CN86102682A - In order to build flexible good building or suchlike building method and technology - Google Patents
In order to build flexible good building or suchlike building method and technology Download PDFInfo
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- CN86102682A CN86102682A CN 86102682 CN86102682A CN86102682A CN 86102682 A CN86102682 A CN 86102682A CN 86102682 CN86102682 CN 86102682 CN 86102682 A CN86102682 A CN 86102682A CN 86102682 A CN86102682 A CN 86102682A
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Abstract
The present invention relates to the universal architecture of house, wall, roof, floor, ceiling and the house or the similar structures of specific use.Device of the present invention mainly comprises: the supporting base of at least two vertical rib or wing plate is arranged, strengthen concrete in the perfusion of two intercostals; But its cross section is the concrete parallelepiped brick that is shaped as of continous pouring; The inversion T shape supporting beam that can cooperate with corresponding brick; The cellular planar plate members that the wing plate of supporting beam cooperates; Have and to be installed in the tile that sets the shape on together the batten with supporting beam.It is effective especially that the present invention is used to build various building to withstand earthquake.
Description
The present invention relates in order to build flexible good building or suchlike building method and technology.
The object of the invention specially refers to the process portion of the universal architecture of house, wall, roof, floor, ceiling or the like and similar specific use house or building.
The known building block system fragment of brick of being made by concrete or other suppressible material, these fragments of brick have certain shape, can be assembled into the exterior wall and the internal partition wall in house with them.Somebody's suggestion in addition, the form of structure of employing groove and boss on some face of fragment of brick, this structure are followed in abutting connection with the mutual corresponding construction that forms of brick and are worked in coordination.These measures make said brick be in line or angled or combination that both have concurrently in can directly assemble, thereby exempted cementing agent.Locate so that fragment of brick can rely on mutually on the last plane of fragment of brick, lower plane or can have the cooperation means of certain form simultaneously at upper and lower faces.
Can mention as an example, French Patent (FRP) 2,432,588 applicant is the holder of patent of present patent application simultaneously.
Above-mentioned building method, except infinite specific use, it is favourable using in seismic region.
Yet the problem of building, ground, floor and roof component is not solved so far as yet, is not at least to be among the satisfied state, and therefore, whole building is in case after the completion, lacks necessary flexibility and is not enough to withstand earthquake.
According to this viewpoint, purpose of the present invention is to provide a kind of simple and the efficient construction method is used various types of fragments of brick and building unit, and they have certain shape and can be assembled together mutually, give building rather good flexibility.As a result, whole building can be movable owing to have retractility under geological process, thereby avoided because breaking of adopting traditional perfect rigidity to build to cause and damaging.
By the building method that is described in detail in claims and technology for anyone all need not special expertise or special tool(s) also can build the building of virtually any size.
Based on this purpose, according to technology of the present invention, the supporting base that forms the building foundation circumference is settled on the ground; These bases are filled with strengthening concrete, and wall and partition wall be with various direct packaged joining of assembling mould brick, need not cementing agent; Various by being supported on the shaped component on the crossbeam, on corresponding height, form floor, ceiling and roof, crossbeam cooperates with the appropriate section of the fragment of brick that forms continuous circumference; Inject in the fragment of brick of the corner of vertical connection and in which floor fragment of brick be arranged in floor and roof height along circumference on and strengthen concrete; Tile will be installed together with crossbeam, and beam supporting the member that forms roofing slab.
In order to realize above-mentioned technology, this method mainly comprises following several combinations:
Ground supporting base, it has two vertical ribs or wing plate at least, injects to strengthen concrete between wing plate.
The moulding fragment of brick of various direct assembling parallelepipeds,
Fragment of brick with certain transverse shape can inject in it concrete incessantly,
The T type section moulding supporting beam of putting upside down, the appropriate section of energy and fragment of brick is worked in coordination,
Plane cellular member and crossbeam wing plate cooperatively interact with support pattern, as floor, ceiling and roofing slab.
Tile has certain shape so that be fixed on the batten that is assembled together with crossbeam,
These and other remaining explanation of some characteristics will show.
Now determine theme of the present invention, but this is not to limit the present invention with the graphic mode in the accompanying drawing.
Fig. 1 is the axonometric projection graph that has part section, the construction example that expression is built with this technology and method,
Fig. 2 is local axonometric projection graph, the various compound modes that adopt in expression assembling corner,
Fig. 3,4 and 5 is axonometric projection graphs, with diagram the assembling and the location of fragment of brick and ground supporting base has been described in more detail,
Fig. 6 is the outline drawing corresponding to Fig. 5;
Fig. 7 and Fig. 8 are the axonometric projection graphs of plane cellular member, and this member is predetermined be used for constituting floor, ceiling and roofing slab,
Fig. 9 is the elevation of member represented among Fig. 7 and Fig. 8,
Figure 10 is the lateral view corresponding to Fig. 9,
Figure 11 is the axonometric projection graph of the crossbeam that cooperates one by one with plane cellular member,
Figure 12 is the elevation of crossbeam,
Figure 13 is the horizontal projection corresponding to Figure 11,
Figure 14 is a positive view, and the cellular member that explains through diagrams is with respect to the location of crossbeam,
The view of Figure 15 is similar to Figure 14, expression and cellular unit construction electric wire pipe together,
Figure 16 is an axonometric projection graph, represents being connected and the location of crossbeam and cellular member,
Figure 17 is the axonometric projection graph of tile,
Figure 18 is the axonometric projection graph of a certain member, and this member has certain shape so that connect two tiles that are close to mutually,
Figure 19 is the tile of representing with elevation and lateral view,
Figure 20 is the connecting elements of the tile represented with elevation and lateral view,
Figure 21 is an axonometric projection graph, represents the location of some tiles,
Figure 22 is an axonometric projection graph, and explain through diagrams tile and crossbeam are combined,
Figure 23 to 33 has exemplified the embodiment of the basic forming fragment of brick of making by this method with axonometric projection graph,
Figure 35 to 36 is axonometric projection graphs, represents corresponding to construction process of the present invention,
Figure 37 and 38 is the axonometric projection graphs about direct another preferential embodiment of assembling fragment of brick,
Figure 39 is the section plan along 39-39 line direction among Figure 37,
In order clearly to illustrate the notion of theme of the present invention, the various typical embodiments referring now to diagrammatizing in the accompanying drawings are illustrated in unrestriced mode.
In the design's ground scope, laying supporting base member (1) on the ground, these members with straight line orientation and various angle orientation, particularly with orthogonal orientation mutually by the location, form the close circumference (referring to Figure 23) of envelope.These base members (1) have certain shape, and be designed on the one hand as the basis of building, on the other hand can be various direct assembling mould bricks assemblings and location.
Based on this purpose, supporting base (1) has channel section, heart position has two vertical straight wing plates (1a) and (1b) therein, and they extend abreast with the outer wing plate (1c) of channel section, thereby are divided into three internal channels (1e), (1f), (1g).Various base members can be placed in (Fig. 1) in the geosyncline, also can directly settle on the ground (Fig. 4), see state of ground and building type and decide.
The various direct assembling moulding fragments of brick (B) that are designed to integral body are upward installed, are located and centering at interior wing plate (1a) with (1b).The width of fragment of brick (B) is equal with the outer span (1b) with wing plate (1a).
Wing plate (1a) and vertical edge (1b) can have structure (1a ') and (1b ') such as groove, and corresponding structure cooperates on energy and the fragment of brick bottom surface, thereby the edge of fragment of brick is engaged.Figure 23 to 33 at length expresses the various main pattern of fragment of brick respectively.
In accordance with known methods, the every fragment of brick (B) by concrete, clay or any other material are made all has hollow parallelepiped shape.It is appropriate that these different fragments of brick are distinguished.
Fragment of brick or basic building block (2) inner chamber are divided into two measure-alike cavitys (2b) that open wide by cross wall (2a).According to them is directly to assemble with linear fashion or in the right angle mode, and basic building block has two kinds of patterns basically.Under first kind of situation, two horizontal end faces of fragment of brick (2) all have the yang constipation structure or the yin-yang structure (2d-2c) of cooperation, make said brick can directly assemble (shown in Fig. 4 and 31) with the method for packing into mutually.Under second kind of situation, in order to constitute quoin brick, at least a horizontal end face of fragment of brick (2) also has (2c) structure or (2d) structure, and one or two side of this fragment of brick therein the position of center line of an inner chamber (2b) have vertical fit (2e) or boss, corresponding with the positive and negative part (2c)-(2d) on the horizontal end face among Figure 30;
Fragment of brick (3) is hollow, and is basic composite member (2) half.Press the same mode of fragment of brick (2), the horizontal end face of fragment of brick (3) has the yin, yang die cavity (3a) of cooperation and (3b), and they can follow (2c), (2d) and (2e) translot cooperatively interact (referring to Figure 30,31,33) with the method for packing into mutually;
Fragment of brick (4) has the U-shaped cross section, predetermined will being configured on the height of ceiling and roofing slab along wall week, and superimposed on fragment of brick (2) and (3).The width of fragment of brick (4) equates with the width of fragment of brick (2) and (3).In fragment of brick (4), the main difference between them is brick in upright arrangement (4a) as can be seen, L shaped quoin brick (4b) and T shape brick (4c) (referring to Figure 28,29 and 32).Because the horizontal end face of fragment of brick (4) does not seal, but fully uncovered, therefore, after the said brick assembling, its inner chamber is communicated with;
Ten shape fonts are made in fragment of brick (5) and (6).Fragment of brick (5) (referring to Figure 26) is hollow, and whole circumference seals.By on a certain direction and fragment of brick (2), (3) same mode, four horizontal end faces of this fragment of brick have yin, yang die cavity (5a), and the method that usefulness is packed into mutually can be caught up with the respective shapes (2c) of stating fragment of brick (2) and (3), (2d), (2e), (3a), (3b) be combined together.
Fragment of brick (6) (referring to Figure 24 and 25) has the U-shaped cross section, the predetermined height that will be configured in ceiling or roofing slab along the wall circumference, and fragment of brick (4) cooperates.All horizontal end faces of fragment of brick (6) are uncovered, so that and fragment of brick (4) connection.Should be noted that fragment of brick (5) is to participate in wall construction or internal partition wall building or be connected building construction with (6).
Different fragment of brick (2), (3), (4), (5) and (6) make it assemble wall and partition wall (referring to Fig. 2) with the multiple angles orientation.Do not need cementing agent just they can be linked together along horizontal plane or vertical plane, based on this purpose, Figure 37 to 39 expresses the preferential embodiment of various negative and positive fit structures, by the method for packing into mutually, these structures are used for the direct assembling of fragment of brick (2), (3), (5) and (6).
Figure 37 to 39 expression has the basic module of two uncovered inner chambers (2b), and obviously, this direct assembly method is suitable for cross brick (5) equally.
A horizontal end face of fragment of brick has two vertical and symmetrical dovetail grooves (2f), and another horizontal end face in order to mate with it, then has two dovetail boss (2g).The top of horizontal end face and the top of cross wall are recessed, and with (2h) expression, therefore, by mutual assembling, after these fragment of brick assemblings, the there is keeping unimpeded passage, and all fragments of brick with one deck can be interconnected.This just might install various pipelines.
After various fragments of brick are assembled mutually,, in known manner, the fin and the groove of cooperation can be arranged on vertical edge of each side plate in order to aim at.If combination appears in fin and groove, be suitable just can determine the degree of depth of fin and groove so, in the case, after the method for assembling assembled mutually with fragment of brick usefulness, its recess potential energy made with one deck fragment of brick and is interconnected.Here, relate to quoin brick, on its one or two side, also make the fin and the groove (Figure 38) of a pair of cooperation with respect to the inner chamber place
Floor, ceiling and roofing slab are made up of crossbeam (7) and planar plate members (8), and fragment of brick (13) be bonded together (referring to Fig. 1 and Fig. 2).
Just as what shown in detail in Figure 11,12 and 13, the cross section of crossbeam (7) is to be inverted the T font, and portion is strengthened these crossbeams by longitudinal reinforcement (9) within it, especially when building ceiling, always and fragment of brick (4) cooperate.Under this occasion, one or two horizontal end face of some fragment of brick (4) is an opening, and crossbeam (7) can be inserted, and its horizontal tail is bearing in the open bottom (referring to Fig. 5,6 and 31) of said brick (4).
As for planar plate members (8), taked the form of structure of hollow body, thereby formed first floor compartment (8a) and second layer compartment (8b).Every layer of dividing plate (8a
2) and (8b
2) staggered without exception each other biasing.Vertical end face (the 8a of upper strata compartment (8a)
1) tilt, this just makes the upper strata compartment have trapezoidal cross-section.Vertical end face (the 8b of lower floor's compartment (8b)
1) be straight, and with respect to end face (8a
1) be indentation.Dividing plate (8b
2) be arranged at the centre of each compartment (8a) substantially.Such as shown, 4 compartments (8a) are arranged, and compartment (8b) has only 3.
Base plate (the 8b of bottom compartment (8b)
3) protrude from each vertical end face (8b symmetrically
1), and with respect to the base plate (8a of upper strata compartment (8a)
3) but be indentation (referring to Fig. 9).
As an important characteristic, the vertical end face (8b of lower floor's compartment
1) and dividing plate (8b
2) begin each tool one square recess (8b from a certain vertical branch
4) so that allow electric wire or other various sleeve pipes by (referring to Fig. 7 and 9).These recesses (8b
4) near base plate (8b
3) locate to be made of (referring to Figure 10).
Explanation as other is pointed, upper strata compartment base plate (8a
3) side place in position so that be supported on the relative wing plate of two crossbeams (7) (referring to Figure 14).The height on member (8) top (8a) is less than the height of the vertical tail, of beam (7).So, behind member (8) relative positioning, leave a free space, it for example makes that the such work of perfusion packing material becomes possibility.
After the same crossbeams of several cellular members (8) (7) are close to assembling together mutually, two adjacent member (8) base plate (8b
3) the opposite flank can make straight tee girder (10) location and aim at, for example, this beam can be used as floor stringer (Figure 15 and 16).
According to another important feature of being invented, some beam (7) has recess (7c), and these recesses begin from the upper edge of perpendicular web (7b), arranges with certain interval, batten (11) can be installed (Figure 16).These battens (11) can be with tile (12) fixing (Figure 22).Corresponding to tile structure of the present invention, in Figure 17 to 21, at length illustrate.
Each tile (12) has channel section, thereby form two perpendicular web (12a) and (12b), in wing plate (12a) and (12b) back, the tile base plate extends by base plate (12c), tile energy and batten (11) cooperate, thereby guarantee that tile by arbitrary method, for example fixes (Figure 22) with nail.This base plate (12c) has a horizontal groove (12d) and fin (12e) on the plane thereon, in turn by parallel with its horizontal edge.On the tile base plate soffit of the other end of base plate, have another and laterally cooperate fin (12f) and groove (12g).Above-mentioned groove (12e) and fin (12d) cooperate with fin (12f) and groove (12g) respectively, and this just can make them drive ground connection location (Figure 21) end to end with the method for its horizontal edge of overlapping.
Support tile (12) (Figure 18) by means of having watt groove (13) of being inverted channel section.Watt groove wing plate (13a) and (13b), its length basically with the equal in length of tile, with groove parallel and that be tangential on the wing plate (12a) of tile (12) and inner side plane (12b) match (Figure 21).
The planar section that stretches out (13a) guarantees that supporting member (13) is partly overlapping.
Shown in Fig. 1,22, lay apparatus or need not any apparatus tile (12) can be easily fixed on the batten (11) on the crossbeam (7) of laying cellular member (8) with any.
Carve at this moment, it is suitable analyzing construction process of the present invention,
Supporting base (1) is placed on the ground or the interior circle, the end that will construct with formation of ditch.With the enhancing concrete spouting that is added with bushel iron to wing plate (1a), (1b) and the passage (1e) (1c), (1f) and (1g) in, form the anchor formula and fix.
Come various fragments of brick (B) lay is gone up in position with hand then, follow center wing plate (1a) and the structure of (1b) making on the upper surface matches.In this kind occasion, adopt basic building block (2) (have the first and second two kind of pattern), in case of necessity, adopt various fragments of brick are packed into mutually with cross brick (5) to reach the method for direct assembling, finish assembling in the brick layer one by one.Because the brick layer is interlaced superimposed, therefore, especially at the place, corner, 1/2 type basic module (3) has compensated staggered biasing.Along with the progress of building, door (P) window (F) also can be assembled, and this frame construction and brick structure match;
When reaching each layer height, come capping fragment of brick (2), (3) and (5) with one deck fragment of brick (4) and fragment of brick (6) with channel section along circumference;
In the vertical coincidence cavity that concrete spouting is changeed to the corner to form the column that strengthens.Also can adopt steel rib concrete (Figure 35).Subsequently, concrete is annotated between the wing plate of fragment of brick (4) and (6), thereby formed a circumference that increases;
Finish same technological procedure then, till following first floor.Be performed until the roof and so on;
Should emphasize ground floor and be in the floor of other various height and ceiling can assembling again after wall erects.In this kind occasion, crossbeam (7) is positioned in the opening with the determining deviation corresponding to cellular member (8) width, these openings are that some fragment of brick aims at this kind purposes and just is provided with.On ground line, the crossbeam that keeps to the side can be shelved on the wing plate of supporting base.After crossbeam (7) installs, just cellular member (8) lay is gone up in position.Then, arbitrary packing material is injected on the cellular member between the perpendicular web (7b) of crossbeam (7);
In order to build the roof, batten (11) is installed between the respective notches of crossbeam (7), and support member (13) fixing tile (12) jointly together, this support member constitutes a certain watt of groove, can become the passage of sleeve pipe or similar item.
Therefore, consequently, this structure is in case after the completion, on ground floor, on each layer of separating intermediate floor and on garret, have the concrete circumference of continual enhancing.And, channel section brick (4b), (4c) and (6) are in its angle intersection, a series of aperture (0) (Figure 25,28 and 29) is arranged, these apertures can make end reinforced passing through, and this reinforcing bar is inserted in the concrete of annotating in the building corner, therefore, if the edge reinforcing bar is followed the reinforcing bar end that stretches out on the column of corner to be connected, so along total,, all strengthened no matter be vertically or along continuous straight runs.
By narration, advantage of the present invention has just clearly illustrated out, especially will emphasize following points:
Except point out above the circumference and various corners principal post of various floor plates and roofing board At The Height, the fragment of brick of building wall and partition wall that is useful on can both directly assemble with the method for mutually packing into, and need not mortar or binding agent; The cellular member that is assembled together with crossbeam also is not have The palpus mortar, thus make the people who does not have special expertise also can finish simple assembling, and this is a kind of saving.
Yet the characteristics of a particular importance are that this special construction process provides fabulous flexibility with any special measures of finishing building for whole building, thereby has fabulous opposing earthquake ability;
At last, perhaps can remember:
The appearance of fragment of brick is communicated with mutually with horizontal direction in the vertical direction, just need not make otch for various pipelines are installed, and pipeline can freely pass through in fragment of brick as a result.
With regard to wall and floor and ceiling, all have fabulous heat insulation, sound insulation and acoustics.
Exist air circulation.
Claims (17)
1, be used to build building or suchlike construction process with good flexibility, it is characterized by supporting base (1) is placed on the ground to form the basic circumference of this building, these bases are poured to strengthen concrete, the direct assembling mould brick of various types be assembled into wall partition wall and need not any cementing agent, on corresponding various height, constitute the floor by means of the shaped component (8) that is bearing on the crossbeam (7), ceiling and roofing slab, crossbeam matches with the corresponding site of the fragment of brick that forms continuous circumference, strengthening concrete is perfused in the quoin brick of vertical connection, and be filled on the floor, floor and roofing slab height are along in one deck fragment of brick of circumference arrangement, tile (12) then and crossbeam (7) be installed together, crossbeam (7) is supporting the member (8) that forms roofing slab.
2, by the method for described this technology of realization of claim 1, it is characterized by it and comprehensively comprise following primary clustering:
At least the ground supporting base (1) that has two vertical rib (1a) or wing plate (1b), and between wing plate, pour into to strengthen concrete;
The direct assembling of various types or parallelepiped mould brick (B);
Fragment of brick with certain transverse shape (4) and (6) can make concrete pour into without interruption;
Be inverted trapezoidal moulding supporting beam, can follow the corresponding site of fragment of brick (4) and (6) to cooperate;
Cellular planar plate members (8) cooperatively interacts with crossbeam (7) wing plate with support pattern, as floor, ceiling and roofing slab;
Tile (12) has certain shape and sets on together the batten so that be fixed to crossbeam;
3, by the described method of claim 2, the outer span and the fragment of brick width that it is characterized by between wing plate (1a, 1b) equate, vertical edge of this wing plate has the structure that can match with the corresponding construction (1a ') that forms at the bottom of the brick and (1b '), thereby the block edges edge is engaged;
4, by the described method of claim 2, wherein or on one of fragment of brick (2) or two horizontal end faces has vertical the moon, the yang constipation structure, they are assembled together with 180 ° of orientation by the mode that they are packed into mutually, perhaps on its part side, has vertical the moon, the yang constipation structure, it is perhaps above-mentioned that both all have, so that fragment of brick (2) is assembled with 90 ° of orientation in the mode of packing into mutually, this fragment of brick (2) is divided into the inner chamber of two connections at least in inside, fragment of brick (3) is hollow, and be equivalent to 1/2 type basic module, it is characterized by fragment of brick (5) has hollow, the cross profile of four horizontal end faces of sealing, press on a certain direction and aforementioned fragment of brick (2) and (3) same fit system, has the moon, yang constipation structure (5a), in the mode of packing into mutually, the respective shapes of stating fragment of brick (2) and (3) in front of the energy matches;
5, by the described method of claim 2, wherein fragment of brick (4) has channel section, be predefined on the height of various floors, ceiling and roofing slab, along the circumference lay, superimposed on inline shape, L shaped and T shape fragment of brick, it is characterized by fragment of brick (4) and have channel section, and be predefined on the height of various floors, ceiling and roofing slab, state fragment of brick (2) in front of the circumference and (3) are superimposed together, the horizontal end face of fragment of brick (4) is uncovered;
6, by the described method of claim 4, it is characterized by and be used for the dovetail tongue that fragment of brick (2), (3) and the yin, yang die cavity that directly assemble (5) comprise two vertical dovetail grooves and two respective shapes, the top of horizontal end face and cross wall is recessed 2h, therefore, after finishing assembling by cooperatively interacting, clear passage is left in its top, and all fragments of brick with one deck are interconnected.
7,, it is characterized by planar plate members (8) and have the compartment (8a) of two superimposed and (8b), each the dividing plate (8a in two-layer by the described method of claim 2
2) and (8b
2) be without exception biasing with interlaced, the vertical end face of upper strata compartment (8a) tilts, and the vertical end face (8b of lower floor's dividing plate (8b)
1) be straight, and with respect to end face (8a
1) be indentation, dividing plate (8b
2) be configured in the central part of each compartment, the base plate (8b of lower floor's compartment (8b) substantially
3) with respect to each vertical lateral margin (8a
1) protrude symmetrically, and be indentation with respect to the base plate of upper strata compartment (8a);
8, by the described method of claim 7, the dividing plate (8b that it is characterized by at lower floor's compartment
2) go up and vertical end face (8b
1) on begin respectively to have a square recess (8b from a certain vertical branch at least
4), these recesses design in particular for cable conduct;
9, by the described method of claim 7, it is characterized by base plate (8b
3) side be placed in position so that be bearing on the corresponding wing plate (7a) with two crossbeams in one deck, and the top (8a) of this member (8) height is less than the height of crossbeam (7) perpendicular web (7b), thereby leaves free space for filler;
10,, it is characterized by after several cellular members are close to by the dress dress with crossbeam (7) together mutually the relative base plate (8b of two adjacent members (8) by claim 7 or 9 described methods
3) side can locate and aim at straight tee girder;
11, by the described method of claim 2, it is characterized by the predetermined crossbeam that will be positioned on the roof height, from the upper edge of its perpendicular web (7b), have the recess (7c) that batten is installed with certain interval, batten is used for fixing tile;
12, by claim 3 and 4 described methods, it is characterized by each tile and have a channel section, thereby form two perpendicular web (12a) and (12b), in this wing plate back, the base plate of tile extends by base plate (12c), and base plate is combined together with the batten (11) that is used to install;
13, by the described method of claim 12, its characteristics are to have horizontal assembling shape (12d), (12e) on the upper surface of base plate (12c), can and the corresponding assembling shape (12f) that on the soffit of base plate (12c) other end tile, forms and (12g) be combined together, thereby come headtotail ground to locate tile with the method for its horizontal edge of overlapping;
14, by arbitrary described method in the claim 2,12 and 13, the support that it is characterized by tile is to realize by watt groove (13) of being inverted channel section, watt groove wing plate (13a) and length (13b) substantially with the equal in length of tile, with parallel be tangential on tile (12) wing plate (12a) and (12b) groove of inner surface (12h) match, the plane cross edge (13c) of stretching out guarantees that supporting member is partly overlapping;
15, by the described technology of claim 1, adopt by arbitrary described assembling means in the claim 2 to 14, it is characterized by:
Supporting base (1) is settled on the ground or in ditch, to form the required ground circumference of building, is irritated between the wing plate of base with the concrete that bushel iron strengthens, and fixes to form the anchor formula;
Assemble various fragments of brick (B) with hand then, make the central wing plate (1a) of base and basic module (belonging to first and second kinds of forms) and (1b) structure (2) that forms of end match, if it is suitable, use cross brick (5) to reach the method for direct assembling in case of necessity by means of various fragments of brick are packed into mutually, successively finish assembling, because the brick layer is staggered superimposed, therefore, especially at the place, corner, 1/2 type basic module (3) has compensated this staggered biasing;
Along with the progress of building, door (P), window (F) also can be assembled, and the structure of this frame construction and fragment of brick matches.
When reaching each layer height, come capping fragment of brick (2), (3) and (5) with one deck fragment of brick (4) and channel section fragment of brick (6) along circumference;
Concrete is injected in the vertical coincidence cavity of quoin brick to form the column that strengthens, subsequently, concrete is annotated between the wing plate of fragment of brick (4) and (6), thereby form the circumference of an enhancing;
Then, finish same technological procedure, till following first floor, and so on until the roof;
Crossbeam (7) is installed in some fragment of brick purposes and in the otch that has, crossbeam (7) refills partition form member (8) after installing for this reason with the certain intervals corresponding to cellular member (8) width;
Yet filler is filled on the cellular member (8) between crossbeam (7) perpendicular web (7b);
In order to build the roof, batten (11) is installed in the respective notches (7c) of crossbeam and is supported pipeline (a 13) common fixedly tile (12);
16, in fact according to the described construction process of arbitrary preferential embodiment in this proposition;
17, in fact by the method that be used to implement a certain construction process of the arbitrary accompanying drawing of reference in this narration.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 86102682 CN86102682A (en) | 1986-03-19 | 1986-03-19 | In order to build flexible good building or suchlike building method and technology |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 86102682 CN86102682A (en) | 1986-03-19 | 1986-03-19 | In order to build flexible good building or suchlike building method and technology |
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| Publication Number | Publication Date |
|---|---|
| CN86102682A true CN86102682A (en) | 1987-11-11 |
Family
ID=4801819
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN 86102682 Pending CN86102682A (en) | 1986-03-19 | 1986-03-19 | In order to build flexible good building or suchlike building method and technology |
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| CN (1) | CN86102682A (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102888940A (en) * | 2011-11-22 | 2013-01-23 | Tdf亚洲有限公司 | Wall unit and wall system comprising same |
| CN106760045A (en) * | 2016-12-29 | 2017-05-31 | 佛山市盛画世纪建材有限公司 | A kind of form of construction work for building wall system |
| CN110453811A (en) * | 2019-08-26 | 2019-11-15 | 东阳市天杨建筑工程设计有限公司 | Construction wall structure |
-
1986
- 1986-03-19 CN CN 86102682 patent/CN86102682A/en active Pending
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102888940A (en) * | 2011-11-22 | 2013-01-23 | Tdf亚洲有限公司 | Wall unit and wall system comprising same |
| CN106760045A (en) * | 2016-12-29 | 2017-05-31 | 佛山市盛画世纪建材有限公司 | A kind of form of construction work for building wall system |
| CN106760045B (en) * | 2016-12-29 | 2019-04-23 | 佛山市盛画世纪建材有限公司 | A kind of form of construction work for building wall system |
| CN110453811A (en) * | 2019-08-26 | 2019-11-15 | 东阳市天杨建筑工程设计有限公司 | Construction wall structure |
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