CN107299700B - A kind of close rib anti-seismic structure - Google Patents
A kind of close rib anti-seismic structure Download PDFInfo
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- CN107299700B CN107299700B CN201710520882.8A CN201710520882A CN107299700B CN 107299700 B CN107299700 B CN 107299700B CN 201710520882 A CN201710520882 A CN 201710520882A CN 107299700 B CN107299700 B CN 107299700B
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- principal post
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Classifications
-
- 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
- E04B2/56—Load-bearing walls of framework or pillarwork; Walls incorporating load-bearing elongated members
- E04B2/64—Load-bearing walls of framework or pillarwork; Walls incorporating load-bearing elongated members with elongated members of concrete
-
- B—PERFORMING OPERATIONS; TRANSPORTING
- B28—WORKING CEMENT, CLAY, OR STONE
- B28C—PREPARING CLAY; PRODUCING MIXTURES CONTAINING CLAY OR CEMENTITIOUS MATERIAL, e.g. PLASTER
- B28C5/00—Apparatus or methods for producing mixtures of cement with other substances, e.g. slurries, mortars, porous or fibrous compositions
- B28C5/003—Methods for mixing
-
- C—CHEMISTRY; METALLURGY
- C04—CEMENTS; CONCRETE; ARTIFICIAL STONE; CERAMICS; REFRACTORIES
- C04B—LIME, MAGNESIA; SLAG; CEMENTS; COMPOSITIONS THEREOF, e.g. MORTARS, CONCRETE OR LIKE BUILDING MATERIALS; ARTIFICIAL STONE; CERAMICS; REFRACTORIES; TREATMENT OF NATURAL STONE
- C04B28/00—Compositions of mortars, concrete or artificial stone, containing inorganic binders or the reaction product of an inorganic and an organic binder, e.g. polycarboxylate cements
- C04B28/02—Compositions 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
-
- 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
- E04B2/56—Load-bearing walls of framework or pillarwork; Walls incorporating load-bearing elongated members
- E04B2/562—Load-bearing walls of framework or pillarwork; Walls incorporating load-bearing elongated members with fillings between the load-bearing elongated members
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
- E04C2/00—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels
- E04C2/02—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by specified materials
- E04C2/04—Building 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
- E04C2/044—Building 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
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04H—BUILDINGS OR LIKE STRUCTURES FOR PARTICULAR PURPOSES; SWIMMING OR SPLASH BATHS OR POOLS; MASTS; FENCING; TENTS OR CANOPIES, IN GENERAL
- E04H9/00—Buildings, groups of buildings or shelters adapted to withstand or provide protection against abnormal external influences, e.g. war-like action, earthquake or extreme climate
- E04H9/02—Buildings, groups of buildings or shelters adapted to withstand or provide protection against abnormal external influences, e.g. war-like action, earthquake or extreme climate withstanding earthquake or sinking of ground
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04H—BUILDINGS OR LIKE STRUCTURES FOR PARTICULAR PURPOSES; SWIMMING OR SPLASH BATHS OR POOLS; MASTS; FENCING; TENTS OR CANOPIES, IN GENERAL
- E04H9/00—Buildings, groups of buildings or shelters adapted to withstand or provide protection against abnormal external influences, e.g. war-like action, earthquake or extreme climate
- E04H9/02—Buildings, groups of buildings or shelters adapted to withstand or provide protection against abnormal external influences, e.g. war-like action, earthquake or extreme climate withstanding earthquake or sinking of ground
- E04H9/025—Structures 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 frame, the second frame and the third frame that set gradually, the other 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 at the top of the cement principal post, the longitudinal reinforcement extends vertically through cement principal post；First frame includes frame body, and four cement girt strips of frame body side, and the antidetonation composite panel being arranged between two cement girt strips are arranged in, and the structure of second frame and third frame is consistent with the first frame；By way of direct moulding by casting, bearing capacity significantly improves the frame of the close rib anti-seismic structure, non-deformability enhancing, in addition, antidetonation composite panel uses industrial waste and ecomaterial, cost can be saved, the weight of wall, enhancing heat preservation and energy-efficient effect are also reduced simultaneously.
Description
Technical field
The present invention relates to a kind of close rib anti-seismic structures.
Background technique
Close rib anti-seismic structure low-carbon dwelling house system is with the important feature that is adopted as of new material, new construction and new process, mainly
It is that whole pour is assembled by prefabricated eco-concrete combined wall board and stealthy outline border and floor.Main stress structure as structure
The wall limb or wall section that part --- ecological composite body is made of ecological composite panels and stealthy outline border.Wherein, ecology meets wall
Plate is with section and the lesser armored concrete girt strip of arrangement of reinforcement, and rib column is sash, is embedded with clinker, the industrial wastes such as flyash or
High-performance light building block based on other ecomaterials is prefabricated to be formed.
Compared with existing conventional building construction and its using material, there are following advantages: 1, close rib anti-seismic structure low-carbon
The wallboard 225mm of dwelling house system is thick, and entire thermal resistance is greater than 615mm thickness clay solid brick wall, close to 490mm thickness brick cavity wall.It is excellent
In the wall for using more 2 porous brick of 240DS-to add 30mm thermal insulation mortar now.Using the whole external thermal insulation skill of this system
Art can reach the target of the building energy conservation 65% of national planning；2. protecting environment, Economization on land meets national sustainable development
Strategy.According to statistics, 10,000 square metres of buildings are often built, avoidable shoveling ruins 1.2 mu of field, consumes industrial residue 3000m3；And it can be because of ground
Filling bulk of the environment-friendly type regeneration material as combined wall board is used to suiting measures to different conditions, the production of building waste in the future is fundamentally avoided
It is raw；3. it is nearlyr by 35% than brick mix structure mitigation, mitigate 30% than hollow brick filled frame, mitigates 33% than shear wall structure, from
Heavy and light accordingly reduces ground requirement for bearing capacity, and ground cost can be greatly decreased；The mitigation of self weight greatly reduces resource consumption,
And reduce the expense on basis.
In conclusion there are low bearing capacities for the structure of existing wall construction, non-deformability is poor, in addition, wall uses
Brick is piled up, and construction cost is big, while also increasing the weight of wall, and keeps the temperature difference and not energy-efficient problem.
Summary of the invention
In view of this, bearing capacity is significantly improved by way of direct moulding by casting it is an object of the present invention to provide a kind of,
The close rib anti-seismic structure of non-deformability enhancing can save in addition, antidetonation composite panel uses industrial waste and ecomaterial
Cost, while the weight of wall is also reduced, enhancing heat preservation and energy-efficient effect.
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 frame,
Second frame and third frame, the other side of the cement principal post are disposed with four groups of transverse steels, the cross from top to down
Cement principal post is extended vertically through to reinforcing bar, longitudinal reinforcement is provided at the top of the cement principal post, the longitudinal reinforcement extends vertically through
Cement principal post；First frame includes frame body, and four cement girt strips of frame body side are arranged in, and setting exists
The structure of antidetonation composite panel between two cement girt strips, second frame and third frame is consistent with the first frame.
Further, the corresponding four cement girt strips of four groups of transverse steels, the transverse steel is through the first frame
Cement girt strip.
Further, four cement girt strips are in and are placed equidistant with.
Further, reinforcing bar group is provided 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 steel slag, 21-25 parts of red mud, 16-18 parts of volcanic ash, 13-19 parts of sulfuric acid mine 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
25-35 parts and lime paste 17-29 parts of diatomaceous earth are made.
Further, the antidetonation composite panel is by 50 parts of regeneration concrete powder, 20 parts of cinder, 16 parts of flyash, steel slag 7
Part, 21 parts of red mud, 16 parts of volcanic ash, 13 parts of sulfuric acid mine slag, 14 parts of alkaline residue, 11 parts of phosphorus slag, 10 parts of chromium slag, 30 parts of fine sand, stone
15 parts of sand, 20 parts of soda ash, 18 parts of emulsified asphalt, 25 parts of diatomite and 17 parts of 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, steel slag
13 parts, 25 parts of red mud, 18 parts of volcanic ash, 19 parts of sulfuric acid mine slag, 16 parts of alkaline residue, 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 are made.
Further, the antidetonation composite panel is by 45 parts of regeneration concrete powder, 23 parts of cinder, 20 parts of flyash, steel slag
10 parts, 23 parts of red mud, 17 parts of volcanic ash, 16 parts of sulfuric acid mine slag, 15 parts of alkaline residue, 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 are made.
Another technical problem to be solved by the invention is to provide a kind of preparation method of antidetonation composite panel, including following step
It is rapid:
1) 40-50 parts of regeneration concrete powder, 20-26 parts of cinder, 16-24 parts of flyash, 7-13 parts of steel slag, red mud 21- are taken
25 parts, 16-18 parts of volcanic ash, 13-19 parts of sulfuric acid mine slag, 14-16 parts of alkaline residue, 11-17 parts of phosphorus slag and 10-16 parts of chromium slag stackings
On vacant lot, by the way that manually above-mentioned material is sent in stone mill, grind to obtain powder-mixed raw material by stone mill, it is spare；
2) by powder-mixed feedstock transportation to concrete mixer made from step 1), and by weight the ratio of 1:2
Example addition water, and the revolving speed of concrete mixer is promoted to 50r/pm from 20r/pm, so that water is stirred evenly with mixed fillers,
Then the revolving speed of concrete mixer is dropped into 20r/pm from 50r/pm, coagulation slurry is kept not solidify, it is spare；
3) while preparing liquid concrete, 30-40 parts and quartz sand 15-27 parts of fine sand are taken to be added in screening machine,
Start screening machine, so that the strainer of fine sand and quartz sand in screening machine is screened, coarse stone grain is filtered off, particle is obtained
Uniform mixing stone grain, it is spare；
4) step 3) mixing stone grain obtained is added in the concrete mixer of step 2), is existed with coagulation obtained slurry
It is uniformly mixed during rotation, it is spare；
5) while preparation mixes stone grain, 20-26 parts and diatomite 25-35 parts of soda ash are taken to be added in blender, first
Starting blender stirs evenly soda ash and diatomite, and mixture is made, and then successively adds emulsified asphalt 18-26 parts and lime
17-29 parts of cream, so that emulsified asphalt and lime paste are stirred evenly with mixture, auxiliary packing is made, it is spare；
6) step 5) mixing stone grain obtained is added in the concrete mixer of step 4), it is mixed with coagulation obtained slurry
It closes, and the revolving speed of concrete mixer is promoted to 50r/pm from 20r/pm again, so that auxiliary packing and coagulation slurry are uniformly mixed
It closes, finished product coagulation slurry is spare；
7) slurry of finished product coagulation made from step 6) is poured into the frame of close rib anti-seismic structure, it then will using rammer compacter
Coagulation slurry compacting, is made the wet base of antidetonation composite panel, spare then in a natural environment by spray maintenance 5 days；
8) after conserving 5 days to the wet base of antidetonation composite panel, stop spray, place 4-6 days in a natural environment, so that anti-
Shake composite panel wet base natural drying to get.
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 frame,
Second frame and third frame and antidetonation composite panel composition, by way of direct moulding by casting, bearing capacity is obviously mentioned
Height, non-deformability enhancing, can pass through cement principal post, the first frame, the second frame and third frame and antidetonation composite
In small shake, main function is successively played under middle shake and big shake effect, seismic energy is discharged stage by stage, there is multiple seismic-proof,
Simultaneously antidetonation composite panel by regeneration concrete powder, cinder, flyash, steel slag, red mud, volcanic ash, sulfuric acid mine slag, alkaline residue,
Phosphorus slag, chromium slag, fine sand, quartz sand, soda ash, emulsified asphalt, diatomite and lime paste are made by the method in the application, use
Industrial waste and ecomaterial, can save cost, while also reducing the weight of wall, enhancing heat preservation and energy-efficient work
With.
Detailed description of the invention
Fig. 1 is a kind of front view of close rib anti-seismic structure of the present invention.
Specific embodiment
Below in conjunction with attached drawing 1, a specific embodiment of the 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 is set positioned at 1 side of cement principal post and successively
The first frame 2, the second frame 3 and the third frame 4 set, the other side of the cement principal post 1 is disposed with four from top to down
Group transverse steel 11, the transverse steel 11 extend 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 extend vertically through cement principal post 1；First frame 2 includes frame body 21, and is arranged in frame
Four cement girt strips 22 of 21 side of ontology, and the antidetonation composite panel 23 being arranged between two cement girt strips 22, described four
The corresponding four cement girt strips 22 of group transverse steel 11, the transverse steel 11 run through the cement girt strip 22 of the first frame 2, can make
The first frame 2 and cement principal post 1 are obtained after moulding by casting, enables to the structural strength of the first frame 2 and cement principal post 1 more
By force, in the present embodiment, transverse steel 11 sequentially passes through the first frame 2, the second frame 3 and third frame 4, for improving wall
Structural strength, four cement girt strips 22 enable to the antidetonation between two cement girt strips 22 compound in being placed equidistant with
Siding 23 is in the same size, can be used for improving shock resistance, is provided with reinforcing bar group 211 in the chassis body 21, can be used for improving
The structure of the structural strength of chassis body 21, second frame 3 and third frame 4 is consistent with the first frame 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 steel slag, red mud
21 parts, 16 parts of volcanic ash, 13 parts of sulfuric acid mine 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, comprising the following steps:
1) take 50 parts of regeneration concrete powder, 20 parts of cinder, 16 parts of flyash, 7 parts of steel slag, 21 parts of red mud, 16 parts of volcanic ash,
13 parts of sulfuric acid mine slag, 14 parts of alkaline residue, 11 parts of phosphorus slag and 10 parts of chromium slag are deposited on vacant lot, by being manually sent to above-mentioned material
In stone mill, grind to obtain powder-mixed raw material by stone mill, it is spare；
2) by powder-mixed feedstock transportation to concrete mixer made from step 1), and by weight the ratio of 1:2
Example addition water, and the revolving speed of concrete mixer is promoted to 50r/pm from 20r/pm, so that water is stirred evenly with mixed fillers,
Then the revolving speed of concrete mixer is dropped into 20r/pm from 50r/pm, coagulation slurry is kept not solidify, it is spare；
3) while preparing liquid concrete, 30 parts and 15 parts of quartz sand of fine sand are taken to be added in screening machine, starting sieve
Machine is selected, so that the strainer of fine sand and quartz sand in screening machine is screened, coarse stone grain is filtered off, is obtained evengranular
Stone grain is mixed, it is spare；
4) step 3) mixing stone grain obtained is added in the concrete mixer of step 2), is existed with coagulation obtained slurry
It is uniformly mixed during rotation, it is spare；
5) while preparation mixes stone grain, 20 parts and 25 parts of diatomite of soda ash are taken to be added in blender, first starting is stirred
It mixes machine to stir evenly soda ash and diatomite, mixture is made, then successively add 18 parts and 17 parts of lime paste of emulsified asphalt, make
It obtains emulsified asphalt and lime paste is stirred evenly with mixture, auxiliary packing is made, it is spare；
6) step 5) mixing stone grain obtained is added in the concrete mixer of step 4), it is mixed with coagulation obtained slurry
It closes, and the revolving speed of concrete mixer is promoted to 50r/pm from 20r/pm again, so that auxiliary packing and coagulation slurry are uniformly mixed
It closes, finished product coagulation slurry is spare；
7) slurry of finished product coagulation made from step 6) is poured into the frame of close rib anti-seismic structure, it then will using rammer compacter
Coagulation slurry compacting, is made the wet base of antidetonation composite panel, spare then in a natural environment by spray maintenance 5 days；
8) after conserving 5 days to the wet base of antidetonation composite panel, stop spray, place 4 days in a natural environment, so that antidetonation
The wet base natural drying of composite panel to get.
Embodiment 2
A kind of close rib anti-seismic structure as shown in Figure 1, including cement principal post 1, and is set positioned at 1 side of cement principal post and successively
The first frame 2, the second frame 3 and the third frame 4 set, the other side of the cement principal post 1 is disposed with four from top to down
Group transverse steel 11, the transverse steel 11 extend 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 extend vertically through cement principal post 1；First frame 2 includes frame body 21, and is arranged in frame
Four cement girt strips 22 of 21 side of ontology, and the antidetonation composite panel 23 being arranged between two cement girt strips 22, described four
The corresponding four cement girt strips 22 of group transverse steel 11, the transverse steel 11 run through the cement girt strip 22 of the first frame 2, can make
The first frame 2 and cement principal post 1 are obtained after moulding by casting, enables to the structural strength of the first frame 2 and cement principal post 1 more
By force, in the present embodiment, transverse steel 11 sequentially passes through the first frame 2, the second frame 3 and third frame 4, for improving wall
Structural strength, four cement girt strips 22 enable to the antidetonation between two cement girt strips 22 compound in being placed equidistant with
Siding 23 is in the same size, can be used for improving shock resistance, is provided with reinforcing bar group 211 in the chassis body 21, can be used for improving
The structure of the structural strength of chassis body 21, second frame 3 and third frame 4 is consistent with the first frame 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 steel slag, red
25 parts of mud, 18 parts of volcanic ash, 19 parts of sulfuric acid mine 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, comprising the following steps:
1) 40 parts of regeneration concrete powder, 26 parts of cinder, 24 parts of flyash, 13 parts of steel slag, 25 parts of red mud, volcanic ash 18 are taken
Part, 19 parts of sulfuric acid mine 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, grinds to obtain powder-mixed raw material by stone mill, it is spare；
2) by powder-mixed feedstock transportation to concrete mixer made from step 1), and by weight the ratio of 1:2
Example addition water, and the revolving speed of concrete mixer is promoted to 50r/pm from 20r/pm, so that water is stirred evenly with mixed fillers,
Then the revolving speed of concrete mixer is dropped into 20r/pm from 50r/pm, coagulation slurry is kept not solidify, it is spare；
3) while preparing liquid concrete, 40 parts and 27 parts of quartz sand of fine sand are taken to be added in screening machine, starting sieve
Machine is selected, so that the strainer of fine sand and quartz sand in screening machine is screened, coarse stone grain is filtered off, is obtained evengranular
Stone grain is mixed, it is spare；
4) step 3) mixing stone grain obtained is added in the concrete mixer of step 2), is existed with coagulation obtained slurry
It is uniformly mixed during rotation, it is spare；
5) while preparation mixes stone grain, 26 parts and 35 parts of diatomite of soda ash are taken to be added in blender, first starting is stirred
It mixes machine to stir evenly soda ash and diatomite, mixture is made, then successively add 26 parts and 29 parts of lime paste of emulsified asphalt, make
It obtains emulsified asphalt and lime paste is stirred evenly with mixture, auxiliary packing is made, it is spare；
6) step 5) mixing stone grain obtained is added in the concrete mixer of step 4), it is mixed with coagulation obtained slurry
It closes, and the revolving speed of concrete mixer is promoted to 50r/pm from 20r/pm again, so that auxiliary packing and coagulation slurry are uniformly mixed
It closes, finished product coagulation slurry is spare；
7) slurry of finished product coagulation made from step 6) is poured into the frame of close rib anti-seismic structure, it then will using rammer compacter
Coagulation slurry compacting, is made the wet base of antidetonation composite panel, spare then in a natural environment by spray maintenance 5 days；
8) after conserving 5 days to the wet base of antidetonation composite panel, stop spray, place 6 days in a natural environment, so that antidetonation
The wet base natural drying of composite panel to get.
Embodiment 3
A kind of close rib anti-seismic structure as shown in Figure 1, including cement principal post 1, and is set positioned at 1 side of cement principal post and successively
The first frame 2, the second frame 3 and the third frame 4 set, the other side of the cement principal post 1 is disposed with four from top to down
Group transverse steel 11, the transverse steel 11 extend 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 extend vertically through cement principal post 1；First frame 2 includes frame body 21, and is arranged in frame
Four cement girt strips 22 of 21 side of ontology, and the antidetonation composite panel 23 being arranged between two cement girt strips 22, described four
The corresponding four cement girt strips 22 of group transverse steel 11, the transverse steel 11 run through the cement girt strip 22 of the first frame 2, can make
The first frame 2 and cement principal post 1 are obtained after moulding by casting, enables to the structural strength of the first frame 2 and cement principal post 1 more
By force, in the present embodiment, transverse steel 11 sequentially passes through the first frame 2, the second frame 3 and third frame 4, for improving wall
Structural strength, four cement girt strips 22 enable to the antidetonation between two cement girt strips 22 compound in being placed equidistant with
Siding 23 is in the same size, can be used for improving shock resistance, is provided with reinforcing bar group 211 in the chassis body 21, can be used for improving
The structure of the structural strength of chassis body 21, second frame 3 and third frame 4 is consistent with the first frame 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 steel slag, red
23 parts of mud, 17 parts of volcanic ash, 16 parts of sulfuric acid mine 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, comprising the following steps:
1) 45 parts of regeneration concrete powder, 23 parts of cinder, 20 parts of flyash, 10 parts of steel slag, 23 parts of red mud, volcanic ash 17 are taken
Part, 16 parts of sulfuric acid mine 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, grinds to obtain powder-mixed raw material by stone mill, it is spare；
2) by powder-mixed feedstock transportation to concrete mixer made from step 1), and by weight the ratio of 1:2
Example addition water, and the revolving speed of concrete mixer is promoted to 50r/pm from 20r/pm, so that water is stirred evenly with mixed fillers,
Then the revolving speed of concrete mixer is dropped into 20r/pm from 50r/pm, coagulation slurry is kept not solidify, it is spare；
3) while preparing liquid concrete, 35 parts and 21 parts of quartz sand of fine sand are taken to be added in screening machine, starting sieve
Machine is selected, so that the strainer of fine sand and quartz sand in screening machine is screened, coarse stone grain is filtered off, is obtained evengranular
Stone grain is mixed, it is spare；
4) step 3) mixing stone grain obtained is added in the concrete mixer of step 2), is existed with coagulation obtained slurry
It is uniformly mixed during rotation, it is spare；
5) while preparation mixes stone grain, 23 parts and 30 parts of diatomite of soda ash are taken to be added in blender, first starting is stirred
It mixes machine to stir evenly soda ash and diatomite, mixture is made, then successively add 22 parts and 23 parts of lime paste of emulsified asphalt, make
It obtains emulsified asphalt and lime paste is stirred evenly with mixture, auxiliary packing is made, it is spare；
6) step 5) mixing stone grain obtained is added in the concrete mixer of step 4), it is mixed with coagulation obtained slurry
It closes, and the revolving speed of concrete mixer is promoted to 50r/pm from 20r/pm again, so that auxiliary packing and coagulation slurry are uniformly mixed
It closes, finished product coagulation slurry is spare；
7) slurry of finished product coagulation made from step 6) is poured into the frame of close rib anti-seismic structure, it then will using rammer compacter
Coagulation slurry compacting, is made the wet base of antidetonation composite panel, spare then in a natural environment by spray maintenance 5 days；
8) after conserving 5 days to the wet base of antidetonation composite panel, stop spray, place 5 days in a natural environment, so that antidetonation
The wet base natural drying of composite panel to get.
Experimental example
Experimental subjects: it is carried out using the close rib anti-seismic structure of brick mix structure, frame structure and shear wall structure and the application
Comparison.
Requirement of experiment: the close rib anti-seismic structure of above-mentioned brick mix structure, frame structure and shear wall structure and the application
Construction area is consistent.
Experimental method: the wall of the close rib anti-seismic structure of comparison brick mix structure, frame structure and shear wall structure and the application
Body material, self weight ratio, anti-seismic performance, thickness, construction time and its production cost, concrete outcome are as shown in the table:
In conjunction with upper table, brick mix structure, frame structure and shear wall structure are compared with the close rib anti-seismic structure of the application in phase
With construction area under it is resulting as a result, all data of the close rib anti-seismic structure of the application be superior to comparison brick mix structure,
Frame structure and shear wall structure, therefore, the advantages of more protruding close rib anti-seismic structure of the 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 frame,
Second frame and third frame and antidetonation composite panel composition, by way of direct moulding by casting, bearing capacity is obviously mentioned
Height, non-deformability enhancing, can pass through cement principal post, the first frame, the second frame and third frame and antidetonation composite
In small shake, main function is successively played under middle shake and big shake effect, seismic energy is discharged stage by stage, there is multiple seismic-proof,
Simultaneously antidetonation composite panel by regeneration concrete powder, cinder, flyash, steel slag, red mud, volcanic ash, sulfuric acid mine slag, alkaline residue,
Phosphorus slag, chromium slag, fine sand, quartz sand, soda ash, emulsified asphalt, diatomite and lime paste are made by the method in the application, use
Industrial waste and ecomaterial, can save cost, while also reducing the weight of wall, enhancing heat preservation and energy-efficient work
With.
Certainly, above is representative instance of the invention, and in addition to this, the present invention can also have other a variety of specific implementations
Mode, all technical solutions formed using equivalent substitution or equivalent transformation, is all fallen within the scope of protection of present invention.
Claims (7)
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 frame,
Two frames and third frame, it is characterised in that: the other side of the cement principal post is disposed with four groups of transverse direction steel from top to down
Muscle, the transverse steel extend vertically through cement principal post, longitudinal reinforcement, the longitudinal reinforcement are provided at the top of the cement principal post
Extend vertically through cement principal post；First frame includes frame body, and four cement girt strips of frame body side are arranged in,
And the antidetonation composite panel between two cement girt strips is set, the structure and the first frame of second frame and third frame
Unanimously；The antidetonation composite panel is by 40-50 parts of regeneration concrete powder, 20-26 parts of cinder, 16-24 parts of flyash, steel slag 7-13
Part, 21-25 parts of red mud, 16-18 parts of volcanic ash, 13-19 parts of sulfuric acid mine slag, 14-16 parts of alkaline residue, 11-17 parts of phosphorus slag, chromium slag
10-16 parts, 30-40 parts of fine sand, 15-27 parts of quartz sand, 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.
2. a kind of close rib anti-seismic structure as described in claim 1, it is characterised in that: corresponding four water of four groups of transverse steels
Mud girt strip, the transverse steel run through the cement girt strip of the first frame.
3. a kind of close rib anti-seismic structure as described in claim 1, it is characterised in that: four cement girt strips are in equidistantly to set
It sets.
4. a kind of close rib anti-seismic structure as described in claim 1, it is characterised in that: be provided with reinforcing bar in the chassis body
Group.
5. a kind of close rib anti-seismic structure as described in claim 1, it is characterised in that: the antidetonation composite panel is by regeneration coagulation
50 parts of native powder, 20 parts of cinder, 16 parts of flyash, 7 parts of steel slag, 21 parts of red mud, 16 parts of volcanic ash, 13 parts of sulfuric acid mine 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 are made.
6. a kind of close rib anti-seismic structure as described in claim 1, it is characterised in that: the antidetonation composite panel is by regeneration coagulation
40 parts of native powder, 26 parts of cinder, 24 parts of flyash, 13 parts of steel slag, 25 parts of red mud, 18 parts of volcanic ash, 19 parts of sulfuric acid mine 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 are made.
7. a kind of close rib anti-seismic structure as described in claim 1, it is characterised in that: the antidetonation composite panel is by regeneration coagulation
45 parts of native powder, 23 parts of cinder, 20 parts of flyash, 10 parts of steel slag, 23 parts of red mud, 17 parts of volcanic ash, 16 parts of sulfuric acid mine 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 are made.
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| CN201710520882.8A CN107299700B (en) | 2017-06-30 | 2017-06-30 | A kind of close rib anti-seismic structure |
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| 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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Patent Citations (5)
| 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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| CN107299700A (en) | 2017-10-27 |
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