CN107299700A - A kind of close rib anti-seismic structure - Google Patents

A kind of close rib anti-seismic structure Download PDF

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Publication number
CN107299700A
CN107299700A CN201710520882.8A CN201710520882A CN107299700A CN 107299700 A CN107299700 A CN 107299700A CN 201710520882 A CN201710520882 A CN 201710520882A CN 107299700 A CN107299700 A CN 107299700A
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parts
framework
cement
slag
seismic
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CN201710520882.8A
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CN107299700B (en
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邱永煌
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Five Technology Co Ltd
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Five Technology Co Ltd
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    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04BGENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B2/00Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls
    • E04B2/56Load-bearing walls of framework or pillarwork; Walls incorporating load-bearing elongated members
    • E04B2/64Load-bearing walls of framework or pillarwork; Walls incorporating load-bearing elongated members with elongated members of concrete
    • BPERFORMING OPERATIONS; TRANSPORTING
    • B28WORKING CEMENT, CLAY, OR STONE
    • B28CPREPARING CLAY; PRODUCING MIXTURES CONTAINING CLAY OR CEMENTITIOUS MATERIAL, e.g. PLASTER
    • B28C5/00Apparatus or methods for producing mixtures of cement with other substances, e.g. slurries, mortars, porous or fibrous compositions
    • B28C5/003Methods for mixing
    • CCHEMISTRY; METALLURGY
    • C04CEMENTS; CONCRETE; ARTIFICIAL STONE; CERAMICS; REFRACTORIES
    • C04BLIME, MAGNESIA; SLAG; CEMENTS; COMPOSITIONS THEREOF, e.g. MORTARS, CONCRETE OR LIKE BUILDING MATERIALS; ARTIFICIAL STONE; CERAMICS; REFRACTORIES; TREATMENT OF NATURAL STONE
    • C04B28/00Compositions of mortars, concrete or artificial stone, containing inorganic binders or the reaction product of an inorganic and an organic binder, e.g. polycarboxylate cements
    • C04B28/02Compositions of mortars, concrete or artificial stone, containing inorganic binders or the reaction product of an inorganic and an organic binder, e.g. polycarboxylate cements containing hydraulic cements other than calcium sulfates
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04BGENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B2/00Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls
    • E04B2/56Load-bearing walls of framework or pillarwork; Walls incorporating load-bearing elongated members
    • E04B2/562Load-bearing walls of framework or pillarwork; Walls incorporating load-bearing elongated members with fillings between the load-bearing elongated members
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04CSTRUCTURAL ELEMENTS; BUILDING MATERIALS
    • E04C2/00Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels
    • E04C2/02Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by specified materials
    • E04C2/04Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by specified materials of concrete or other stone-like material; of asbestos cement; of cement and other mineral fibres
    • E04C2/044Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by specified materials of concrete or other stone-like material; of asbestos cement; of cement and other mineral fibres of concrete
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04HBUILDINGS OR LIKE STRUCTURES FOR PARTICULAR PURPOSES; SWIMMING OR SPLASH BATHS OR POOLS; MASTS; FENCING; TENTS OR CANOPIES, IN GENERAL
    • E04H9/00Buildings, or groups of buildings, or shelters adapted to withstand or provide protection against abnormal external influences, e.g. war-like action, earthquake, extreme climate
    • E04H9/02Buildings, or groups of buildings, or shelters adapted to withstand or provide protection against abnormal external influences, e.g. war-like action, earthquake, extreme climate withstanding earthquake or sinking of ground
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04HBUILDINGS OR LIKE STRUCTURES FOR PARTICULAR PURPOSES; SWIMMING OR SPLASH BATHS OR POOLS; MASTS; FENCING; TENTS OR CANOPIES, IN GENERAL
    • E04H9/00Buildings, or groups of buildings, or shelters adapted to withstand or provide protection against abnormal external influences, e.g. war-like action, earthquake, extreme climate
    • E04H9/02Buildings, or groups of buildings, or shelters adapted to withstand or provide protection against abnormal external influences, e.g. war-like action, earthquake, extreme climate withstanding earthquake or sinking of ground
    • E04H9/025Structures with concrete columns

Abstract

The present invention discloses a kind of close rib anti-seismic structure, including cement principal post, and positioned at cement principal post side and the first framework, the second framework and the 3rd framework that set gradually, the opposite side of the cement principal post is disposed with four groups of transverse steels from top to down, the transverse steel extends vertically through cement principal post, longitudinal reinforcement is provided with the top of the cement principal post, the longitudinal reinforcement extends vertically through cement principal post;First framework includes frame body, and is arranged on four cement girt strips of frame body side, and the antidetonation composite panel being arranged between two cement girt strips, and the structure of second framework and the 3rd framework is consistent with the first framework;The framework of the close rib anti-seismic structure is by way of direct moulding by casting, and its bearing capacity is significantly improved, non-deformability enhancing, in addition, antidetonation composite panel uses industrial waste and ecomaterial, cost can be saved, the weight of wall, enhancing insulation and the effect of energy-conservation are also reduced simultaneously.

Description

A kind of close rib anti-seismic structure
Technical field
The present invention relates to a kind of close rib anti-seismic structure.
Background technology
Close rib anti-seismic structure low-carbon dwelling house system is with the key character that is adopted as of new material, new construction and new technology, mainly It is to assemble whole pour with stealthy housing and floor by prefabricated eco-concrete combined wall board to form.It is used as the main stress structure of structure Wall limb or wall section that part --- ecological composite body is made up of ecological composite panels with stealthy housing.Wherein, ecology meets wall Plate is that with section and the less armored concrete girt strip of arrangement of reinforcement, rib post is sash, is embedded with clinker, the industrial waste such as flyash or High-performance light building block based on other ecomaterials is prefabricated to be formed.
With existing conventional building construction and its compared with using material, there is advantages below:1st, close rib anti-seismic structure low-carbon The wallboard 225mm of dwelling house system is thick, and its entire thermal resistance is more than the thick clay solid brick walls of 615mm, close to the thick brick cavity walls of 490mm.It is excellent In the wall for using the porous bricks of more 240DS -2 to add 30mm thermal insulation mortars now.Using the overall external thermal insulation skill of body series Art, can reach the target of the building energy conservation 65% of national planning;2. environmental protection, Economization on land, meet national sustainable development Strategy.According to statistics, 10,000 square metres of buildings are often built, shoveling can be avoided to ruin 1.2 mu of field, consumption industrial residue 3000m3;And can be because of ground Use environment-friendly type regeneration material as the filling bulk of combined wall board to suiting measures to different conditions, fundamentally avoid the production of building waste in the future It is raw;3. mitigating nearly by 35% than brick mix structure, 30% is mitigated than hollow brick filled frame, 33% is mitigated than shear wall structure, from Heavy and light is accordingly reduced to ground requirement for bearing capacity, and ground cost can be greatly decreased;The mitigation of deadweight greatly reduces resource consumption, And make the expense reduction on basis.
In summary, there is low bearing capacity in the structure of existing wall construction, and non-deformability is poor, in addition, wall is used Fragment of brick is piled up, and its construction cost is big, while also increase the weight of wall, and insulation difference and the problem of do not save.
The content of the invention
In view of this, it is an object of the present invention to provide a kind of by way of direct moulding by casting, its bearing capacity is significantly improved, The enhanced close rib anti-seismic structure of non-deformability, in addition, antidetonation composite panel uses industrial waste and ecomaterial, can be saved Cost, while the weight of wall is also reduced, enhancing insulation and the effect of energy-conservation.
In order to solve the above-mentioned technical problem, the technical scheme is that:
A kind of close rib anti-seismic structure, including cement principal post, and positioned at cement principal post side and set gradually the first framework, Second framework and the 3rd framework, the opposite side of the cement principal post are disposed with four groups of transverse steels, the horizontal stroke from top to down Extended vertically through to reinforcing bar and be provided with longitudinal reinforcement at the top of cement principal post, the cement principal post, the longitudinal reinforcement is extended vertically through Cement principal post;First framework includes frame body, and is arranged on four cement girt strips of frame body side, and is arranged on Antidetonation composite panel between two cement girt strips, the structure of second framework and the 3rd framework is consistent with the first framework.
Further, four groups of transverse steels correspondence, four cement girt strips, the transverse steel is through the first framework Cement girt strip.
Further, four cement girt strips are in and are placed equidistant.
Further, it is provided with reinforcing bar group in the chassis body.
Further, the antidetonation composite panel is by 40-50 parts of regeneration concrete powder, 20-26 parts of cinder, flyash 16- 24 parts, 7-13 parts of slag, 21-25 parts of red mud, 16-18 parts of volcanic ash, 13-19 parts of sulfuric acid ore deposit slag, 14-16 parts of alkaline residue, phosphorus slag 11-17 parts, 10-16 parts of chromium slag, 30-40 parts of fine sand, 15-27 parts of quartz sand, 20-26 parts of soda ash, 18-26 parts of emulsified asphalt, silicon 17-29 parts of 25-35 parts of diatomaceous earth and lime paste are made.
Further, the antidetonation composite panel is by 50 parts of regeneration concrete powder, 20 parts of cinder, 16 parts of flyash, slag 7 Part, 21 parts of red mud, 16 parts of volcanic ash, 13 parts of sulfuric acid ore deposit slag, 14 parts of alkaline residue, 11 parts of phosphorus slag, 10 parts of chromium slag, 30 parts of fine sand, stone 17 parts of 15 parts of sand, 20 parts of soda ash, 18 parts of emulsified asphalt, 25 parts of diatomite and lime paste are made.
Further, the antidetonation composite panel is by 40 parts of regeneration concrete powder, 26 parts of cinder, 24 parts of flyash, slag 13 parts, 25 parts of red mud, 18 parts of volcanic ash, 19 parts of sulfuric acid ore deposit slag, 16 parts of alkaline residue, 17 parts of phosphorus slag, 16 parts of chromium slag, 40 parts of fine sand, 29 parts of 27 parts of quartz sand, 26 parts of soda ash, 26 parts of emulsified asphalt, 35 parts of diatomite and lime paste are made.
Further, the antidetonation composite panel is by 45 parts of regeneration concrete powder, 23 parts of cinder, 20 parts of flyash, slag 10 parts, 23 parts of red mud, 17 parts of volcanic ash, 16 parts of sulfuric acid ore deposit slag, 15 parts of alkaline residue, 14 parts of phosphorus slag, 13 parts of chromium slag, 35 parts of fine sand, 23 parts of 21 parts of quartz sand, 23 parts of soda ash, 22 parts of emulsified asphalt, 30 parts of diatomite and lime paste are made.
The invention solves the problems that another technical problem to provide a kind of preparation method of antidetonation composite panel, including following step Suddenly:
1) 40-50 parts of regeneration concrete powder, 20-26 parts of cinder, 16-24 parts of flyash, 7-13 parts of slag, red mud 21- are taken 10-16 parts of 25 parts, 16-18 parts of volcanic ash, 13-19 parts of sulfuric acid ore deposit slag, 14-16 parts of alkaline residue, 11-17 parts of phosphorus slag and chromium slag are stacked On vacant lot, by the way that manually above-mentioned material is sent in stone mill, powder-mixed raw material is obtained by stone mill grinding, it is standby;
2) by step 1) made from powder-mixed feedstock transportation in concrete mixer, and by weight 1:2 ratio Example addition water, and the rotating speed of concrete mixer is promoted to 50r/pm from 20r/pm so that water stirs with mixed fillers, Then the rotating speed of concrete mixer is dropped into 20r/pm from 50r/pm, keeps coagulation slurry not solidify, it is standby;
3) while liquid concrete is prepared, 15-27 parts of 30-40 parts of fine sand and quartz sand is taken to be added in screening machine, Start screening machine so that the filter screen of fine sand and quartz sand in screening machine is screened, thick stone grain is filtered off, particle is obtained Uniform mixing stone grain, it is standby;
4) by step 3) obtained mixing stone grain is added to step 2) concrete mixer in, exist with obtained coagulation slurry Uniformly mixed during rotation, it is standby;
5) while mixing stone grain is prepared, 25-35 parts of 20-26 parts of soda ash and diatomite is taken to be added in mixer, first Start mixer soda ash and diatomite stir, mixture is made, 18-26 parts of emulsified asphalt and lime are then added successively 17-29 parts of cream so that emulsified asphalt and lime paste stir with mixture, is made auxiliary packing, standby;
6) by step 5) obtained mixing stone grain is added to step 4) concrete mixer in, it is mixed with obtained coagulation slurry Close, and the rotating speed of concrete mixer is promoted to 50r/pm from 20r/pm again so that auxiliary packing is uniform mixed with coagulation slurry Close, finished product coagulation slurry is standby;
7) by step 6) made from finished product coagulation slurry be poured into the framework of close rib anti-seismic structure, then using rammer compacter will Coagulation slurry compacting, is made the wet base of antidetonation composite panel, standby then by spraying maintenance 5 days under natural environment;
8) after being conserved 5 days to the wet base of antidetonation composite panel, stop spray, placed 4-6 days under natural environment so that resisted The wet base natural drying of composite panel is shaken, is produced.
The technology of the present invention effect major embodiment is in the following areas:Due to close rib anti-seismic structure by cement principal post, the first framework, Second framework and the 3rd framework and antidetonation composite panel composition, by way of direct moulding by casting, its bearing capacity is substantially carried Height, non-deformability enhancing, can pass through cement principal post, the first framework, the second framework and the 3rd framework and antidetonation composite In small shake, main function is played successively under middle shake and big shake effect, seismic energy is discharged stage by stage, with multiple seismic-proof, Simultaneously antidetonation composite panel by regeneration concrete powder, cinder, flyash, slag, red mud, volcanic ash, sulfuric acid ore deposit slag, alkaline residue, The method that phosphorus slag, chromium slag, fine sand, quartz sand, soda ash, emulsified asphalt, diatomite and lime paste pass through in the application is made, and uses Industrial waste and ecomaterial, can save cost, while also reduce the weight of wall, the work of enhancing insulation and energy-conservation With.
Brief description of the drawings
Fig. 1 is a kind of front view of close rib anti-seismic structure of the present invention.
Embodiment
Below in conjunction with accompanying drawing 1, the embodiment to the present invention is described in further detail, so that technical solution of the present invention is more It should be readily appreciated that and grasp.
Embodiment 1
A kind of close rib anti-seismic structure, as shown in figure 1, including cement principal post 1, and set positioned at the side of cement principal post 1 and successively The first framework 2, the second framework 3 and the 3rd framework 4 put, the opposite side of the cement principal post 1 are disposed with four from top to down Group transverse steel 11, the transverse steel 11 extends vertically through cement principal post 1, and the top of the cement principal post 1 is provided with longitudinal steel Muscle 12, the longitudinal reinforcement 12 extends vertically through cement principal post 1;First framework 2 includes frame body 21, and is arranged on framework Four cement girt strips 22 of the side of body 21, and the antidetonation composite panel 23 being arranged between two cement girt strips 22, described four The group four cement girt strips 22 of correspondence of transverse steel 11, the transverse steel 11 runs through the cement girt strip 22 of the first framework 2, can made The first framework 2 and cement principal post 1 are obtained after moulding by casting, the structural strength of the first framework 2 and cement principal post 1 is enabled to more By force, in the present embodiment, transverse steel 11 sequentially passes through the first framework 2, the second framework 3 and the 3rd framework 4, for improving wall Structural strength, four cement girt strips 22 enable to the antidetonation between two cement girt strips 22 to be combined in being placed equidistant Wallboard 23 is in the same size, available for shock resistance is improved, is provided with reinforcing bar group 211 in the chassis body 21, available for improving The structural strength of chassis body 21, the structure of the framework 4 of the second framework 3 and the 3rd is consistent with the first framework 2.
The antidetonation composite panel 23 is by 50 parts of regeneration concrete powder, 20 parts of cinder, 16 parts of flyash, 7 parts of slag, red mud 21 parts, 16 parts of volcanic ash, 13 parts of sulfuric acid ore deposit slag, 14 parts of alkaline residue, 11 parts of phosphorus slag, 10 parts of chromium slag, 30 parts of fine sand, quartz sand 15 Part, 20 parts of soda ash, 18 parts of emulsified asphalt, 25 parts of diatomite and 17 parts of lime paste are made.
A kind of preparation method of antidetonation composite panel, comprises the following steps:
1) take 50 parts of regeneration concrete powder, 20 parts of cinder, 16 parts of flyash, 7 parts of slag, 21 parts of red mud, 16 parts of volcanic ash, 10 parts of 13 parts of sulfuric acid ore deposit slag, 14 parts of alkaline residue, 11 parts of phosphorus slag and chromium slag are deposited on vacant lot, by being manually sent to above-mentioned material In stone mill, powder-mixed raw material is obtained by stone mill grinding, it is standby;
2) by step 1) made from powder-mixed feedstock transportation in concrete mixer, and by weight 1:2 ratio Example addition water, and the rotating speed of concrete mixer is promoted to 50r/pm from 20r/pm so that water stirs with mixed fillers, Then the rotating speed of concrete mixer is dropped into 20r/pm from 50r/pm, keeps coagulation slurry not solidify, it is standby;
3) while liquid concrete is prepared, take 15 parts of 30 parts of fine sand and quartz sand to be added in screening machine, start sieve Select machine so that the filter screen of fine sand and quartz sand in screening machine is screened, thick stone grain is filtered off, obtains evengranular Stone grain is mixed, it is standby;
4) by step 3) obtained mixing stone grain is added to step 2) concrete mixer in, exist with obtained coagulation slurry Uniformly mixed during rotation, it is standby;
5) while mixing stone grain is prepared, take 25 parts of 20 parts of soda ash and diatomite to be added in mixer, first start and stir Mix machine soda ash and diatomite stir, mixture is made, 17 parts of 18 parts of emulsified asphalt and lime paste are then added successively, is made Obtain emulsified asphalt and lime paste stirs with mixture, auxiliary packing is made, it is standby;
6) by step 5) obtained mixing stone grain is added to step 4) concrete mixer in, it is mixed with obtained coagulation slurry Close, and the rotating speed of concrete mixer is promoted to 50r/pm from 20r/pm again so that auxiliary packing is uniform mixed with coagulation slurry Close, finished product coagulation slurry is standby;
7) by step 6) made from finished product coagulation slurry be poured into the framework of close rib anti-seismic structure, then using rammer compacter will Coagulation slurry compacting, is made the wet base of antidetonation composite panel, standby then by spraying maintenance 5 days under natural environment;
8) after being conserved 5 days to the wet base of antidetonation composite panel, stop spray, placed 4 days under natural environment so that antidetonation The wet base natural drying of composite panel, is produced.
Embodiment 2
A kind of close rib anti-seismic structure, as shown in figure 1, including cement principal post 1, and set positioned at the side of cement principal post 1 and successively The first framework 2, the second framework 3 and the 3rd framework 4 put, the opposite side of the cement principal post 1 are disposed with four from top to down Group transverse steel 11, the transverse steel 11 extends vertically through cement principal post 1, and the top of the cement principal post 1 is provided with longitudinal steel Muscle 12, the longitudinal reinforcement 12 extends vertically through cement principal post 1;First framework 2 includes frame body 21, and is arranged on framework Four cement girt strips 22 of the side of body 21, and the antidetonation composite panel 23 being arranged between two cement girt strips 22, described four The group four cement girt strips 22 of correspondence of transverse steel 11, the transverse steel 11 runs through the cement girt strip 22 of the first framework 2, can made The first framework 2 and cement principal post 1 are obtained after moulding by casting, the structural strength of the first framework 2 and cement principal post 1 is enabled to more By force, in the present embodiment, transverse steel 11 sequentially passes through the first framework 2, the second framework 3 and the 3rd framework 4, for improving wall Structural strength, four cement girt strips 22 enable to the antidetonation between two cement girt strips 22 to be combined in being placed equidistant Wallboard 23 is in the same size, available for shock resistance is improved, is provided with reinforcing bar group 211 in the chassis body 21, available for improving The structural strength of chassis body 21, the structure of the framework 4 of the second framework 3 and the 3rd is consistent with the first framework 2.
The antidetonation composite panel 23 is by 40 parts of regeneration concrete powder, 26 parts of cinder, 24 parts of flyash, 13 parts of slag, red 25 parts of mud, 18 parts of volcanic ash, 19 parts of sulfuric acid ore deposit slag, 16 parts of alkaline residue, 17 parts of phosphorus slag, 16 parts of chromium slag, 40 parts of fine sand, quartz sand 27 Part, 26 parts of soda ash, 26 parts of emulsified asphalt, 35 parts of diatomite and 29 parts of lime paste are made.
A kind of preparation method of antidetonation composite panel, comprises the following steps:
1) 40 parts of regeneration concrete powder, 26 parts of cinder, 24 parts of flyash, 13 parts of slag, 25 parts of red mud, volcanic ash 18 are taken Part, 19 parts of sulfuric acid ore deposit slag, 16 parts of alkaline residue, 17 parts of phosphorus slag and 16 parts of chromium slag are deposited on vacant lot, by manually by above-mentioned material It is sent in stone mill, powder-mixed raw material is obtained by stone mill grinding, it is standby;
2) by step 1) made from powder-mixed feedstock transportation in concrete mixer, and by weight 1:2 ratio Example addition water, and the rotating speed of concrete mixer is promoted to 50r/pm from 20r/pm so that water stirs with mixed fillers, Then the rotating speed of concrete mixer is dropped into 20r/pm from 50r/pm, keeps coagulation slurry not solidify, it is standby;
3) while liquid concrete is prepared, take 27 parts of 40 parts of fine sand and quartz sand to be added in screening machine, start sieve Select machine so that the filter screen of fine sand and quartz sand in screening machine is screened, thick stone grain is filtered off, obtains evengranular Stone grain is mixed, it is standby;
4) by step 3) obtained mixing stone grain is added to step 2) concrete mixer in, exist with obtained coagulation slurry Uniformly mixed during rotation, it is standby;
5) while mixing stone grain is prepared, take 35 parts of 26 parts of soda ash and diatomite to be added in mixer, first start and stir Mix machine soda ash and diatomite stir, mixture is made, 29 parts of 26 parts of emulsified asphalt and lime paste are then added successively, is made Obtain emulsified asphalt and lime paste stirs with mixture, auxiliary packing is made, it is standby;
6) by step 5) obtained mixing stone grain is added to step 4) concrete mixer in, it is mixed with obtained coagulation slurry Close, and the rotating speed of concrete mixer is promoted to 50r/pm from 20r/pm again so that auxiliary packing is uniform mixed with coagulation slurry Close, finished product coagulation slurry is standby;
7) by step 6) made from finished product coagulation slurry be poured into the framework of close rib anti-seismic structure, then using rammer compacter will Coagulation slurry compacting, is made the wet base of antidetonation composite panel, standby then by spraying maintenance 5 days under natural environment;
8) after being conserved 5 days to the wet base of antidetonation composite panel, stop spray, placed 6 days under natural environment so that antidetonation The wet base natural drying of composite panel, is produced.
Embodiment 3
A kind of close rib anti-seismic structure, as shown in figure 1, including cement principal post 1, and set positioned at the side of cement principal post 1 and successively The first framework 2, the second framework 3 and the 3rd framework 4 put, the opposite side of the cement principal post 1 are disposed with four from top to down Group transverse steel 11, the transverse steel 11 extends vertically through cement principal post 1, and the top of the cement principal post 1 is provided with longitudinal steel Muscle 12, the longitudinal reinforcement 12 extends vertically through cement principal post 1;First framework 2 includes frame body 21, and is arranged on framework Four cement girt strips 22 of the side of body 21, and the antidetonation composite panel 23 being arranged between two cement girt strips 22, described four The group four cement girt strips 22 of correspondence of transverse steel 11, the transverse steel 11 runs through the cement girt strip 22 of the first framework 2, can made The first framework 2 and cement principal post 1 are obtained after moulding by casting, the structural strength of the first framework 2 and cement principal post 1 is enabled to more By force, in the present embodiment, transverse steel 11 sequentially passes through the first framework 2, the second framework 3 and the 3rd framework 4, for improving wall Structural strength, four cement girt strips 22 enable to the antidetonation between two cement girt strips 22 to be combined in being placed equidistant Wallboard 23 is in the same size, available for shock resistance is improved, is provided with reinforcing bar group 211 in the chassis body 21, available for improving The structural strength of chassis body 21, the structure of the framework 4 of the second framework 3 and the 3rd is consistent with the first framework 2.
The antidetonation composite panel 23 is by 45 parts of regeneration concrete powder, 23 parts of cinder, 20 parts of flyash, 10 parts of slag, red 23 parts of mud, 17 parts of volcanic ash, 16 parts of sulfuric acid ore deposit slag, 15 parts of alkaline residue, 14 parts of phosphorus slag, 13 parts of chromium slag, 35 parts of fine sand, quartz sand 21 Part, 23 parts of soda ash, 22 parts of emulsified asphalt, 30 parts of diatomite and 23 parts of lime paste are made.
A kind of preparation method of antidetonation composite panel, comprises the following steps:
1) 45 parts of regeneration concrete powder, 23 parts of cinder, 20 parts of flyash, 10 parts of slag, 23 parts of red mud, volcanic ash 17 are taken Part, 16 parts of sulfuric acid ore deposit slag, 15 parts of alkaline residue, 14 parts of phosphorus slag and 13 parts of chromium slag are deposited on vacant lot, by manually by above-mentioned material It is sent in stone mill, powder-mixed raw material is obtained by stone mill grinding, it is standby;
2) by step 1) made from powder-mixed feedstock transportation in concrete mixer, and by weight 1:2 ratio Example addition water, and the rotating speed of concrete mixer is promoted to 50r/pm from 20r/pm so that water stirs with mixed fillers, Then the rotating speed of concrete mixer is dropped into 20r/pm from 50r/pm, keeps coagulation slurry not solidify, it is standby;
3) while liquid concrete is prepared, take 21 parts of 35 parts of fine sand and quartz sand to be added in screening machine, start sieve Select machine so that the filter screen of fine sand and quartz sand in screening machine is screened, thick stone grain is filtered off, obtains evengranular Stone grain is mixed, it is standby;
4) by step 3) obtained mixing stone grain is added to step 2) concrete mixer in, exist with obtained coagulation slurry Uniformly mixed during rotation, it is standby;
5) while mixing stone grain is prepared, take 30 parts of 23 parts of soda ash and diatomite to be added in mixer, first start and stir Mix machine soda ash and diatomite stir, mixture is made, 23 parts of 22 parts of emulsified asphalt and lime paste are then added successively, is made Obtain emulsified asphalt and lime paste stirs with mixture, auxiliary packing is made, it is standby;
6) by step 5) obtained mixing stone grain is added to step 4) concrete mixer in, it is mixed with obtained coagulation slurry Close, and the rotating speed of concrete mixer is promoted to 50r/pm from 20r/pm again so that auxiliary packing is uniform mixed with coagulation slurry Close, finished product coagulation slurry is standby;
7) by step 6) made from finished product coagulation slurry be poured into the framework of close rib anti-seismic structure, then using rammer compacter will Coagulation slurry compacting, is made the wet base of antidetonation composite panel, standby then by spraying maintenance 5 days under natural environment;
8) after being conserved 5 days to the wet base of antidetonation composite panel, stop spray, placed 5 days under natural environment so that antidetonation The wet base natural drying of composite panel, is produced.
Experimental example
Experimental subjects:Carried out using the close rib anti-seismic structure of brick mix structure, frame structure and shear wall structure and the application Contrast.
Requirement of experiment:Above-mentioned brick mix structure, frame structure and shear wall structure and the close rib anti-seismic structure of the application Construction area is consistent.
Experimental method:Contrast the wall of the close rib anti-seismic structure of brick mix structure, frame structure and shear wall structure and the application Body material, deadweight ratio, anti-seismic performance, thickness, engineering time and its production cost, concrete outcome are as shown in the table:
With reference to upper table, brick mix structure, frame structure and shear wall structure are contrasted with the close rib anti-seismic structure of the application in phase With construction area under gained result, each item data of the close rib anti-seismic structure of the application be superior to contrast brick mix structure, Frame structure and shear wall structure, therefore, the advantage of the close rib anti-seismic structure of the more prominent present invention.
The technology of the present invention effect major embodiment is in the following areas:Due to close rib anti-seismic structure by cement principal post, the first framework, Second framework and the 3rd framework and antidetonation composite panel composition, by way of direct moulding by casting, its bearing capacity is substantially carried Height, non-deformability enhancing, can pass through cement principal post, the first framework, the second framework and the 3rd framework and antidetonation composite In small shake, main function is played successively under middle shake and big shake effect, seismic energy is discharged stage by stage, with multiple seismic-proof, Simultaneously antidetonation composite panel by regeneration concrete powder, cinder, flyash, slag, red mud, volcanic ash, sulfuric acid ore deposit slag, alkaline residue, The method that phosphorus slag, chromium slag, fine sand, quartz sand, soda ash, emulsified asphalt, diatomite and lime paste pass through in the application is made, and uses Industrial waste and ecomaterial, can save cost, while also reduce the weight of wall, the work of enhancing insulation and energy-conservation With.
Certainly, it is the representative instance of the present invention above, in addition, the present invention can also have other a variety of specific implementations The technical scheme of mode, all use equivalent substitutions or equivalent transformation formation, all falls within the scope of protection of present invention.

Claims (8)

1. a kind of close rib anti-seismic structure, including cement principal post, and positioned at cement principal post side and set gradually the first framework, Two frameworks and the 3rd framework, it is characterised in that:The opposite side of the cement principal post is disposed with four groups of horizontal steel from top to down Muscle, the transverse steel extends vertically through and is provided with longitudinal reinforcement, the longitudinal reinforcement at the top of cement principal post, the cement principal post Extend vertically through cement principal post;First framework includes frame body, and is arranged on four cement girt strips of frame body side, And it is arranged on the antidetonation composite panel between two cement girt strips, structure and the first framework of second framework and the 3rd framework Unanimously.
2. a kind of close rib anti-seismic structure as claimed in claim 1, it is characterised in that:Four groups of transverse steels correspondence, four water Mud girt strip, the transverse steel runs through the cement girt strip of the first framework.
3. a kind of close rib anti-seismic structure as claimed in claim 1, it is characterised in that:Four cement girt strips are in equidistantly to set Put.
4. a kind of close rib anti-seismic structure as claimed in claim 1, it is characterised in that:Reinforcing bar is provided with the chassis body Group.
5. a kind of close rib anti-seismic structure as claimed in claim 1, it is characterised in that:The antidetonation composite panel is by regeneration coagulation Native powder 40-50 parts, 20-26 parts of cinder, 16-24 parts of flyash, 7-13 parts of slag, 21-25 parts of red mud, 16-18 parts of volcanic ash, sulphur Sour 13-19 parts of ore deposit slag, 14-16 parts of alkaline residue, 11-17 parts of phosphorus slag, 10-16 parts of chromium slag, 30-40 parts of fine sand, quartz sand 15-27 Part, 20-26 parts of soda ash, 18-26 parts of emulsified asphalt, 25-35 parts of diatomite and 17-29 parts of lime paste are made.
6. a kind of close rib anti-seismic structure as claimed in claim 1, it is characterised in that:The antidetonation composite panel is by regeneration coagulation Native 50 parts of powder, 20 parts of cinder, 16 parts of flyash, 7 parts of slag, 21 parts of red mud, 16 parts of volcanic ash, 13 parts of sulfuric acid ore deposit slag, alkaline residue 14 parts, 11 parts of phosphorus slag, 10 parts of chromium slag, 30 parts of fine sand, 15 parts of quartz sand, 20 parts of soda ash, 18 parts of emulsified asphalt, 25 parts of diatomite and 17 parts of lime paste is made.
7. a kind of close rib anti-seismic structure as claimed in claim 1, it is characterised in that:The antidetonation composite panel is by regeneration coagulation Native 40 parts of powder, 26 parts of cinder, 24 parts of flyash, 13 parts of slag, 25 parts of red mud, 18 parts of volcanic ash, 19 parts of sulfuric acid ore deposit slag, alkaline residue 16 parts, 17 parts of phosphorus slag, 16 parts of chromium slag, 40 parts of fine sand, 27 parts of quartz sand, 26 parts of soda ash, 26 parts of emulsified asphalt, 35 parts of diatomite and 29 parts of lime paste is made.
8. a kind of close rib anti-seismic structure as claimed in claim 1, it is characterised in that:The antidetonation composite panel is by regeneration coagulation Native 45 parts of powder, 23 parts of cinder, 20 parts of flyash, 10 parts of slag, 23 parts of red mud, 17 parts of volcanic ash, 16 parts of sulfuric acid ore deposit slag, alkaline residue 15 parts, 14 parts of phosphorus slag, 13 parts of chromium slag, 35 parts of fine sand, 21 parts of quartz sand, 23 parts of soda ash, 22 parts of emulsified asphalt, 30 parts of diatomite and 23 parts of lime paste is made.
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Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5222847Y2 (en) * 1971-07-20 1977-05-25
CN1804263A (en) * 2006-01-13 2006-07-19 姚谦峰 Multi-rib structure system and its connection construction method
CN101405236A (en) * 2006-03-22 2009-04-08 诺瓦化学公司 Lightweight concrete compositions
CN101413302A (en) * 2008-12-03 2009-04-22 姚谦峰 Friction energy-dissipating type close rib composite wall board
CN105819770A (en) * 2016-03-31 2016-08-03 北京盛广拓公路科技有限公司 Cold-recycled asphalt concrete grading method

Patent Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5222847Y2 (en) * 1971-07-20 1977-05-25
CN1804263A (en) * 2006-01-13 2006-07-19 姚谦峰 Multi-rib structure system and its connection construction method
CN101405236A (en) * 2006-03-22 2009-04-08 诺瓦化学公司 Lightweight concrete compositions
CN101413302A (en) * 2008-12-03 2009-04-22 姚谦峰 Friction energy-dissipating type close rib composite wall board
CN105819770A (en) * 2016-03-31 2016-08-03 北京盛广拓公路科技有限公司 Cold-recycled asphalt concrete grading method

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