CN110094010A - A kind of mixing wallboard of assembled architecture plate and preparation method thereof - Google Patents
A kind of mixing wallboard of assembled architecture plate and preparation method thereof Download PDFInfo
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- CN110094010A CN110094010A CN201910465718.0A CN201910465718A CN110094010A CN 110094010 A CN110094010 A CN 110094010A CN 201910465718 A CN201910465718 A CN 201910465718A CN 110094010 A CN110094010 A CN 110094010A
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- concrete
- shear wall
- lightweight aggregate
- upper beam
- stirrup
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- B—PERFORMING OPERATIONS; TRANSPORTING
- B28—WORKING CEMENT, CLAY, OR STONE
- B28B—SHAPING CLAY OR OTHER CERAMIC COMPOSITIONS; SHAPING SLAG; SHAPING MIXTURES CONTAINING CEMENTITIOUS MATERIAL, e.g. PLASTER
- B28B23/00—Arrangements specially adapted for the production of shaped articles with elements wholly or partly embedded in the moulding material; Production of reinforced objects
- B28B23/02—Arrangements specially adapted for the production of shaped articles with elements wholly or partly embedded in the moulding material; Production of reinforced objects wherein the elements are reinforcing members
-
- B—PERFORMING OPERATIONS; TRANSPORTING
- B28—WORKING CEMENT, CLAY, OR STONE
- B28B—SHAPING CLAY OR OTHER CERAMIC COMPOSITIONS; SHAPING SLAG; SHAPING MIXTURES CONTAINING CEMENTITIOUS MATERIAL, e.g. PLASTER
- B28B23/00—Arrangements specially adapted for the production of shaped articles with elements wholly or partly embedded in the moulding material; Production of reinforced objects
- B28B23/02—Arrangements specially adapted for the production of shaped articles with elements wholly or partly embedded in the moulding material; Production of reinforced objects wherein the elements are reinforcing members
- B28B23/22—Arrangements specially adapted for the production of shaped articles with elements wholly or partly embedded in the moulding material; Production of reinforced objects wherein the elements are reinforcing members assembled from preformed parts
-
- 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
- E04C2/06—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 reinforced
-
- 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
- E04C2/30—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by the shape or structure
- E04C2/38—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by the shape or structure with attached ribs, flanges, or the like, e.g. framed panels
- E04C2/382—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by the shape or structure with attached ribs, flanges, or the like, e.g. framed panels with a frame of concrete or other stone-like substance
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- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Manufacturing & Machinery (AREA)
- Chemical & Material Sciences (AREA)
- Ceramic Engineering (AREA)
- Mechanical Engineering (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Reinforcement Elements For Buildings (AREA)
Abstract
The invention discloses a kind of mixing wallboards of assembled architecture plate and preparation method thereof, more particularly to assembled architecture field, including shear wall ontology, shear wall ontology top is equipped with upper beam and bottom end is equipped with underbeam, the shear wall ontology includes lightweight aggregate concrete batten, truss bars are equipped between the lightweight aggregate concrete batten, concrete is also filled between the lightweight aggregate concrete batten, the quantity of the shear wall ontology is set as multiple, and structural column is equipped between two adjacent shear wall ontologies.Architectural process of the invention becomes factory's production from construction site, die station and personnel assignment with unified planning, the specification of product is consistent with wall beam cloth muscle, so that production efficiency is improved, reduce construction cost and construction period, the human error in work progress can be reduced, construction quality is guaranteed.
Description
Technical field
The present invention relates to assembled architecture fields, it is more particularly related to a kind of mixing wall of assembled architecture plate
Plate and preparation method thereof.
Background technique
With the development of modern industrial technology, building house can be manufactured in batch completely as machine production.Assembly
Formula building is built made of assemble in site as prefabricated component component, referred to as assembled architecture.By prefabricated components form and apply
Work method is divided into building block building, plate building, boxlike building, frame board material construction structural and lift slab and rises five seed types such as layer building.
As the main member in assembled architecture body, assembly concrete shear wall structure is arranged in frame structure
A certain number of shear walls constitute flexibly free use space, meet the requirement of different building functions, while having again enough
Shear wall has sizable lateral rigidity.
But existing shear wall product anti-pressure ability is weak, because large area cloth muscle, different size cloth muscle, wall beam cloth muscle are not united
One, arrangement connection needs much by hand, and production efficiency is low, long in time limit.
Summary of the invention
In order to overcome the drawbacks described above of the prior art, the embodiment of the present invention provides a kind of mixing wallboard of assembled architecture plate
And preparation method thereof, it combines by using different structures, is bonded lightweight aggregate concrete batten using truss bars, and
Casting concrete, concrete have good intensity and viscosity, different mechanisms are connected as an entirety, so that after pouring
Product has very strong resistance to compression, drawing, the ability turned round and cut, and the assembling of this assembled arthitecutral structure, and architectural process is by applying
Work scene becomes factory's production, and die station and personnel assignment with unified planning, the specification of product is consistent with wall beam cloth muscle, so that
Production efficiency is improved, and reduces construction cost and construction period, can reduce the human error in work progress, construction
Quality is guaranteed.
To achieve the above object, the invention provides the following technical scheme: a kind of mixing wallboard of assembled architecture plate and its system
Preparation Method, including shear wall ontology, shear wall ontology top is equipped with upper beam and bottom end is equipped with underbeam, the shear wall sheet
Body includes lightweight aggregate concrete batten, and truss bars, the lightweight aggregate concrete are equipped between the lightweight aggregate concrete batten
Concrete is also filled between batten, the quantity of the shear wall ontology is set as multiple, two adjacent shear wall ontologies it
Between be equipped with structural column.
In a preferred embodiment, the upper beam and underbeam are composite beam.
In a preferred embodiment, of same size, the shear wall ontology and the structure of the upper beam and underbeam
Column it is of same size, the width of the upper beam is greater than the width of shear wall ontology.
In a preferred embodiment, in the same shear wall ontology, the quantity of the lightweight aggregate concrete batten
It is set as two and size is identical, two lightweight aggregate concrete battens connect by the way that truss bars and the concrete of filling are fixed
It connects.
A kind of preparation method of the mixing wallboard of assembled architecture plate, specifically comprises the following steps:
Step 1 selects the major-minor reinforcing bar of corresponding diameter and quantity according to construction requirement and intensity, by major-minor reinforcing bar according to
The size of upper beam and underbeam is bundled into corresponding stirrup, and stirrup is placed in die station, fixes outside stirrup pair
The template answered, and release agent is coated in template,
Step 2 determines in shear wall ontology between two neighboring structural column according to the mixing wallboard specification of the plate of production
The size of stirrup in distance and structural column opens up pair in the top template of underbeam according to the distance between structural column
The through-hole of size is answered, then casting concrete inside lower beam forms after fixation, is put into steel bar end, to concrete in through-hole
It is extracted after preliminary solidification, form removal after concrete solidifies completely obtains underbeam；
Step 3, casting concrete in upper beam forms after fixation, the form removal after concrete solidifies completely obtain
Upper beam；
Step 4 rolls the stirrup of corresponding number and size according to the specification of structural column and quantity, by multiple stirrups
Bottom end is inserted in inside the through-hole that steel bar end on underbeam leaves, and corresponding template is fixed outside stirrup, and coat release agent,
Casting concrete inside template sloughs nog plate after concrete setting molding and obtains structural column；
Two lightweight aggregate concrete battens are fixedly connected, the width of its spacing and structural column by step 5 using truss bars
Spend identical, width is identical as the distance between two structural columns, is then placed on the lightweight aggregate concrete batten after fixation adjacent
Two structural columns between, the casting concrete between two lightweight aggregate concrete battens, and upper beam is placed in multiple structures
The top of column is fixedly connected with lightweight aggregate concrete batten, upper beam, truss bars with structural column, obtains after concrete setting
Finished product.
In a preferred embodiment, the truss bars can be arranged in a crossed manner or be arranged in parallel.
In a preferred embodiment, the diameter of the steel bar end is identical as stirrup diameter in structural column.
Technical effect and advantage of the invention:
1, it combines, is bonded lightweight aggregate concrete batten using truss bars, and pour by using different structures
Concrete is built, concrete has good intensity and viscosity, different mechanisms is connected as an entirety, so that the production after pouring
Product have very strong resistance to compression, drawing, the ability turned round and cut, and the assembling of this assembled arthitecutral structure, and architectural process is by constructing
Scene becomes factory's production, and die station and personnel assignment with unified planning, the specification of product is consistent with wall beam cloth muscle, so that raw
It produces efficiency to be improved, reduces construction cost and construction period, the human error in work progress can be reduced, matter of constructing
Amount is guaranteed；
2, by during casting, shear wall is made in the way of lightweight aggregate concrete batten and concreting
Ontology, bending resistance load, compression strength, shock resistance and sound insulation value are good, with concreting at after shear wall ontology without make
Excessive post-processing, raw material resources are abundant extensively, and cheap, energy conservation and environmental protection is conducive to Competitiveness and the production in market
The popularization of product.
Detailed description of the invention
Fig. 1 is overall structure diagram of the invention.
Fig. 2 is the schematic diagram of the section structure at A-A in Fig. 1 of the invention.
Appended drawing reference are as follows: 1 shear wall ontology, 2 upper beams, 3 underbeams, 4 lightweight aggregate concrete battens, 5 truss bars, 6 structures
Column.
Specific embodiment
Following will be combined with the drawings in the embodiments of the present invention, and technical solution in the embodiment of the present invention carries out clear, complete
Site preparation description, it is clear that described embodiments are only a part of the embodiments of the present invention, instead of all the embodiments.It is based on
Embodiment in the present invention, it is obtained by those of ordinary skill in the art without making creative efforts every other
Embodiment shall fall within the protection scope of the present invention.
Embodiment 1
A kind of mixing wallboard of assembled architecture plate as shown in Figs. 1-2 and preparation method thereof, including shear wall ontology 1, institute
It states 1 top of shear wall ontology and is equipped with underbeam 3 equipped with upper beam 2 and bottom end, the shear wall ontology 1 includes lightweight aggregate concrete item
Plate 4 is equipped with truss bars 5 between the lightweight aggregate concrete batten 4, is also filled between the lightweight aggregate concrete batten 4
The quantity of concrete, the shear wall ontology 1 is set as multiple, and structural column 6 is equipped between two adjacent shear wall ontologies 1.
The upper beam 2 and underbeam 3 are composite beam, of same size, the shear wall ontology 1 of the upper beam 2 and underbeam 3
Of same size with structural column 6, the width of the upper beam 2 is greater than the width of shear wall ontology 1, in the same shear wall ontology 1,
The quantity of the lightweight aggregate concrete batten 4 is set as two and size is identical, and two lightweight aggregate concrete battens 4 pass through
Truss bars 5 are fixedly connected with the concrete of filling；
A kind of preparation method of mixing wallboard of assembled architecture plate as shown in Figs. 1-2, specifically comprises the following steps:
Step 1 selects the major-minor reinforcing bar of corresponding diameter and quantity according to construction requirement and intensity, by major-minor reinforcing bar according to
The size of upper beam 2 and underbeam 3 is bundled into corresponding stirrup, and stirrup is placed in die station, is fixed outside stirrup
Corresponding template, and release agent is coated in template,
Step 2 determines in shear wall ontology 1 between two neighboring structural column 6 according to the mixing wallboard specification of the plate of production
Distance and structural column 6 in the size of stirrup opened in the top template of underbeam 3 according to the distance between structural column 6
If the through-hole of correspondingly-sized, then casting concrete inside 3 template of underbeam after fixation, is put into steel bar end in through-hole, to
Concrete is extracted after tentatively solidifying, form removal after concrete solidifies completely, obtains underbeam 3；
Step 3, casting concrete in 2 template of upper beam after fixation, the form removal after concrete solidifies completely obtain
Obtain upper beam 2；
Step 4 rolls the stirrup of corresponding number and size according to the specification of structural column 6 and quantity, by multiple stirrups
Bottom end is inserted in inside the through-hole that steel bar end leaves on underbeam 3, corresponding template is fixed outside stirrup, and coat release agent,
The casting concrete inside template sloughs nog plate after concrete setting molding and obtains structural column 6；
Two lightweight aggregate concrete battens 4 are fixedly connected, its spacing by step 5 using truss bars 5 disposed in parallel
Of same size with structural column 6, width is identical as the distance between two structural columns 6, then by the lightweight aggregate coagulation after fixation
Native batten 4 is placed between two adjacent structural columns 6, the casting concrete between two lightweight aggregate concrete battens 4, and will be upper
Beam 2 is placed in the top of multiple structural columns 6, makes lightweight aggregate concrete batten 4, upper beam 2, truss bars 5 and structural column 6 are fixed to connect
It connects, finished product is obtained after concrete setting.
The preparation method of above-mentioned a kind of mixing wallboard of assembled architecture plate, wherein the diameter and structure of the steel bar end
Stirrup diameter is identical in column 6.
It combines, is bonded lightweight aggregate concrete batten 4 using truss bars 5, and pour by using different structures
Concrete is built, concrete has good intensity and viscosity, different mechanisms is connected as an entirety, so that the production after pouring
Product have very strong resistance to compression, drawing, the ability turned round and cut, and the assembling of this assembled arthitecutral structure, and architectural process is by constructing
Scene becomes factory's production, and die station and personnel assignment with unified planning, the specification of product is consistent with wall beam cloth muscle, so that raw
It produces efficiency to be improved, reduces construction cost and construction period, the human error in work progress can be reduced, matter of constructing
Amount is guaranteed.
Embodiment 2
A kind of preparation method of mixing wallboard of assembled architecture plate as shown in Figs. 1-2, specifically comprises the following steps:
Step 1 selects the major-minor reinforcing bar of corresponding diameter and quantity according to construction requirement and intensity, by major-minor reinforcing bar according to
The size of upper beam 2 and underbeam 3 is bundled into corresponding stirrup, and stirrup is placed in die station, is fixed outside stirrup
Corresponding template, and release agent is coated in template,
Step 2 determines in shear wall ontology 1 between two neighboring structural column 6 according to the mixing wallboard specification of the plate of production
Distance and structural column 6 in the size of stirrup opened in the top template of underbeam 3 according to the distance between structural column 6
If the through-hole of correspondingly-sized, then casting concrete inside 3 template of underbeam after fixation, is put into steel bar end in through-hole, to
Concrete is extracted after tentatively solidifying, form removal after concrete solidifies completely, obtains underbeam 3；
Step 3, casting concrete in 2 template of upper beam after fixation, the form removal after concrete solidifies completely obtain
Obtain upper beam 2；
Step 4 rolls the stirrup of corresponding number and size according to the specification of structural column 6 and quantity, by multiple stirrups
Bottom end is inserted in inside the through-hole that steel bar end leaves on underbeam 3, corresponding template is fixed outside stirrup, and coat release agent,
The casting concrete inside template sloughs nog plate after concrete setting molding and obtains structural column 6；
Two lightweight aggregate concrete battens 4 are fixedly connected, its spacing by step 5 using truss bars 5 arranged in a crossed manner
Of same size with structural column 6, width is identical as the distance between two structural columns 6, then by the lightweight aggregate coagulation after fixation
Native batten 4 is placed between two adjacent structural columns 6, the casting concrete between two lightweight aggregate concrete battens 4, and will be upper
Beam 2 is placed in the top of multiple structural columns 6, makes lightweight aggregate concrete batten 4, upper beam 2, truss bars 5 and structural column 6 are fixed to connect
It connects, finished product is obtained after concrete setting.
The preparation method of above-mentioned a kind of mixing wallboard of assembled architecture plate, wherein the diameter and structure of the steel bar end
Stirrup diameter is identical in column 6.
By during casting, shear wall is made in the way of lightweight aggregate concrete batten 4 and concreting
Ontology 1, bending resistance load, compression strength, shock resistance and sound insulation value are good, with concreting at being not necessarily to after shear wall ontology 1
Make excessive post-processing, raw material resources are abundant extensively, cheap, energy conservation and environmental protection, be conducive to market Competitiveness and
The popularization of product.
Embodiment 3
A kind of preparation method of mixing wallboard of assembled architecture plate as shown in Figs. 1-2, specifically comprises the following steps:
Step 1 selects the major-minor reinforcing bar of corresponding diameter and quantity according to construction requirement and intensity, by major-minor reinforcing bar according to
The size of upper beam 2 and underbeam 3 is bundled into corresponding stirrup, and stirrup is placed in die station, is fixed outside stirrup
Corresponding template, and release agent is coated in template,
Step 2 determines in shear wall ontology 1 between two neighboring structural column 6 according to the mixing wallboard specification of the plate of production
Distance and structural column 6 in the size of stirrup opened in the top template of underbeam 3 according to the distance between structural column 6
If the through-hole of correspondingly-sized, then casting concrete inside 3 template of underbeam after fixation, is put into steel bar end in through-hole, to
Concrete is extracted after tentatively solidifying, form removal after concrete solidifies completely, obtains underbeam 3；
Step 3, casting concrete in 2 template of upper beam after fixation, the form removal after concrete solidifies completely obtain
Obtain upper beam 2；
Step 4 rolls the stirrup of corresponding number and size according to the specification of structural column 6 and quantity, by multiple stirrups
Bottom end is inserted in inside the through-hole that steel bar end leaves on underbeam 3, corresponding template is fixed outside stirrup, and coat release agent,
The casting concrete inside template sloughs nog plate after concrete setting molding and obtains structural column 6；
Two lightweight aggregate concrete battens 4 are fixedly connected, wherein multiple truss by step 5 using multiple truss bars 5
The structure of reinforcing bar 5 is that parallel and cross-mixing is arranged, and its spacing is of same size with structural column 6, width and two structural columns 6 it
Between distance it is identical, then the lightweight aggregate concrete batten 4 after fixation is placed between two adjacent structural columns 6, at two
Casting concrete between lightweight aggregate concrete batten 4, and upper beam 2 is placed in the top of multiple structural columns 6, make lightweight aggregate coagulation
Native batten 4, upper beam 2, truss bars 5 are fixedly connected with structural column 6, and finished product is obtained after concrete setting.
The preparation method of above-mentioned a kind of mixing wallboard of assembled architecture plate, wherein the diameter and structure of the steel bar end
Stirrup diameter is identical in column 6.
Embodiment 4
A kind of preparation method of mixing wallboard of assembled architecture plate as shown in Figs. 1-2, specifically comprises the following steps:
Step 1 selects the major-minor reinforcing bar of corresponding diameter and quantity according to construction requirement and intensity, by major-minor reinforcing bar according to
The size of upper beam 2 and underbeam 3 is bundled into corresponding stirrup, and stirrup is placed in die station, is fixed outside stirrup
Corresponding template, and release agent is coated in template,
Step 2 determines in shear wall ontology 1 between two neighboring structural column 6 according to the mixing wallboard specification of the plate of production
Distance and structural column 6 in the size of stirrup opened in the top template of underbeam 3 according to the distance between structural column 6
If the through-hole of correspondingly-sized, then casting concrete inside 3 template of underbeam after fixation, is put into rod-like die in through-hole,
It is extracted after concrete tentatively solidifies, form removal after concrete solidifies completely, obtains underbeam 3；
Step 3, casting concrete in 2 template of upper beam after fixation, the form removal after concrete solidifies completely obtain
Obtain upper beam 2；
Step 4 rolls the stirrup of corresponding number and size according to the specification of structural column 6 and quantity, by multiple stirrups
Bottom end is inserted in inside the through-hole that steel bar end leaves on underbeam 3, corresponding template is fixed outside stirrup, and coat release agent,
The casting concrete inside template sloughs nog plate after concrete setting molding and obtains structural column 6；
Two lightweight aggregate concrete battens 4 are fixedly connected, wherein multiple truss by step 5 using multiple truss bars 5
The structure of reinforcing bar 5 is that parallel and cross-mixing is arranged, and its spacing is of same size with structural column 6, width and two structural columns 6 it
Between distance it is identical, then the lightweight aggregate concrete batten 4 after fixation is placed between two adjacent structural columns 6, at two
Casting concrete between lightweight aggregate concrete batten 4, and upper beam 2 is placed in the top of multiple structural columns 6, make lightweight aggregate coagulation
Native batten 4, upper beam 2, truss bars 5 are fixedly connected with structural column 6, and finished product is obtained after concrete setting.
The preparation method of above-mentioned a kind of mixing wallboard of assembled architecture plate, wherein the diameter and structure of the steel bar end
Stirrup diameter is identical in column 6.
Embodiment 5
A kind of preparation method of mixing wallboard of assembled architecture plate as shown in Figs. 1-2, during production, upper beam 2,
Underbeam 3 and structural column 6 can carry out customized setting according to design requirement, during pouring, the coagulation unit weight of soil that pours
Customized adjustment is carried out according to production specification with 4 parameter of lightweight aggregate concrete batten, in the premise that ensure that product structure intensity
Under, to adapt to different production requirements, during pouring, all operations that pours are all made of automation apparatus for distributing solid
Implement overall time on cover half platform to pour, shaping speed is fast, and product yield is high.
The several points that should finally illustrate are: firstly, in the description of the present application, it should be noted that unless otherwise prescribed and
It limits, term " installation ", " connected ", " connection " shall be understood in a broad sense, can be mechanical connection or electrical connection, be also possible to two
Connection inside element, can be directly connected, and "upper", "lower", "left", "right" etc. are only used for indicating relative positional relationship, when
The absolute position for being described object changes, then relative positional relationship may change；
Secondly: the present invention discloses in embodiment attached drawing, relates only to the structure being related to the embodiment of the present disclosure, other knots
Structure, which can refer to, to be commonly designed, and under not conflict situations, the same embodiment of the present invention and different embodiments be can be combined with each other；
Last: the foregoing is only a preferred embodiment of the present invention, is not intended to restrict the invention, all of the invention
Within spirit and principle, any modification, equivalent replacement, improvement and so on be should all be included in the protection scope of the present invention.
Claims (7)
1. a kind of mixing wallboard of assembled architecture plate, it is characterised in that: including shear wall ontology (1), the shear wall ontology (1)
Top is equipped with upper beam (2) and bottom end is equipped with underbeam (3), and the shear wall ontology (1) includes lightweight aggregate concrete batten (4),
Truss bars (5) are equipped between the lightweight aggregate concrete batten (4), are also filled up between the lightweight aggregate concrete batten (4)
There is concrete, the quantity of the shear wall ontology (1) is set as multiple, and knot is equipped between two adjacent shear wall ontologies (1)
Structure column (6).
2. a kind of mixing wallboard of assembled architecture plate according to claim 1, it is characterised in that: the upper beam (2) and under
Beam (3) is composite beam.
3. a kind of mixing wallboard of assembled architecture plate according to claim 1, it is characterised in that: the upper beam (2) and under
Beam (3) it is of same size, the shear wall ontology (1) and structural column (6) it is of same size, the width of the upper beam (2) is greater than
The width of shear wall ontology (1).
4. a kind of mixing wallboard of assembled architecture plate according to claim 1, it is characterised in that: the same shear wall ontology
(1) in, the quantity of the lightweight aggregate concrete batten (4) is set as two and size is identical, two lightweight aggregate concretes
Batten (4) is fixedly connected by truss bars (5) with the concrete of filling.
5. a kind of preparation method of the mixing wallboard of assembled architecture plate, which is characterized in that specifically comprise the following steps:
Step 1 selects the major-minor reinforcing bar of corresponding diameter and quantity according to construction requirement and intensity, by major-minor reinforcing bar according to upper beam
(2) and the size of underbeam (3) is bundled into corresponding stirrup, and stirrup is placed in die station, is fixed outside stirrup
Corresponding template, and release agent is coated in template,
Step 2 determines in shear wall ontology (1) between two neighboring structural column (6) according to the mixing wallboard specification of the plate of production
Distance and structural column (6) in stirrup size, in the top template of underbeam (3), according between structural column (6)
Distance opens up the through-hole of correspondingly-sized, and casting concrete inside underbeam (3) template then after fixation is put into steel in through-hole
Muscle head is extracted, form removal after concrete solidifies completely after concrete tentatively solidifies, and is obtained underbeam (3)；
Step 3, casting concrete in upper beam (2) template after fixation, the form removal after concrete solidifies completely obtain
Upper beam (2)；
Step 4 rolls the stirrup of corresponding number and size according to the specification of structural column (6) and quantity, by multiple stirrup bottoms
End is inserted in inside the through-hole that steel bar end leaves on underbeam (3), corresponding template is fixed outside stirrup, and coat release agent,
The casting concrete inside template sloughs nog plate after concrete setting molding and obtains structural column (6)；
Two lightweight aggregate concrete battens (4) are fixedly connected, its spacing and structural column (6) by step 5 using truss bars (5)
It is of same size, width is identical as the distance between two structural columns (6), then by the lightweight aggregate concrete batten after fixation
(4) it is placed between two adjacent structural columns (6), the casting concrete between two lightweight aggregate concrete battens (4), and will be upper
Beam (2) is placed in the top of multiple structural columns (6), makes lightweight aggregate concrete batten (4), upper beam (2), truss bars (5) and knot
Structure column (6) is fixedly connected, and finished product is obtained after concrete setting.
6. a kind of preparation method of mixing wallboard of assembled architecture plate according to claim 5, it is characterised in that: the purlin
Frame reinforcing bar (5) can be arranged in a crossed manner or be arranged in parallel.
7. a kind of preparation method of mixing wallboard of assembled architecture plate according to claim 5, it is characterised in that: the steel
The diameter of muscle head is identical as stirrup diameter in structural column (6).
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Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN115198922A (en) * | 2022-08-25 | 2022-10-18 | 刘杰 | Green energy-conserving assembly type building wall |
Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN203741997U (en) * | 2014-03-04 | 2014-07-30 | 北京天恒建设工程有限公司 | Steel bar pre-burying and connecting structure of beam and construction column |
| CN105839836A (en) * | 2016-05-30 | 2016-08-10 | 上海建工二建集团有限公司 | Precast concrete shear wall component and construction method thereof |
| CN207260378U (en) * | 2017-09-30 | 2018-04-20 | 沈阳建筑大学 | A kind of assembled frame-shear structure curved scissors type combines keyway connection structure |
| CN108316522A (en) * | 2018-02-24 | 2018-07-24 | 东南大学 | The prefabricated double board wall units of one kind, assembly concrete shear wall and preparation method thereof |
| CN108394004A (en) * | 2018-03-24 | 2018-08-14 | 裴庭胜 | Mixing wallboard of assembled architecture plate and preparation method thereof |
| CN210947299U (en) * | 2019-10-24 | 2020-07-07 | 华东建筑集团股份有限公司 | Double-sided laminated wallboard adopting novel interface shear-resistant structure |
-
2019
- 2019-05-30 CN CN201910465718.0A patent/CN110094010A/en active Pending
Patent Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN203741997U (en) * | 2014-03-04 | 2014-07-30 | 北京天恒建设工程有限公司 | Steel bar pre-burying and connecting structure of beam and construction column |
| CN105839836A (en) * | 2016-05-30 | 2016-08-10 | 上海建工二建集团有限公司 | Precast concrete shear wall component and construction method thereof |
| CN207260378U (en) * | 2017-09-30 | 2018-04-20 | 沈阳建筑大学 | A kind of assembled frame-shear structure curved scissors type combines keyway connection structure |
| CN108316522A (en) * | 2018-02-24 | 2018-07-24 | 东南大学 | The prefabricated double board wall units of one kind, assembly concrete shear wall and preparation method thereof |
| CN108394004A (en) * | 2018-03-24 | 2018-08-14 | 裴庭胜 | Mixing wallboard of assembled architecture plate and preparation method thereof |
| CN210947299U (en) * | 2019-10-24 | 2020-07-07 | 华东建筑集团股份有限公司 | Double-sided laminated wallboard adopting novel interface shear-resistant structure |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
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| CN115198922A (en) * | 2022-08-25 | 2022-10-18 | 刘杰 | Green energy-conserving assembly type building wall |
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