CN105696727A - Anti-seismic wall based on mortar-free building blocks - Google Patents
Anti-seismic wall based on mortar-free building blocks Download PDFInfo
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- CN105696727A CN105696727A CN201510958106.7A CN201510958106A CN105696727A CN 105696727 A CN105696727 A CN 105696727A CN 201510958106 A CN201510958106 A CN 201510958106A CN 105696727 A CN105696727 A CN 105696727A
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- building block
- wall
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- cavity
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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
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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
- 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
- E04B2/52—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 the walls being characterised by fillings in some of the cavities forming load-bearing pillars or beams
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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
- E04B2/54—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 the walls being characterised by fillings in all cavities in order to form a wall construction
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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)
- Retaining Walls (AREA)
Abstract
An anti-seismic wall based on mortar-free building blocks comprises a unit wall body formed by assembling and building the building blocks. A conical pipe cavity and a rectangular cavity are formed in the unit wall body. According to the technical scheme, pipelines are distributed in the unit wall body, concrete is poured into the unit wall body, and prestressed tendons are arranged in the unit wall body, so that fast and accurate locating of building of the building blocks and generalized and standardized operation are achieved. The general problems that according to an existing geometrical interlocking mortar-free building block, stress is concentrated, interlocked and inter-embedded clearances are uncertain, locating errors are large, the wall building quality is poor, and cracks are likely to be generated are solved well. The anti-seismic wall is suitable for civil and industrial masonry structure buildings, and can be applied to earthquake fortification regions after the measures of hole casting concrete or prestressed tendon distribution and the like are taken according to practical conditions.
Description
Technical field
The present invention relates to a kind of antidetonation body of wall based on mortarless building block。
Background technology
Masonry structure has extensive, cheap, the good durability of material source and the advantage such as fire resistance and good thermal and insulating performance, is the version that China is most widely used general and quantity is maximum。But, the version that masonry structure is constituted as a kind of discrete bodies, its anti-seismic performance is poor, seriously constrains utilization and the development of masonry structure。Body of wall is the main member undertaking geological process, and wall structural system is very big on space stiffness and the globality impact in house, and the anti-seismic performance of building is had significant impact。During Horizontal Seismic Load, the crack of common block masonry wall is mostly the step-like crack formed by mortar joint。Common brick surface is more smooth, and coefficient of friction is little, and with the bad adhesion of mortar, shearing strength is on the low side, and earthquake is heavier。Additionally, normal concrete building block and mortar tensile strength are not high, interface binding intensity is relatively low, and construction quality is difficult to ensure that in addition, causes normal concrete block masonry wall easily to split under geological process, there will be dislocation and even collapse time serious。
Summary of the invention
For above-mentioned situation, it is an object of the invention to provide a kind of antidetonation body of wall based on mortarless building block, it is with mortarless building block for building unit by laying bricks or stones, realize fast placing, standardized work, wall integrity is good, releases energy damping effect notable, moreover it is possible to lay pipeline, casting concrete, interspersed reinforcing bar or presstressed reinforcing steel as needed in body of wall inside；It is rational in infrastructure, connects reliable, and it is convenient to manufacture, and uses material environmental protection；Can large-scale industrial production, with short production cycle, economical and practical and wide market。
To achieve these goals, a kind of antidetonation body of wall based on mortarless building block, it includes being built by building block group constituting the unit body of wall including Taper Pipe chamber with rectangular enclosure, lays pipeline, device presstressed reinforcing steel, casting concrete in described unit body of wall。
In order to realize structure, effect optimization, further step is。
A kind of antidetonation body of wall based on mortarless building block, is provided with the cone chamber of center hollow in its building block, cone top of chamber arranges boss, and cone is set to plane bottom chamber, and building block side arranges cavity or projection。
A kind of antidetonation body of wall based on mortarless building block, the frustum of a cone of hollow centered by its described boss。
A kind of antidetonation body of wall based on mortarless building block, its described projection is arranged at a side or the two side ends of building block。
A kind of antidetonation body of wall based on mortarless building block, its described projection is trapezoidal and arranges inner cavity in this trapezoidal convex center。
A kind of antidetonation body of wall based on mortarless building block, its described cavity is arranged at a side or the two side ends of building block。
A kind of antidetonation body of wall based on mortarless building block, its described cavity cooperation value E is more than protruding cooperation value F。
A kind of antidetonation body of wall based on mortarless building block, its described cone chamber is at least two and be arranged in parallel, and cone is rectangular enclosure between chamber, and pipeline is arranged in rectangular enclosure。
A kind of antidetonation body of wall based on mortarless building block, the cooperation value A bottom its described cone chamber is more than the cooperation value B of top conical platform。
A kind of antidetonation body of wall based on mortarless building block, its described Taper Pipe chamber is nodular Taper Pipe chamber, cooperated by the conical surface between two of the frustum of a cone with cone chamber and connect into the cavity of entire body hollow, lay pipeline or device presstressed reinforcing steel or casting concrete in cavity or lay pipeline, device presstressed reinforcing steel and casting concrete simultaneously。
A kind of antidetonation body of wall based on mortarless building block of the present invention, the unit body of wall including Taper Pipe chamber with rectangular enclosure is constituted including being built by building block group, pipeline is laid in described unit body of wall, device presstressed reinforcing steel, the technical scheme of casting concrete, the program achieves the quick and precisely location of concrete block masonry, generalization standardized work；Solve in the chain building block without mortar of existing geometry ubiquitous stress preferably to concentrate, interlock that mutual filleting gap is uncertain, position error is big, building wall is second-rate, the difficult problems such as crack easily occur。
The present invention is produced beneficial effect compared to existing technology:
(I) present invention adopts to be built by building block group and constitutes the technical scheme including Taper Pipe chamber with the unit body of wall of rectangular enclosure, has opened up with the precedent of conical surface location；Upper and lower blockhouse is made to form tighter effective link, solve that the existing building block with chain function exists preferably because of foozle cause to interlock mutual filleting gap relatively big and there is the difficult problem of stress collection medium influence wall quality, enhance the globality of body of wall, improve the anti-seismic performance of body of wall。
(II) present invention adopts the technical scheme being made up of building block and cone chamber several cone cavity disjunctors with boss interlocking, the permission shift length of reserved zone of reasonableness between cone chamber and boss, rise to existing with face particularly with the precedent of conical surface location with point, line location, certain displacement can be there is in safety range between the upper hypodermis building block conical surface when earthquake occurs, there is good effect energy-dissipating and shock-absorbing effect。
(III) present invention adopts building block side to arrange cavity or the embedding mutually technical scheme of projection, the permission shift length of reserved zone of reasonableness between trapezoidal projection and cavity, it makes to set up geometry interlocking mechanism between the adjacent block of horizontal direction side, compensate for the defect connecting weakness in current numerous scheme between ubiquitous horizontal direction lateral block, be effectively increased body of wall entirety anti-seismic performance。
(IV) present invention adopts and is made up of building block and cone chamber and boss interlocking several cone cavity disjunctors, building block side arranges cavity or the embedding mutually technical scheme of projection, automatic aligning when building by laying bricks or stones, speed of application is fast, eliminates ordinary mortar and builds a large amount of mortar costs of raw material needed for concrete segment, human cost and high applying mortar by laying bricks or stones and build operation by laying bricks or stones。
(V) present invention adopts cone chamber bottom the block tops frustum of a cone and another building block be connected and arrange the technical scheme of rectangular enclosure, it is achieved that being accurately positioned with taper seat, the vertical superposition of building block may make up nodular Taper Pipe chamber and the square lumen of entire body hollow。The body of wall of entire body hollow has good insulation, thermolysis, too increases building block hole ratio simultaneously, alleviates deadweight, contributes to reducing earthquake。
(VI) present invention adopts cone chamber bottom the block tops frustum of a cone and another building block be connected and arrange the technical scheme of rectangular enclosure, vertical pipeline can be freely laid inside the vertically communicated nodular Taper Pipe chamber formed after concrete block masonry and square lumen, it is also convenient in the higher area of requirements for fortification against earthquake simultaneously, take the reinforcement measures such as grout connection and prestressing force connection, be remarkably improved anti-seismic performance and reduce earthquake impact。
(VII) present invention adopts and is made up of building block several cone cavity disjunctors and is connected as the technical scheme of main structure bore chamber and boss, and it makes the structure of building block more scientific, rationally and environmental protection, is suitable for Aggregate of recycled concrete and contains the utilization of industrial residue。
(VIII) present invention adopts and is made up of building block several cone cavity disjunctors and bore chamber and boss is connected as the technical scheme of main structure, and it makes the structure of building block simpler, compact, and manufacturing process is simpler and easy, and production cost is lower。
(Ⅸ) present invention adopts and is made up of building block several cone cavity disjunctors and is connected as the technical scheme of main structure bore chamber and boss, can Simplified flowsheet, shorten the production cycle, reduction production cost, it is easier to penetration and promotion。
(Ⅹ) present invention adopt be made up of building block several cone cavity disjunctors, to bore many location technologies scheme that chamber is connected and side cavity or projection be combined with each other with boss, improve modularity effect, there is more superior energy-dissipating and shock-absorbing performance。
(Ⅺ) present invention chooses waste concrete block or industrial residue makes base material, through crushing, be sieved into mixing owner's aggregate, through the technical scheme made of mold pressing, it integrate energy-dissipating and shock-absorbing, fast placing, without mortar, environmental protection, be worth recommending to vast both urban and rural area。
The present invention is applicable to masonry structure civilian, industrial building, can be applicable to, after taking glues pouring machine according to practical situation or lay the measures such as presstressed reinforcing steel, area of providing fortification against earthquakes。
Below in conjunction with drawings and Examples, the present invention is described in further detail。
Accompanying drawing explanation
Fig. 1 is the main building block axonometric chart of the present invention。
Fig. 2 is the main building block profile of the present invention。
Fig. 3 is the main building block front view of the present invention。
Fig. 4 is the main building block top view of the present invention。
Fig. 5 is the top view that the main building block two side ends of the present invention is projection。
Fig. 6 is the top view that the main building block two side ends of the present invention is cavity。
Fig. 7 is the main building block left side view of Fig. 3。
Fig. 8 is the main building block right side view of Fig. 3。
Fig. 9 is the structure sectional view of a kind of antidetonation body of wall based on mortarless building block of the present invention。
Figure 10 is the wall body structure sectional view laying pipeline in rectangular enclosure of the present invention。
Figure 11 is the wall body structure sectional view laying pipeline and grout in rectangular enclosure of the present invention。
Figure 12 is the wall body structure sectional view of nodular Taper Pipe cavity segment grout of the present invention。
Figure 13 is the wall body structure sectional view of the whole grout in nodular Taper Pipe chamber of the present invention。
Figure 14 is the wall body structure sectional view that in the middle part of the whole grout in nodular Taper Pipe chamber of the present invention and rectangular enclosure, distribution sets pipeline and grout。
Figure 15 is nodular Taper Pipe chamber selectivity casting concrete of the present invention the wall body structure sectional view laying pipeline and presstressed reinforcing steel。
Figure 16 is Taper Pipe chamber of the present invention selectivity casting concrete and lays the wall body structure sectional view laying pipeline in presstressed reinforcing steel and rectangular enclosure。
Figure 17 is Taper Pipe chamber of the present invention selectivity casting concrete and lays the wall body structure sectional view laying pipeline in presstressed reinforcing steel and rectangular enclosure。
Figure 18 is Taper Pipe chamber of the present invention casting concrete and lays the wall body structure sectional view laying pipeline in presstressed reinforcing steel and rectangular enclosure。
In figure: 1, building block, 2, cone chamber, 3, cavity, 4, protruding, 5, boss, 6, inner cavity, 7, the frustum of a cone, 8, rectangular enclosure, 9, Taper Pipe chamber, 10, pipeline, 11, concrete, 12, presstressed reinforcing steel, 13, body of wall, A, cone chamber cooperation value, B, frustum of a cone cooperation value, E, cavity cooperation value, F, male cooperation value。
Detailed description of the invention
Shown in accompanying drawing: a kind of based on the structure of antidetonation body of wall of mortarless building block, principle。Building block 1 includes three basic features: 1. constituted building block 1 by least two and cone chamber 2 disjunctor that be arranged in parallel；2. being plane bottom building block 1, building block 1 top is the frustum of a cone 7 of boss 5 and center hollow；3. building block 1 one side is protruding 4, and another side is cavity 3；Or two side ends is protruding 4；Or two side ends is cavity 3。
In conjunction with accompanying drawing 1-8, being provided with the cone chamber 2 of center hollow in building block 1, cone chamber 2 is at least two and be arranged in parallel, and cone is rectangular enclosure 8 between chamber 2, arranges pipeline 10 in rectangular enclosure 8。Cone top, chamber 2 arranges boss 5, the frustum of a cone 7 of hollow centered by this boss 5。Being set to plane bottom cone chamber 2, the cooperation value A bottom cone chamber 2 is more than the cooperation value B of top conical platform 7。Building block 1 side arranges cavity 3 or protruding 4。Cavity 3 is arranged at a side or the two side ends of building block 1。The cavity 3 cooperation value E cooperation value F more than protruding 4。Protruding 4 side or the two side ends being arranged at building block 1。Projection 4 is trapezoidal and arranges inner cavity 6 in this trapezoidal convex center。
Taper Pipe chamber 9 is nodular Taper Pipe chamber, cooperated by the conical surface between two of the frustum of a cone 7 with cone chamber 2 and connect into the cavity of entire body hollow, lay pipeline 10 or device presstressed reinforcing steel 12 or casting concrete 11, it is possible to lay pipeline 10, device presstressed reinforcing steel 12 and casting concrete 11 in cavity simultaneously。
At the construction field (site), as long as chamber 2 is bored in building block 1 boss 5 centering building block 1, protruding 4 centering building block 1 cavitys 3 of building block 1, upper and lower between building block 1 and building block 1, left and right, all centering is constituted based on being mutually twisted of boring chamber 2, and makes to be formed between adjacent block up and down geometry interlocking mechanism, so when masonry panel, connect without mortar, automatic aligning when building by laying bricks or stones。
The advantage of this mortarless building block is in that the requirement to building operation technique personnel by laying bricks or stones is low, and speed of application is fast, the wall flat built out, good integrity；The defects such as it further to point, line, conical surface location, the particularly station-keeping mode with the conical surface for main location, is overcome the alignment tolerance existed in tradition location big by traditional point, line, surface location, wall leveling difference。
With reference to accompanying drawing 2, there are two through cone chambeies 2 in this mortarless building block, concrete can be poured into a mould in cone chamber 2, namely can strengthen wall integrity。And use in the body of wall of this building block, bored the pipeline that chamber 2 is constituted also can add according to design needs by two and join presstressed reinforcing steel 12, increase blockhouse vertical pressure with this, make full use of compression strength of building block, cut pressure criterion according to masonry, shear strength of masonry can be substantially improved, strengthen anti-seismic performance。
With reference to accompanying drawing, a kind of mortarless building block based on function of seismic resistance, in building block body as described in the embodiment, there is through cone chamber 2, concrete can be poured into a mould in this cone chamber 2, strengthen wall integrity。And use in the pipeline being made up of cone chamber 2 in the body of wall of this building block and also can join deformed bar, increase blockhouse vertical pressure, make full use of compression strength of building block, cut pressure criterion according to masonry, shear strength of masonry can be substantially improved, strengthen anti-seismic performance。
With reference to accompanying drawing 3-8, it includes a front view, three top views and two side views。By front view such as accompanying drawing 3, having two boss above it, side is also smooth, and so when building by laying bricks or stones, boss can be engaged with cone chamber, so building block need not can also be made well to build by laying bricks or stones by mortar, and the wall leveling built by laying bricks or stones is fine。Such as accompanying drawing 4-6, it includes two circular cone chambeies and rectangle cone chambeies, and circular cone chamber with building block bosses snap, can form rectangle vertical through holes when also realizing levels concrete block masonry, and rectangle cone chamber then can the equipment such as pipeline installation。Furthermore cone intracavity in corresponding position concreting and can also lay deformed bar to reach the effect of actual requirement of engineering according to the needs of Practical Project, and the design in the opposing party's face cone chamber is also the deadweight alleviating building block, alleviates the load of structure, very useful。Refer again to accompanying drawing 7 and 8, it appeared that these building block two ends also have uneven mechanism, this structure just, more ensure that the globality between building block in horizontal direction, make to define between building block all constrained building block arm up and down, with the body of wall of such concrete block masonry in globality, the aspect of performance such as antidetonation resistance to compression has had further raising。Such a building block can need to control different construction quality grades when construction according to design so that this building block has very wide practicality in use, and it is very convenient to construct。On the other hand, in order to save natural resources, turn waste into wealth, reduce cost, therefore a large amount of discarded concretes produced in urban construction can be made base material, the combined aggregate through crushing, being sieved into, shakes molding then through mould and makes mortarless building block。
Shown in accompanying drawing 9, build group wall technology, the masonry adopting building-block interlocking to build by laying bricks or stones, the through hole of building of the through upper and lower building block formed is built, can forming the core column structure that through masonry is upper and lower in masonry, this interlocking+core column structure makes masonry be provided with good anti-seismic performance；Through building-block is adopted to interlock the masonry built by laying bricks or stones, to the hollow hole formed and build the cavity that through hole constitutes and build, it is possible to forming the wall body structure of globality in masonry, this interlocking+one-piece casting mechanism further increases the anti-seismic performance of masonry。
Shown in accompanying drawing 10, deformed bar in addition in the process built, building structural element or building element and block masonry is made to be connected to each other, strengthen local restriction, enhance globality, make the ability of the metamorphosiss such as body of wall the opposing temperature difference, drying shrinkage, differential settlement increase, the ultimate bearing capacity of body of wall, structure ductility and tension, collapse resistant capacity can be effectively improved simultaneously。The weak frame system that stem stem and core collar tie beam are formed also is highly resistant to the effect of moment of flexure, thus improving block masonry bending resistance, shearing strength, it is also convenient in the higher area of requirements for fortification against earthquake simultaneously, utilize the Taper Pipe chamber in body of wall and square lumen to take the reinforcement measures such as grout connection and prestressing force connection, and then be greatly reinforced the anti-seismic performance of concrete block masonry buildings.
Shown in accompanying drawing 11, build group wall technology, adopt the masonry that building-block interlocking is built by laying bricks or stones, the rectangular through-hole formed can be taked interval grout (advantage of this kind of form is in that the double dominant with the interlocking of mortarless building block geometry and plain hollow building block grout) according to the requirement of structural design, the through hole of grout then can not lay pipeline, is so more conducive to the facility of construction。
Shown in accompanying drawing 12, its construction technology and feature and a upper embodiment are essentially identical, and masonry construction is also identical, are different in that what this embodiment adopted is the through whole casting concrete in cone chamber。This globality being designed to improve body of wall, and anti-seismic performance is superior too。The not rectangular through-hole of grout then equally possible laying pipeline, it is simple to construction。
Shown in accompanying drawing 13-18, this embodiment is the needs according to structural design, need in the position of some body of wall to consider that other requirements such as its antidetonation or globality etc. are, at this moment except the through hole casting concrete to this masonry construction can also before through hole is built Prestressing muscle。This building block itself mutually can connect into globality structure by retaining ring, and every piece of building block in " top to bottom, left and right, front and rear " direction by restriction。After Prestressing reinforcing bar in through-holes casting concrete, which greatly enhances the shearing strength of body of wall, and improve tension, bending resistance, comprcssive strength, block masonry has good antidetonation, anti crack performance and effect。
Claims (10)
1. the antidetonation body of wall based on mortarless building block, it is characterized in that it includes being built by building block (1) group constituting the unit body of wall (13) including Taper Pipe chamber (9) with rectangular enclosure (8), pipeline (10) is laid in described unit body of wall (13), device presstressed reinforcing steel (12), casting concrete (11)。
2. a kind of antidetonation body of wall based on mortarless building block according to claim 1, it is characterized in that being provided with in building block (1) the cone chamber (2) of center hollow, cone chamber (2) top arranges boss (5), cone chamber (2) bottom is set to plane, and building block (1) side arranges cavity (3) or protruding (4)。
3. a kind of antidetonation body of wall based on mortarless building block according to claim 2, it is characterised in that the frustum of a cone (7) of hollow centered by described boss (5)。
4. a kind of antidetonation body of wall based on mortarless building block according to claim 2, it is characterised in that described projection (4) is arranged at a side or the two side ends of building block (1)。
5. a kind of antidetonation body of wall based on mortarless building block according to claim 2, it is characterised in that described projection (4) is for trapezoidal and arrange inner cavity (6) in this trapezoidal convex center。
6. a kind of antidetonation body of wall based on mortarless building block according to claim 2, it is characterised in that described cavity (3) is arranged at a side or the two side ends of building block (1)。
7. a kind of antidetonation body of wall based on mortarless building block according to claim 2, it is characterised in that described cavity (3) cooperation value E is more than the cooperation value F of protruding (4)。
8. a kind of antidetonation body of wall based on mortarless building block according to claim 2, it is characterized in that described cone chamber (2) at least two and be arranged in parallel, being rectangular enclosure (8) between cone chamber (2), pipeline (10) is arranged in rectangular enclosure (8)。
9. a kind of antidetonation body of wall based on mortarless building block according to claim 2, it is characterised in that the cooperation value A of described cone chamber (2) bottom is more than the cooperation value B of top conical platform (7)。
10. a kind of antidetonation body of wall based on mortarless building block according to claim 1, it is characterized in that described Taper Pipe chamber (9) is for nodular Taper Pipe chamber, cooperated by the conical surface between two of the frustum of a cone (7) with cone chamber (2) and connect into the cavity of entire body hollow, lay pipeline (10) or device presstressed reinforcing steel (12) or casting concrete (11) in cavity or lay pipeline (10), device presstressed reinforcing steel (12) and casting concrete (11) simultaneously。
Applications Claiming Priority (2)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2014107937693 | 2014-12-20 | ||
| CN201410793769 | 2014-12-20 |
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| CN105696727A true CN105696727A (en) | 2016-06-22 |
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| CN201510958106.7A Pending CN105696727A (en) | 2014-12-20 | 2015-12-20 | Anti-seismic wall based on mortar-free building blocks |
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Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106677382A (en) * | 2017-01-25 | 2017-05-17 | 深圳市地聚科技有限公司 | Fast-split seamless finishing-free fireproof thermal insulating wall and manufacturing method thereof |
| CN107859227A (en) * | 2017-11-15 | 2018-03-30 | 陕西理工大学 | A kind of raw-soil base insulation blocks, blockwork and its construction method |
| CN113309266A (en) * | 2021-07-05 | 2021-08-27 | 华中科技大学 | Concrete infilled wall with self-resetting function based on topological interlocking |
| WO2021262101A1 (en) * | 2020-06-23 | 2021-12-30 | Bc İnovasyon Elektri̇k Elektroni̇k Eki̇pmanlari İç Ve Diş Ti̇caret Li̇mi̇ted Şi̇rketi̇ | A block embodiment |
Citations (11)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| DE2429532B2 (en) * | 1974-06-20 | 1976-04-15 | Blank, Helmut, 4100 Duisburg | WALL MADE OF MOLDED BLOCKING STONE |
| GB2024888A (en) * | 1978-04-28 | 1980-01-16 | Ferguson A | Sheathed building blocks |
| CN2419294Y (en) * | 2000-03-15 | 2001-02-14 | 东南大学 | Lock linked concrete hollow blocks |
| CN1324973A (en) * | 2000-04-28 | 2001-12-05 | 任文林 | Multifunctional building block |
| CA2432660A1 (en) * | 2003-01-09 | 2004-07-09 | Allan Block Corporation | Interlocking building block |
| CN2937291Y (en) * | 2006-08-04 | 2007-08-22 | 刀玉丹 | Composite wall brick |
| CN101146969A (en) * | 2005-01-04 | 2008-03-19 | 贝内科技私人有限公司 | A composite masonry building block |
| WO2009039440A2 (en) * | 2007-09-21 | 2009-03-26 | Oryzatech, Inc. | Improved building block, building block mold, and method for forming building block |
| BRMU8900190U2 (en) * | 2009-01-30 | 2010-10-05 | Macedo Jefferson Soares De | block and counterpart arrangement with top fittings |
| CN202466925U (en) * | 2011-11-16 | 2012-10-03 | 周远飞 | Mortarless multifunctional brick |
| CN203947660U (en) * | 2014-06-27 | 2014-11-19 | 泉州德科达机械制造有限公司 | A kind of anti-seismic brick |
-
2015
- 2015-12-20 CN CN201510958106.7A patent/CN105696727A/en active Pending
Patent Citations (11)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| DE2429532B2 (en) * | 1974-06-20 | 1976-04-15 | Blank, Helmut, 4100 Duisburg | WALL MADE OF MOLDED BLOCKING STONE |
| GB2024888A (en) * | 1978-04-28 | 1980-01-16 | Ferguson A | Sheathed building blocks |
| CN2419294Y (en) * | 2000-03-15 | 2001-02-14 | 东南大学 | Lock linked concrete hollow blocks |
| CN1324973A (en) * | 2000-04-28 | 2001-12-05 | 任文林 | Multifunctional building block |
| CA2432660A1 (en) * | 2003-01-09 | 2004-07-09 | Allan Block Corporation | Interlocking building block |
| CN101146969A (en) * | 2005-01-04 | 2008-03-19 | 贝内科技私人有限公司 | A composite masonry building block |
| CN2937291Y (en) * | 2006-08-04 | 2007-08-22 | 刀玉丹 | Composite wall brick |
| WO2009039440A2 (en) * | 2007-09-21 | 2009-03-26 | Oryzatech, Inc. | Improved building block, building block mold, and method for forming building block |
| BRMU8900190U2 (en) * | 2009-01-30 | 2010-10-05 | Macedo Jefferson Soares De | block and counterpart arrangement with top fittings |
| CN202466925U (en) * | 2011-11-16 | 2012-10-03 | 周远飞 | Mortarless multifunctional brick |
| CN203947660U (en) * | 2014-06-27 | 2014-11-19 | 泉州德科达机械制造有限公司 | A kind of anti-seismic brick |
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106677382A (en) * | 2017-01-25 | 2017-05-17 | 深圳市地聚科技有限公司 | Fast-split seamless finishing-free fireproof thermal insulating wall and manufacturing method thereof |
| CN107859227A (en) * | 2017-11-15 | 2018-03-30 | 陕西理工大学 | A kind of raw-soil base insulation blocks, blockwork and its construction method |
| WO2021262101A1 (en) * | 2020-06-23 | 2021-12-30 | Bc İnovasyon Elektri̇k Elektroni̇k Eki̇pmanlari İç Ve Diş Ti̇caret Li̇mi̇ted Şi̇rketi̇ | A block embodiment |
| CN113309266A (en) * | 2021-07-05 | 2021-08-27 | 华中科技大学 | Concrete infilled wall with self-resetting function based on topological interlocking |
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Application publication date: 20160622 |