CN107419801A - A kind of assembled individual layer ALC wood connecting building and its construction method and ALC board manufacturing methods - Google Patents
A kind of assembled individual layer ALC wood connecting building and its construction method and ALC board manufacturing methods Download PDFInfo
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- CN107419801A CN107419801A CN201710247083.8A CN201710247083A CN107419801A CN 107419801 A CN107419801 A CN 107419801A CN 201710247083 A CN201710247083 A CN 201710247083A CN 107419801 A CN107419801 A CN 107419801A
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/02—Structures consisting primarily of load-supporting, block-shaped, or slab-shaped elements
- E04B1/04—Structures consisting primarily of load-supporting, block-shaped, or slab-shaped elements the elements consisting of concrete, e.g. reinforced concrete, or other stone-like material
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/02—Structures consisting primarily of load-supporting, block-shaped, or slab-shaped elements
- E04B1/04—Structures consisting primarily of load-supporting, block-shaped, or slab-shaped elements the elements consisting of concrete, e.g. reinforced concrete, or other stone-like material
- E04B1/043—Connections specially adapted therefor
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/18—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
- E04B1/26—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of wood
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/18—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
- E04B1/26—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of wood
- E04B1/2604—Connections specially adapted therefor
-
- 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
- E04C2/049—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 completely or partially of insulating material, e.g. cellular concrete or foamed plaster
-
- 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
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/18—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
- E04B1/26—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of wood
- E04B1/2604—Connections specially adapted therefor
- E04B2001/2644—Brackets, gussets or joining plates
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- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Physics & Mathematics (AREA)
- Electromagnetism (AREA)
- Joining Of Building Structures In Genera (AREA)
Abstract
The present invention relates to technical field of building construction, the construction method of more particularly to a kind of assembled individual layer ALC wood connecting building, ALC board manufacturing methods and assembled individual layer ALC wood connecting buildings.A kind of assembled individual layer ALC wood connecting buildings, it is made up of concrete foundation and the wall being fixed in concrete foundation and roof, the wall is spliced by the vertically arranged ALC plates of polylith, the ALC plates that the roof is laterally set by polylith are spliced, wall is connected with roof by multigroup girt, is mutually fixed by connection sheet between adjacent girt；The ALC plates are prefabricated board formed by reinforced mesh outer cladding ALC.A kind of ALC board manufacturing methods of assembled individual layer ALC wood connecting buildings, for making the ALC plates in foregoing assembled individual layer ALC wood connecting buildings, and a kind of construction method of assembled individual layer ALC wood connecting buildings.The invention provides a kind of repeatable formula assembling, assembled individual layer ALC wood connecting building and its construction method and ALC board manufacturing methods simple in construction.
Description
Technical field
The present invention relates to technical field of building construction, more particularly to a kind of assembled individual layer ALC wood connecting building, ALC plates
The construction method of preparation method and assembled individual layer ALC wood connecting buildings.
Background technology
With the development of modern industrial technology, building house can be manufactured in batch completely as machine production.As long as
Prefabricated house component, transport to assemble in site get up just into.Assembled architecture begins to cause people in early 20th century
Interest, realized finally to the sixties.The states such as English, method, the Soviet Union attempt first.Due to the construction speed of assembled architecture
It hurry up, and production cost is relatively low, promotes come all over the world rapidly.Assembled architecture refers to be filled in building site with prefabricated component
With into building.The advantages of this building is that construction speed is fast, and climate conditionality is small, saves labour and can improve and builds
Build quality.Everyone by can oneself DIY design build the house of oneself, wall can be dismantled repeatedly, can repeat profit
With building waste will not be produced due to demolishing walls.The assembled architecture profile of early stage is more stiff, stereotyped.Later people exist
Improved in design, add flexibility and diversity, assembled architecture is built in batch, and pattern is rich
It is rich.
The technology contents as disclosed in Chinese patent CN104074358B：A kind of construction method of prefabricated building,
Comprise the following steps：Design, making prefabricated components, the company's of setting wall preformed hole on the Side fascia in prefabricated components；Prefabricated components
Examination is marched into the arena, and to prefabricated components numbering, draws Construction control line；Measurement, unwrapping wire；Prefabricated components are installed, in the terrace made
The wallboard of first layer building is installed on layer, then corrects, is fixed, cast concrete slurry, the concrete slurry of wallboard cast
After reaching intensity, one layer of exterior wall protective frame is installed by default even wall preformed hole on the Side fascia of first layer building,
The floor of next floor is installed on the wallboard of first layer building, then corrects, is fixed, cast concrete slurry, floor cast
Concrete slurry reach intensity after, installed by foregoing installation, correction, fixed, cast concrete slurry process on floor
The wallboard of second layer building, then exterior wall protective frame is installed on the Side fascia of second layer building, in second layer building
Wallboard on the floor of next floor is installed again；The step of repeating above-mentioned prefabricated components installation is constructed upwards successively, until building
Thing top layer.
Above-mentioned technology contents are also only to carry out concrete cast for prefabricated framework, not realize real assembled
Construction.In order to meet internal people's requirement high to concrete construction degree of recognition, the concept of precast concrete has been introduced.
ALC is steam pressurized lightweight concrete, is the one of which in high-performance prefabricated concrete, and steam pressurized lightweight is mixed
Solidifying soil is with flyash（Or silica sand）, cement, lime etc. be main material, the more aerocretes formed by autoclave curing
Shaping（Include treated reinforcing bar enhancing）.Steam pressurized lightweight concrete can both do materials for wall, can do roof boarding again, be
A kind of building material of superior performance.Steam pressurized lightweight concrete most occurs early in Europe, the area such as Japan, Europe existing four
The production of more than ten years, applicating history.Mainly quoted from Japan and Germany, its is excellent for the production technology of domestic manufacturer and production equipment at present
Putting is：With performances such as density is small, light weight, insulation, sound insulation, antidetonation, fire prevention.
It is existing based on the assembled architecture construction method of ALC plates as disclosed in Chinese patent CN106499091A in technology
Hold：Comprise the following steps：A determines wall position according to construction drawing, is marked in wall installation site corresponding to roof and ground
Go out baseline, and identify door-window opening position；B determines wall size according to construction drawing, the ALC bars according to needed for determining wall size
Board size, arrangement and order in place, the length of ALC battens subtract 10 ~ 60mm by floor structure clear height size；And by ALC battens
Material cuts into required size and marks its order in place；C is according to the baseline in step A and mark and the step B
Middle ALC bars board size and it is arranged at structural beams, floor, roof or structural wall the step such as batten fixture is installed.
Although above-mentioned technology contents have introduced the concept of ALC plates, but the ALC plates involved by the technology it is not reproducible, can
The uniform sizes ALC plates being continuously interconnected and fixed, also need to need to be made according to practice of construction, construction is very numerous
It is trivial, and the situation of dimensional error easily occurs.
The content of the invention
The technical problems to be solved by the invention are to provide a kind of repeatable formula assembling, assembled individual layer simple in construction
ALC wood connecting building and its construction method and ALC board manufacturing methods.To achieve the above object, the technology used in the present invention side
Case is：
A kind of assembled individual layer ALC wood connecting buildings, by concrete foundation and the wall and roof that are fixed in concrete foundation
Composition, the wall are spliced by the vertically arranged ALC plates of polylith, and the ALC plates that the roof is laterally set by polylith splice
Form, wall is connected with roof by multigroup girt, is mutually fixed by connection sheet between adjacent girt；The ALC plates are
Prefabricated board formed by reinforced mesh outer cladding ALC.
Described building is that single story building, its wall and roof are spliced by size identical polylith ALC plates, only needs root
Need to calculate the ALC plate quantity needed for each wall and roof according to practice of construction, greatly reduce construction cost.
On the basis of using above technical scheme, the present invention can also use scheme further below：
Two sides of the ALC plates are respectively equipped with groove and tenon, and to realize, tongue and groove connects between adjacent ALC plates；The ALC plates
Side is further opened with connecting hole, and connector is provided with the connecting hole, and the connector includes the female connection that can be mutually locked
Part and sub- connecting member, and female, sub- connecting member is divided into two offsides of ALC plates.
Female connector and sub- connecting member can be bolt and screw rod, or the connector that dowel and interface etc. can be locked
.
The female connector can be to twist the loop bar formed admittedly by bolt and screw mandrel, and the sub- connecting member can be screw rod.To enter
One step ensures the degree of being connected firmly between bolt and screw mandrel, directly can weld bolt and screw mandrel.
The bottom surface of the girt fits in the top surface of vertically arranged ALC plates, and the top surface of girt, which fits in, laterally to be set
The bottom surface for the ALC plates put；The yi word pattern connection sheet and connect to intersect that the connection sheet of the girt includes connecting in the same direction
The L-type connection sheet connect.
When the building roof of required construction is flat roof, the top surface of girt and bottom surface are horizontal plane, now wood circle
The cross section of beam is rectangle；When the building roof of required construction is oblique top, the top surface of girt is inclined-plane, the inclined-plane and room
The gradient on top is consistent, meanwhile, the bottom surface of girt is plane, and now the cross section of girt is trapezoidal.
Further, when the building of required construction adjacent two walls angle is in 90 °, to the connection sheet of interconnection
The angle on L-type both sides is also 90 °；When the angle non-90 degree of adjacent two wall of building of required construction, to the company of interconnection
The angle on the L-type both sides of contact pin is correspondingly in the angle identical angle with wall.
Meanwhile present invention also offers following technical scheme：
A kind of ALC board manufacturing methods of assembled individual layer ALC wood connecting buildings, for making foregoing assembled individual layer ALC wood even
The ALC plates in building are connect, are comprised the following steps：
In the making mould that reinforced mesh, loop bar, screw pre-buried are entered to ALC plates；
ALC is poured into toward mould, to form piece bulk；
With steam pressurization maintenance until ALC plates reach construction intensity requirement and complete the making of ALC plates.
Meanwhile present invention also offers following technical scheme：
A kind of ALC board manufacturing methods of assembled individual layer ALC wood connecting buildings, for making foregoing assembled individual layer ALC wood even
The ALC plates in building are connect, are comprised the following steps：
Reinforced mesh is embedded into the making mould of ALC plates；
ALC is poured into toward mould, to form piece bulk；
With steam pressurization maintenance until ALC plates reach construction intensity requirement；
Eleven punch 11 is entered to ALC plates with drilling machine；
Anchoring adhesive is poured into hole and inserts loop bar or screw rod, intensity to be bonded reaches construction requirement and completes the making of ALC plates.
Meanwhile present invention also offers following technical scheme：
A kind of construction method of assembled individual layer ALC wood connecting buildings, comprises the following steps：
A. according to arrangement and method for construction casting concrete basis, asphalt water-proof coiled material is filled out on concrete foundation upper berth；
B. wall body area is determined according to arrangement and method for construction, and crab-bolt is added in the region；
C. ALC plates are vertically inserted in crab-bolt and sentenced and fixed with concrete foundation；
D. repeat step C with successively by polylith ALC plates be interconnected and fixed in concrete foundation to form construction wall, it is adjacent
Interfixed between vertical ALC plates by tongue and groove and connector；
E. girt is installed in the top surface of vertically arranged ALC plates, connected between each girt by connection sheet；
F. the ALC plates laterally set as roof, adjacent transverse ALC plates are covered on the vertical ALC plates for be provided with girt
Between interfixed by tongue and groove and connector；
G. facing finishing is carried out to the wall that splicing is completed, and electric equipment and cable is installed；
H. water-proofing treatment is carried out to the roof of horizontal ALC plates splicing, and adds architectural surface；
Step G can be after step H, or step G and step H are carried out simultaneously.
Further, two sides of the ALC plates are respectively equipped with groove and tenon, and to realize, tongue and groove connects between adjacent ALC plates
Connect；The side of the ALC plates is further opened with connecting hole, and connector is provided with the connecting hole, and the connector includes mutually interlocking
The female connector and sub- connecting member fastened, and female, sub- connecting member is divided into two offsides of ALC plates.
Further, the female connector can be to twist the loop bar formed admittedly by bolt and screw mandrel, and the sub- connecting member can be
Screw rod.
Further, the step C can be：
Building frame is made according to the light steel of scheme choice, ALC plates are vertically inserted in crab-bolt and sentenced and are consolidated with concrete foundation
It is fixed, and to ALC plates are connected with building frame by way of wearing bolt screw rod.
Technical scheme is being employed, the characteristic of assembled architecture can drawn close to concrete construction characteristic,
Exist with the structure type of shear wall, ALC plates carry out multiple carve after trial-production is made in factory and transport construction site again
Assembled, greatly reduce engineering time and manpower mapping cost.Meanwhile building overall structure of the invention is firm, tool
There is the advantages of heat-insulated, insulation, sound insulation, fire prevention, and facilitate secondary decoration, and the concrete wall in traditional concept does not have any difference
It is different.
Brief description of the drawings
Fig. 1 is the step A-C structural representations of the embodiment of the present invention one.
Fig. 2 is the step A-C structure decomposition figures of the embodiment of the present invention one.
Fig. 3 is a portions enlarged drawing in Fig. 1 of the present invention.
Fig. 4 is b portions enlarged drawing in Fig. 1 of the present invention.
Fig. 5 is the step E structural representations of the embodiment of the present invention one.
Fig. 6 is c portions enlarged drawing in Fig. 5 of the present invention.
Fig. 7 is the step F structural representations of the embodiment of the present invention one.
Fig. 8 is the step G structural representations of the embodiment of the present invention one.
Fig. 9 is the step H structure schematic diagram of the embodiment of the present invention one.
Figure 10 is the building completion structural representation of the embodiment of the present invention one.
Figure 11 is the structural representation of the embodiment of the present invention two.
Figure 12 is the structural representation of the embodiment of the present invention three.
Figure 13 is the structural representation of loop bar of the present invention.
Figure 14 is the adjacent ALC board connecting structures schematic diagram of the present invention.
Wherein, concrete foundation 1, ALC wallboards 2, waterproof roll 3, pipeline hole 4, crab-bolt 5, loop bar 6, girt 7, connection
Piece 8, ALC roof boardings 9, architectural surface 10, electric equipment 11, cable 12, reinforced mesh 13, steam pressurization concrete 14, nut
16, anchoring adhesive 18, screw mandrel 19, screw rod 21.
Embodiment
Below in conjunction with accompanying drawing to a kind of an assembled individual layer ALC wood connecting building and its construction method and ALC plates of the invention
Preparation method is further elaborated.
As Figure 1-10 shows：
A kind of embodiment one, construction method of assembled individual layer ALC wood connecting buildings, comprises the following steps：
A. according to arrangement and method for construction casting concrete basis 1, asphalt water-proof coiled material 3 is filled out on the upper berth of concrete foundation 1.
B. wall body area is determined according to arrangement and method for construction, and crab-bolt 5 is added in the region.
C. ALC wallboards 2 are vertically inserted in crab-bolt 5 and sentenced and fixed with concrete foundation, using bolt connection, then carry out hole
The filler backfill of mouth；.
D. repeat step C with successively by polylith ALC wallboards 2 be interconnected and fixed in concrete foundation 1 with is formed build
Wall, interfixed by tongue and groove and loop bar 6 between adjacent vertical ALC wallboards 2.
E. after ALC wallboards 2 install, girt 7 is installed in the top surface of vertically arranged ALC wallboards 2, i.e., in wall
The circle girt 7 of top installation one is reinforced to the overall performance of wall；Used in the rotation angle position and connecting portion of girt 7
Connection sheet 8 connects, while also functions to the effect of connection roof boarding and wall.Wherein, bolt and pre-buried can be used in girt 7
Loop bar 6 is attached, and loop bar 6 is embedded with inside ALC wallboards 2, and nut 16 is screwed into loop bar 6, to girt 7 and ALC wallboards 2
Carry out clamping.
F. the ALC roof boardings 9 laterally set as roof are covered on the vertical ALC wallboards 2 for be provided with girt 7,
Drawknot is carried out by loop bar 6 between adjacent transverse ALC roof boardings 9, carried out between ALC roof boardings 9 and ALC wallboards 2 also by loop bar 6
Drawknot.
G. facing finishing is carried out to the wall that splicing is completed, line box mouth and pipeline hole in the inside advance reservation of ALC wallboards 2
4, after all ALC wallboards 2 all install, facing finishing is carried out, and electric equipment and cable 12 are installed, such as it is inserted in socket and opens
The electric equipments 11 such as pass.
H. constructed for roof completion status, carry out water-proofing treatment on the roof that ALC roof boardings 9 splice, and add decorative cover
Layer 10.
Step G can be after step H, or step G and step H are carried out simultaneously.
After the completion of construction, as shown in Figure 10, main building main body is that steam pressurizes coagulation local soil type into building master by ALC
Accessory Members interface, door and window water power pipe hole, electric equipment notch and gutter etc. have been reserved on body, can have been hung on wallboard
The physical apparatus of high weight.
Wherein, the enlarged drawing that Fig. 3 is connected between cast-in fixing bolt 5 and ALC wallboards 2；Fig. 4 uses screw rod between ALC wallboards 2
The centre section enlarged drawing of 21 connections；Fig. 6 is the attachment structure of girt 7 and ALC wallboards 2.
Embodiment two, as shown in figure 11, a kind of ALC board manufacturing methods of assembled individual layer ALC wood connecting buildings, including with
Lower step：
When factory pours ALC wallboards 2 and ALC roof boardings 9, reinforced mesh 13, loop bar 6, screw rod 21 are embedded into the system of ALC plates
Make in mould；
ALC i.e. steam pressurization concrete 14 is poured into toward mould, to form piece bulk；
Cased with steam pressurization maintenance after ALC plates reach construction intensity requirement, after being isolated with cushion and transport construction area to.Its
He is identical with embodiment one.
Embodiment three, as shown in figure 12, a kind of ALC board manufacturing methods of assembled individual layer ALC wood connecting buildings, including with
Lower step：
When factory pours ALC wallboards 2 and ALC roof boardings 9, reinforced mesh 13 is embedded into the making mould of ALC plates；
ALC i.e. steam pressurization concrete 14 is poured into toward mould, to form piece bulk；
With steam pressurization maintenance until ALC plates reach construction intensity requirement；
Eleven punch 11 is entered to ALC plates with drilling machine；
Anchoring adhesive 18 is poured into hole and inserts loop bar 6 or screw rod, after intensity to be bonded reaches construction requirement, is isolated with cushion
Vanning transports construction area to afterwards.Other are identical with embodiment one.
As shown in figure 13, loop bar 6 is that welding contact point obtains after twisting solid suitable distance by screw mandrel 19 and screw rod 21.
As shown in figure 14, in construction area, between adjacent ALC wallboards 2 after the alignment of hole, screw rod 21 is inserted into ALC
In wallboard 2, carried out with the nut on adjacent screws 21 stubborn solid nested.
Example IV, the position of roofing can not be supported in shear wall, corresponding light steel body system can be selected and make framework, will
Roof boarding is propped up, and light steel body system with steam pressurization concrete connect to wearing crab-bolt screw rod.This mode to detailing requiments more
Add complexity, but the free degree in space is higher.Other are identical with embodiment one.
Above-described embodiment is one kind of numerous embodiments, does not represent all technical schemes of the present invention.Such as by room
The form on top is changed into flat roof, and one layer of construction style is changed into tier building, and light steel body system is changed to heavy I-steel, by steam plus
Pressure concrete erects the form that bulk form is changed into whole piece wall, the shape for being attached steam pressurization concrete with screw rod and bolt
Formula etc. is in the protection domain of this patent.
The present invention carries out disclosure with reference to embodiment, but those skilled in the art are not being departed from disclosure of the invention
Hold, under the interest field of embodiment, the protection model of the present invention is still fallen within to the change on the various forms and details of the present invention
Enclose.
Claims (10)
- A kind of 1. assembled individual layer ALC wood connecting buildings, by concrete foundation and the wall and room that are fixed in concrete foundation Top composition, it is characterised in that the wall is spliced by the vertically arranged ALC plates of polylith, and the roof is laterally set by polylith ALC plates be spliced, wall is connected with roof by multigroup girt, is mutually fixed by connection sheet between adjacent girt； The ALC plates are prefabricated board formed by reinforced mesh outer cladding ALC.
- A kind of 2. assembled individual layer ALC wood connecting buildings according to claim 1, it is characterised in that the two of the ALC plates Side is respectively equipped with groove and tenon, and to realize, tongue and groove connects between adjacent ALC plates；The side of the ALC plates is further opened with connecting Hole, the connecting hole is interior to be provided with connector, and the connector includes the female connector and sub- connecting member that can be mutually locked, and Female, sub- connecting member is divided into two offsides of ALC plates.
- 3. a kind of assembled individual layer ALC wood connecting buildings according to claim 2, it is characterised in that the female connector can To twist the loop bar formed admittedly by bolt and screw mandrel, the sub- connecting member can be screw rod.
- A kind of 4. assembled individual layer ALC wood connecting buildings according to claim 1, it is characterised in that the bottom of the girt Face fits in the top surface of vertically arranged ALC plates, and the top surface of girt fits in the bottom surface of the ALC plates laterally set；The wood The connection sheet of collar tie beam is included to the yi word pattern connection sheet connected in the same direction and the L-type connection sheet to interconnection.
- A kind of 5. ALC board manufacturing methods of assembled individual layer ALC wood connecting buildings, for making any one of claim 1-4 Described in ALC plates, it is characterised in that comprise the following steps：In the making mould that reinforced mesh, loop bar, screw pre-buried are entered to ALC plates；ALC is poured into toward mould, to form piece bulk；With steam pressurization maintenance until ALC plates reach construction intensity requirement and complete the making of ALC plates.
- A kind of 6. ALC board manufacturing methods of assembled individual layer ALC wood connecting buildings, for making any one of claim 1-4 Described in ALC plates, it is characterised in that comprise the following steps：Reinforced mesh is embedded into the making mould of ALC plates；ALC is poured into toward mould, to form piece bulk；With steam pressurization maintenance until ALC plates reach construction intensity requirement；Eleven punch 11 is entered to ALC plates with drilling machine；Anchoring adhesive is poured into hole and inserts loop bar or screw rod, intensity to be bonded reaches construction requirement and completes the making of ALC plates.
- 7. a kind of construction method of assembled individual layer ALC wood connecting buildings, it is characterised in that comprise the following steps：A. according to arrangement and method for construction casting concrete basis, asphalt water-proof coiled material is filled out on concrete foundation upper berth；B. wall body area is determined according to arrangement and method for construction, and crab-bolt is added in the region；C. ALC plates are vertically inserted in crab-bolt and sentenced and fixed with concrete foundation；D. repeat step C with successively by polylith ALC plates be interconnected and fixed in concrete foundation to form construction wall, it is adjacent Interfixed between vertical ALC plates by tongue and groove and connector；E. girt is installed in the top surface of vertically arranged ALC plates, connected between each girt by connection sheet；F. the ALC plates laterally set as roof, adjacent transverse ALC plates are covered on the vertical ALC plates for be provided with girt Between interfixed by tongue and groove and connector；G. facing finishing is carried out to the wall that splicing is completed, and electric equipment and cable is installed；H. water-proofing treatment is carried out to the roof of horizontal ALC plates splicing, and adds architectural surface；Step G can be after step H, or step G and step H are carried out simultaneously.
- 8. the construction method of a kind of assembled individual layer ALC wood connecting buildings according to claim 7, it is characterised in that described Two sides of ALC plates are respectively equipped with groove and tenon, and to realize, tongue and groove connects between adjacent ALC plates；Also open the side of the ALC plates Provided with connecting hole, connector is provided with the connecting hole, the connector includes the female connector that can be mutually locked and son even Fitting, and female, sub- connecting member is divided into two offsides of ALC plates.
- 9. the construction method of a kind of assembled individual layer ALC wood connecting buildings according to claim 8, it is characterised in that described Female connector can be to twist the loop bar formed admittedly by bolt and screw mandrel, and the sub- connecting member can be screw rod.
- A kind of 10. construction method of assembled individual layer ALC wood connecting buildings according to claim 7, it is characterised in that institute Stating step C can be：Building frame is made according to the light steel of scheme choice, ALC plates are vertically inserted in crab-bolt and sentenced and are consolidated with concrete foundation It is fixed, and to ALC plates are connected with building frame by way of wearing bolt screw rod.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201710247083.8A CN107419801B (en) | 2017-04-17 | 2017-04-17 | A kind of assembled single layer ALC wood connecting building and its construction method and ALC board manufacturing method |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201710247083.8A CN107419801B (en) | 2017-04-17 | 2017-04-17 | A kind of assembled single layer ALC wood connecting building and its construction method and ALC board manufacturing method |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN107419801A true CN107419801A (en) | 2017-12-01 |
| CN107419801B CN107419801B (en) | 2019-11-12 |
Family
ID=60424130
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
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| CN201710247083.8A Expired - Fee Related CN107419801B (en) | 2017-04-17 | 2017-04-17 | A kind of assembled single layer ALC wood connecting building and its construction method and ALC board manufacturing method |
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Cited By (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108086526A (en) * | 2018-02-01 | 2018-05-29 | 浙江农林大学暨阳学院 | A kind of light steel ecological wall of low/multilayer assembled |
| CN108797835A (en) * | 2017-04-27 | 2018-11-13 | 裕在有限公司 | Method for connecting wall body of wooden building to foundation |
| CN109898738A (en) * | 2019-04-12 | 2019-06-18 | 中国建筑设计研究院有限公司 | A kind of assembled architecture |
| CN111456287A (en) * | 2020-03-23 | 2020-07-28 | 湖南省第五工程有限公司 | Reinforcing device and method for constructing concrete wall and concrete wall |
| CN112160442A (en) * | 2020-09-15 | 2021-01-01 | 中国一冶集团有限公司 | ALC wallboard and construction process thereof |
| CN112177167A (en) * | 2020-10-09 | 2021-01-05 | 江苏跃界装配式建筑科技有限公司 | Assembling and connecting method of ALC (autoclaved lightweight concrete) wallboard and wood structure main body |
| CN116575568A (en) * | 2023-04-10 | 2023-08-11 | 上海隆振节能科技股份有限公司 | ALC wallboard for enhancing connection strength of adjacent template units |
Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| GB2456574A (en) * | 2008-01-21 | 2009-07-22 | Liam Campion | A house constructed from reinforced concrete |
| CN103015565A (en) * | 2012-09-09 | 2013-04-03 | 黑龙江宇辉新型建筑材料有限公司 | Prefabricated and assembled type integrated reinforced concrete load bearing wall and building construction method |
| CN105464214A (en) * | 2014-09-01 | 2016-04-06 | 福建郦巢建筑科技有限公司 | Steel concrete integrated building and construction method thereof |
| CN105696744A (en) * | 2016-03-31 | 2016-06-22 | 山东易通建材有限公司 | Integral autoclaved aerated concrete wallboard and production process thereof |
| CN106481098A (en) * | 2016-11-18 | 2017-03-08 | 成都市工业设备安装公司 | A kind of novel movable room |
| CN206090817U (en) * | 2016-08-31 | 2017-04-12 | 朝阳九华集成建筑科技有限公司 | Steel construction assemblyization house |
-
2017
- 2017-04-17 CN CN201710247083.8A patent/CN107419801B/en not_active Expired - Fee Related
Patent Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| GB2456574A (en) * | 2008-01-21 | 2009-07-22 | Liam Campion | A house constructed from reinforced concrete |
| CN103015565A (en) * | 2012-09-09 | 2013-04-03 | 黑龙江宇辉新型建筑材料有限公司 | Prefabricated and assembled type integrated reinforced concrete load bearing wall and building construction method |
| CN105464214A (en) * | 2014-09-01 | 2016-04-06 | 福建郦巢建筑科技有限公司 | Steel concrete integrated building and construction method thereof |
| CN105696744A (en) * | 2016-03-31 | 2016-06-22 | 山东易通建材有限公司 | Integral autoclaved aerated concrete wallboard and production process thereof |
| CN206090817U (en) * | 2016-08-31 | 2017-04-12 | 朝阳九华集成建筑科技有限公司 | Steel construction assemblyization house |
| CN106481098A (en) * | 2016-11-18 | 2017-03-08 | 成都市工业设备安装公司 | A kind of novel movable room |
Cited By (9)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108797835A (en) * | 2017-04-27 | 2018-11-13 | 裕在有限公司 | Method for connecting wall body of wooden building to foundation |
| CN108086526A (en) * | 2018-02-01 | 2018-05-29 | 浙江农林大学暨阳学院 | A kind of light steel ecological wall of low/multilayer assembled |
| CN109898738A (en) * | 2019-04-12 | 2019-06-18 | 中国建筑设计研究院有限公司 | A kind of assembled architecture |
| CN109898738B (en) * | 2019-04-12 | 2024-02-02 | 中国建筑设计研究院有限公司 | Assembled building |
| CN111456287A (en) * | 2020-03-23 | 2020-07-28 | 湖南省第五工程有限公司 | Reinforcing device and method for constructing concrete wall and concrete wall |
| CN112160442A (en) * | 2020-09-15 | 2021-01-01 | 中国一冶集团有限公司 | ALC wallboard and construction process thereof |
| CN112177167A (en) * | 2020-10-09 | 2021-01-05 | 江苏跃界装配式建筑科技有限公司 | Assembling and connecting method of ALC (autoclaved lightweight concrete) wallboard and wood structure main body |
| CN116575568A (en) * | 2023-04-10 | 2023-08-11 | 上海隆振节能科技股份有限公司 | ALC wallboard for enhancing connection strength of adjacent template units |
| CN116575568B (en) * | 2023-04-10 | 2024-02-13 | 上海隆振节能科技股份有限公司 | ALC wallboard for enhancing connection strength of adjacent template units |
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