2011141884A1 (en) | 2010-05-12 | 2011-05-12 | Concrete hollow modules and a wall or room construction method using the same |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN103025978A CN103025978A (en) | 2013-04-03 |
| CN103025978B true CN103025978B (en) | 2016-02-10 |
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ID=44914013
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201180023716.8A Active CN103025978B (en) | 2010-05-12 | 2011-05-12 | For the concrete hollow module of wall or house building |
Country Status (4)
| Country | Link |
|---|---|
| CN (1) | CN103025978B (en) |
| MY (1) | MY154355A (en) |
| SG (1) | SG184953A1 (en) |
| WO (1) | WO2011141884A1 (en) |
Families Citing this family (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| KR101320092B1 (en) * | 2013-04-19 | 2013-10-18 | 배성조 | Method for constructing of wall and wall structure threrof |
| CN103726603B (en) * | 2013-12-06 | 2016-01-06 | 李德福 | A kind of hollow out automatic centering eyelet antidetonation wall body brick |
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| US4426815A (en) * | 1979-12-10 | 1984-01-24 | Sam Brown | Mortarless concrete block system having reinforcing bond beam courses |
| US4771584A (en) * | 1987-04-02 | 1988-09-20 | F. Bon Jasperson | Concrete block wall construction method |
| US6226951B1 (en) * | 1996-12-11 | 2001-05-08 | Azar Holdings Ltd. | Concrete building blocks |
| CN2660000Y (en) * | 2003-12-09 | 2004-12-01 | 黄光泽 | Single row holes concrete wall core rod building blocks |
| CN201265206Y (en) * | 2008-09-28 | 2009-07-01 | 梁彬 | Right-angle module |
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2010
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2011
- 2011-05-12 CN CN201180023716.8A patent/CN103025978B/en active Active
- 2011-05-12 SG SG2012077848A patent/SG184953A1/en unknown
- 2011-05-12 WO PCT/IB2011/052080 patent/WO2011141884A1/en active Application Filing
Patent Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US4426815A (en) * | 1979-12-10 | 1984-01-24 | Sam Brown | Mortarless concrete block system having reinforcing bond beam courses |
| US4771584A (en) * | 1987-04-02 | 1988-09-20 | F. Bon Jasperson | Concrete block wall construction method |
| US6226951B1 (en) * | 1996-12-11 | 2001-05-08 | Azar Holdings Ltd. | Concrete building blocks |
| CN2660000Y (en) * | 2003-12-09 | 2004-12-01 | 黄光泽 | Single row holes concrete wall core rod building blocks |
| CN201265206Y (en) * | 2008-09-28 | 2009-07-01 | 梁彬 | Right-angle module |
Also Published As
| Publication number | Publication date |
|---|---|
| WO2011141884A1 (en) | 2011-11-17 |
| MY154355A (en) | 2015-05-29 |
| SG184953A1 (en) | 2012-11-29 |
| CN103025978A (en) | 2013-04-03 |
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