CN106381923A - Multilayer architectural structure adopting prefabricated panel and construction method thereof - Google Patents
Multilayer architectural structure adopting prefabricated panel and construction method thereof Download PDFInfo
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- CN106381923A CN106381923A CN201610964266.7A CN201610964266A CN106381923A CN 106381923 A CN106381923 A CN 106381923A CN 201610964266 A CN201610964266 A CN 201610964266A CN 106381923 A CN106381923 A CN 106381923A
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- Prior art keywords
- wallboard
- floor
- metope
- prefabricated panels
- groove
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Classifications
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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
Abstract
The invention discloses a prefabricated panel used for a multilayer architectural structure, a multilayer architectural wallboard adopting the prefabricated panel, a multilayer architectural floor adopting the prefabricated panel, the multilayer architectural structure adopting the prefabricated panel and a construction method for the multilayer architectural structure adopting the prefabricated panel. On the basis of the prefabricated panel for industrial production, the material can be used for manufacturing the wallboard and the floor; and meanwhile, a new architectural structure is adopted and the wallboard is connected with the floor in a manner of matching of a bracket and a blocking slot, so that the construction cost of the multilayer building is lowered under the condition of guaranteeing the building strength and controlling the cost; the problems of a large amount of site construction, higher construction cost and slow construction progress caused by adopting the brick-concrete structure can be solved; the prefabricated panel has the advantages of stable structure, low processing difficulty, low production cost and benefit in industrial production; the modularized structure is adopted, so that the construction cost is low; the structure is stable and the horizontal shearing resistance is excellent.
Description
Technical field
The present invention relates to a kind of building structure is and in particular to a kind of multi-layer construction structure of employing prefabricated panels.
Background technology
China《Civil buildings design general rule》, GB 50,352 2005, residential housing is divided into according to the number of plies：One layer to three
Layer is low-rise dwelling, and four layers to six layers is multi-storey building, and seven layers to nine layers is semi-high-rise housing, and ten layers and more than ten layers is high level
House.It is monolayer and tier building that civil buildings in addition to residential housing are highly not more than 24m person, is high level more than 24m person
Building；The civil buildings that building height is more than 100m are high-rise building.But people are generally by more than 2 layers of building broadly
It is summarised as tier building.The integral rigidity of the superstructure of tier building and anti-seismic performance are most important, and be adapted therewith
Foundation selection becomes impact structure safety and the key factor of building economy.By a large amount of engineering practices, find that some buildings exist
Incompatible with superstructure on Foundation selection, also not bery coordinate with residing foundation condition, playing ground, basis and top knot
Can not relatively closely coordinate in conformational space coordinative role, collaborative work, with play bigger, more fully act on.Some buildings
Superstructure is ignored, the foundation condition of building yard is also contemplated for inconsiderate, design basis in isolation, completes for use during thing Foundation selection
After some problems occur.
Existing tier building and low-rise building are subject to influence of shear force larger, and adopt brick mix structure, using brick mix structure more
Substantial amounts of site operation need to be carried out, construction cost is higher and construction speed is slow, now be badly in need of a kind of low cost and be easy to construction
Low layer and the building structure of tier building.
Content of the invention
The technical problem to be solved is to ensure building intensity and reducing multilamellar on the premise of controlling cost to build
The construction cost built, it is therefore intended that providing a kind of multi-layer construction structure of employing prefabricated panels, solves need to enter using brick mix structure
The substantial amounts of site operation of row, construction cost is higher and the slow problem of construction speed.
The present invention is achieved through the following technical solutions：
The prefabricated panels that a kind of multi-layer construction structure uses, rectangular outer frame that described prefabricated panels is become by binding reinforcing bars, is arranged on
Ribs that at least one binding reinforcing bars of outer inframe become and be filled between ribs and housing, ribs and ribs it
Packing material composition in gap, carries out concreting shape to rectangular outer frame, ribs and packing material after the completion of filling
Integral.Sheet material is rectangle, is defined by the outer external shape of frame edge of concrete, by outer inframe lay concrete or
The ribs of armored concrete makes that timber intensity is higher, structure is more stable, can meet the demand doing load-carrying members, pass through meanwhile
The density increasing ribs can effectively lift the intensity of prefabricated panels；Packing material can select existing sheet material or block according to demand
Material, no specific demand, low production cost；Meanwhile, implant and housing, ribs is made to form entirety, structure using one-piece casting
More stable；Further, this sheet material can be directly produced in factory, and length and width are all customizable, after can producing in the factory directly
Monoblock transports the place needing.
Ribs in described prefabricated panels is each parallel to the long side of rectangular outer frame or minor face, and described ribs is by rectangle
The inner space of housing is divided at least two little rectangles.Precast panel construction using said structure is the most reasonable, facilitates work
Industry produces, and strengthens timber intensity with minimum consumption, and the little rectangle simultaneously being formed also allows for filling.
A kind of tier building wallboard of employing prefabricated panels, wallboard is the assembly being spliced into metope, and described wallboard is by least
One block of prefabricated panels is constituted, described metope by least 2 blocks of wallboards long while with long while connect to vertically piling up and form, and as cross wall
When, the length on the long side of housing of prefabricated panels is identical with the length of wallboard place metope.Wallboard is typically using long with place metope
Degree identical prefabricated panels constitute, when metope length is long be unfavorable for produce when, polylith prefabricated panels may also be employed and is spliced,
Convenient in factory, wallboard is processed, described metope by least 2 blocks of wallboards long while with long while connect to vertically piling up and form, together
When, because on cross wall, the length of the housing of prefabricated panels is identical with the length of wallboard place metope, only one piece in horizontal direction
Prefabricated panels, Stability Analysis of Structures, it is subject to shearing because tier building is in the horizontal direction more, contribute to strengthening building using this structure
Stability.
The prefabricated panels being connected with floor in described metope is to connect wallboard, has prominent surfaces of wall on connecting wallboard
Bracket.Described bracket is to arrange a structure prominent to floor direction from wallboard in the junction of wallboard and floor, is easy to building
The installation of plate, plays a supportive role to floor.And the wallboard carrying bracket then referred to as connects wallboard, bracket is normally at connection wallboard
Horizontal center line on.
The prefabricated panels being connected with floor in described metope is to connect wallboard, fluted on connecting wallboard.Described groove
It is the response knot arranging in the junction of wallboard and floor in a structure being recessed to metope internal direction from wallboard, with floor
Structure mates, and is easy to the installation of floor, floor is played a supportive role.
A kind of tier building floor of employing prefabricated panels, described floor lays structure by least one piece of connection floor level
Become, connecting floor is to be prefabricated with the draw-in groove mating with described bracket or the prefabricated panels with the projection of described matching grooves.Due to
Floor needs load-bearing, and therefore floor needs to make by the closeer prefabricated panels of the ribs of intensity detection.On preformed material
It is provided with the draw-in groove mating with described bracket or the projection with described matching grooves is easy to the connection with metope.
Described connection floor all has at least one joint face with metope, and described connection floor completes the connection with metope
Afterwards, form floor entirety by the gap connecting between floor is carried out with grouting treatment.Every piece of connection floor is all connected with metope,
Floor construction is stable, and meanwhile, floor is only spliced by connection floor level it is only necessary to be in the milk connecting the gap between floor
Process can form overall floor.
A kind of multi-layer construction structure of employing prefabricated panels, including metope and floor, described metope is at least one block wallboard
In the vertical direction is piled up and is formed, and takes and vertically insert short muscle inside wallboard and be fixed shape between wallboard and wallboard
Become metope；Described floor is made up of at least one piece of connection floor being connected with metope, after the completion of connection floor is connected with metope, fills
Slurry joint filling is that floor is integrally formed；Described metope and floor pass through to connect wallboard and connect floor to connect, described connection wallboard with
Connect between floor connect through bracket and draw-in groove mate or groove with raised mate complete, described bracket and draw-in groove, recessed
Groove is fixed also by insertion reinforcing bar between draw-in groove and bracket and between groove and projection after the completion of being mated with projection,
After the completion of all slit are carried out with grouting to pour formation building overall.Common buildings are all made up of with floor metope, in building
Vertical direction plays separation, goes along with sb. to guard him and be referred to as metope with the structure of the effects such as load-bearing, the function such as metope is also heat-insulated, insulation, sound insulation；
And the commonly referred to as floor in the horizontal direction building being separated, and metope and floor carry out enclosing being the formation of one
Individual basic building；The metope of this programme is piled up by described wallboard in the vertical direction and is formed, and inserts between adjacent two blocks of wallboards
Short muscle is fixed, and described end muscle is the reinforcing bar of cut-out, and the position being only used between two boards is fixed, unlike traditional reinforcing bar
Run through whole plate body, the length of described wallboard should be identical with the metope length that wallboard is located simultaneously, can make using this design
Metope shearing resistance performance is more excellent, and tier building stress is all based on shearing；And floor is then spliced by connection floor,
Connect floor and can be mass as being suitable for vehicle borne size, according to live floor size after factory transports job site
Demand spliced, because floor needs load-bearing, so connecting, fixing post-grouting joint filling is cast for entirety with metope between floor；
And the connection between floor and metope then relies on the cooperation of described bracket and draw-in groove, because bracket and draw-in groove use simply
Bridging method is attached, that is, connect floor and directly ride on bracket, it is more convenient therefore to construct, and contributes to controlling cost and contracting
Casual labourer's phase, after bracket is worked good with draw-in groove, fixed further by the method inserting reinforcing bar, finally all slit are entered
It is overall that row grouting pours formation building.
A kind of construction process of the multi-layer construction structure of employing prefabricated panels, the several steps carrying out including next coming in order：
A, produce described prefabricated panels, complete wallboard, the preparation connecting floor, connecting wallboard；
B, according to determine body of wall part position body of wall is built；Process for constructing is to lay wall on the body of wall part position determining
Plate, piles up wallboard by the vertical direction and connects wallboard, then in wallboard with connect between wallboard, insert between wallboard and wallboard
Short muscle is fixed, last grouting joint filling mode to form metope overall；
C, according to determine flooring part position flooring is installed；Installation method is first to connect floor（4）By draw-in groove with
After the bracket of connection wallboard mates, the fixing mode of insertion reinforcing bar is fixed on metope, or by connection floor projection and connection wall
After the matching grooves of plate, the fixing mode of insertion reinforcing bar is fixed on metope, and finally grouting joint filling is poured and built up flooring；
D, according to building trade Standard Order repeat B, step C；
E, construct vertical wall and cross wall after, with bolts between vertical wall and cross wall, segmentation body of wall pass through bolt or elongated
Deformed bar is attached
F, grouting treatment is carried out to each hole and gap.Generally speaking, the building room that wall building part is constituted is a kind of low layer knot
Structure system, infrastructure system is made up of two kinds of basic building blocks, i.e. in the vertical direction dividing body of wall part and in water
Square dividing upwards flooring part, after the foundation engineering completing to build, be different from general by the way of concrete collar tie beam
Connect, connected by swaging steel plate and be set in connect on wall by channel-section steel or I-steel, this method adopts draw-in groove and cattle
Floor is fixed on metope the mode of lower limb cooperation, is finally inserted reinforcing bar fastening, and grouting joint filling pours integral, using this side
Method is connected on the basis of ensure that Building Structure Strength and substantially reduces the duration, reduces difficulty of construction and construction cost, peace
Dress speed is fast.
The present invention using need with reference to national standard, the requirement to masonry structure is designed.Generally, can press
Built according to standardized design document rather than single design document, standardized design document should specify building
Applicable elements, such as tier building.
The present invention compared with prior art, has such advantages as and beneficial effect：
1st, the prefabricated panels that a kind of multi-layer construction structure of the present invention uses, Stability Analysis of Structures, difficulty of processing is low, low production cost, has
Beneficial to industrialized production；
2nd, the multi-layer construction structure of a kind of employing of present invention prefabricated panels, using modular construction, construction cost is low；
3rd, the multi-layer construction structure of a kind of employing of present invention prefabricated panels, Stability Analysis of Structures, horizontal direction shearing resistance excellent performance.
Brief description
Accompanying drawing described herein is used for providing the embodiment of the present invention is further understood, and constitutes of the application
Point, do not constitute the restriction to the embodiment of the present invention.In the accompanying drawings：
Fig. 1 is building structure schematic diagram of the present invention；
Fig. 2 is precast panel construction schematic diagram of the present invention；
Fig. 3 is panel structure schematic diagram of the present invention；
Fig. 4 is connection wall plate structure schematic diagram of the present invention；
Fig. 5 is connection wall plate structure schematic diagram of the present invention；
Fig. 6 connects floor construction schematic diagram for the present invention；
Fig. 7 connects floor construction schematic diagram for the present invention；
Fig. 8 lays schematic diagram for metope of the present invention；
Fig. 9 lays schematic diagram for floor of the present invention；
Figure 10 is metope of the present invention and floor connection diagram.
Labelling and corresponding parts title in accompanying drawing：
1- wallboard, 3- connects wallboard, 301- bracket, and 4- connects floor, 401- draw-in groove, 5- prefabricated panels, 501- housing, 502-
Ribs, 503- packing material, 6- through hole, 7- reinforcing bar, the short muscle of 8-, 9- jack.
Specific embodiment
For making the object, technical solutions and advantages of the present invention become more apparent, with reference to embodiment and accompanying drawing, to this
Invention is described in further detail, and the exemplary embodiment of the present invention and its explanation are only used for explaining the present invention, do not make
For limitation of the invention.
Embodiment 1
As shown in Fig. 2 the prefabricated panels that a kind of multi-layer construction structure of the present invention uses, this prefabricated panels 5 is 3m*2.4m*0.24m
Rectangular plate, shaped by the housing 501 of the rectangle of binding reinforcing bars, the wide component of 2.4m be easy to entrucking transport, set in outer inframe
It is equipped with 2 ribs 502 parallel to the long side of rectangle and two ribs 502 parallel to rectangle minor face, ribs 502 night
Trip binding reinforcing bars form, and the coffin in housing 501 is divided into 9 pieces of little rectangles, using hollow by described 4 ribs 502
Brick or deadener are filled with to these little rectangles, finally monoblock sheet material is carried out with grouting joint filling and pours as 3m*2.4m*
The entirety of 0.24m thickness 240mm.
Embodiment 2
As shown in Fig. 3, Fig. 5, a kind of tier building wallboard of present invention employing prefabricated panels, this wallboard 1 is using as embodiment 1 institute
State prefabricated panels 5 to make, difference is, the prefabricated panels 5 that this wallboard 1 adopts is the rectangular plate of 5m*2.4m*0.24m, and flat
Row is 4 in ribs 502 quantity of rectangle minor face, totally 15, the little rectangle of formation；Simultaneously using the face of 5m*0.24m as top
Face and bottom surface, using the face of 5m*2.4m as front and back, wherein, in the face of building interior is front, top surface and bottom surface it
Between have a socket hole 9 for interting short muscle 8, jack 9 along metope move towards arrange, one jack 9 is set at interval of 1m, inserts
The deep 30cm in hole 9.
Embodiment 3
As shown in Figure 3, Figure 4, the area of the tier building wallboard of a kind of employing of present invention prefabricated panels, the present embodiment and embodiment 2
It is not, wallboard 1 described in the present embodiment is the connection wallboard 3 being connected with floor for metope, connect the area of wallboard 3 and wallboard 1
It is not, the front of wallboard 1 is provided with row's bracket 301, bracket 301 is that the rectangle of the 90cm*40cm*40cm pouring out mixes
Solidifying earth pillar, along wallboard 1 front horizontal center line arrangement, the rib of 90cm length is each parallel to wallboard 1 bottom surface, and one of 90cm*
The face of 40cm is overlapping with wallboard 1 front, and the gap between two neighboring bracket 301 is 30cm, and bracket 301 also has vertical side
It is used for upwards interting the through hole 6 of reinforcing bar 7.
Embodiment 4
As shown in Fig. 3, Fig. 5, a kind of tier building wallboard of present invention employing prefabricated panels, the area of the present embodiment and embodiment 2
It is not, wallboard 1 described in the present embodiment is the connection wallboard 3 being connected with floor for metope, connect the area of wallboard 3 and wallboard 1
It is not, the front of wallboard 1 is provided with row's groove 302, and groove 302 is the 5m*40cm*12cm to metope inner recess
Rectangular concrete column, along wallboard 1 front horizontal center line arrangement, the side of 5m length is each parallel to wallboard 1 bottom surface and one of
The face of 40cm*12cm is overlapping with wallboard 1 front.
Embodiment 5
As shown in fig. 6, a kind of tier building floor of present invention employing prefabricated panels, this floor is constituted by connecting floor 4, connects
Floor 4 is made using prefabricated panels 5 as described in Example 1, and difference is, the prefabricated panels 5 connecting 4 pieces of employings of floor is
The rectangular plate of 2.4m*2.4m*0.4m, and it is 3 parallel to ribs 502 quantity of every, rectangle, the little rectangle of formation
Totally 16, using the face of 2.4m*2.4m as top surface and bottom surface, other faces are side, and side has and bracket little described in embodiment 3
The 301 row's draw-in grooves 401 matching, draw-in groove 401 on the rib that bottom surface is intersected with side, draw-in groove 401 is distributed as in rib
One complete draw-in groove 401 of middle part setting, is respectively provided with half long draw-in groove 401 at the two ends of rib, when two pieces of connection floors splice
When, two and half adjacent long draw-in grooves 401 form a complete draw-in groove 401, and draw-in groove 401 is rectangular column, and specification is 90cm*
40cm*24cm, along the long 90cm in direction of rib, the depth of vertical direction is 24cm, and draw-in groove 401 has with being connected between floor 4
The through hole 6 mating with little bracket 301.
Embodiment 6
As shown in fig. 7, the difference of a kind of tier building floor of present invention employing prefabricated panels, the present embodiment and embodiment 5 exists
In, connect floor 4 side described in the present embodiment and have the row's projection 402 matching with groove 302 described in embodiment 4, raised
402 is the rectangle concrete columns of 5m*40cm*12cm, the depth of vertical direction is 12cm, and raised 402 have and groove 302
The through hole 6 joined.
Embodiment 7
As shown in Fig. 1, Fig. 8, a kind of multi-layer construction structure of present invention employing prefabricated panels, the present embodiment is wall in building structure
Plate 1 be connected with wallboard 1 formed metope structure, described wallboard 1 be embodiment 3, embodiment 4 described in wallboard 1 be connected wallboard
3, described metope connects wallboard 3 by 2 blocks of wallboards 1 and 1 piece and constitutes, and wallboard 1 forms with being connected wallboard 3 and vertically piling up, suitable
Sequence is that wallboard 1- short muscle 8- connects wallboard 3- short muscle 7- wallboard 1, and the jack 9 of wallboard 1 inserts short muscle 8, and short muscle 8 insertion connects wallboard
In 3 jack, vertically fix wallboard 1 and be connected wallboard 3, after the completion of piling up, carry out joint filling formation one monoblock of being in the milk
Metope.
Embodiment 8
As shown in Fig. 1, Fig. 9, a kind of multi-layer construction structure of present invention employing prefabricated panels, the present embodiment is to connect in building structure
Connect the structure that floor 4 is combined as floor, described connection floor 4 is the connection floor 4 described in embodiment 5, embodiment 6, described building
Plate is made up of 6 pieces of connection floors 4, by 2*3 arrangement, connects floor 4 respectively after draw-in groove 401 or raised 402 are connected with metope
Insertion reinforcing bar 7 is fixed, and finally carries out the joint filling formation one monoblock floor that is in the milk.
Embodiment 9
As shown in Figure 1, Figure 10 shows, the multi-layer construction structure of a kind of employing of present invention prefabricated panels, the present embodiment is in building structure
The structure that floor is connected with metope, the connection of floor and metope rely primarily on connection wallboard 3 described in embodiment 3, embodiment 5 with
Connect the connection of floor 4, described connection wallboard 3 connects through mating of bracket 301 and draw-in groove 401 with being connected between floor 4
Complete, connection floor 4 is ridden over by draw-in groove 401 and completes on bracket 301 and the connection being connected floor 3, connect on floor 4 meanwhile
Complete to mate with the through hole 6 matching on bracket 302, squeeze into reinforcing bar 7 in these through holes 6 and be fixed, after the completion of to all
Slit carries out being in the milk and pours the connection forming metope and floor, and the method for attachment due to adopting is simple, about can be reduced according to measuring and calculating
50% construction cost.
Embodiment 10
As shown in Figure 1, Figure 10 shows, the multi-layer construction structure of a kind of employing of present invention prefabricated panels, the present embodiment is in building structure
The structure that floor is connected with metope, the connection of floor and metope rely primarily on connection wallboard 3 described in embodiment 4, embodiment 6 with
Connect the connection of floor 4, described connection wallboard 3 connects through groove 302 and projection 402 mate with being connected between floor 4
Complete, connect floor 4 and pass through to complete and the connection being connected floor 3 on raised 402 insertion grooves 302, meanwhile, connect raised 402
The through hole 6 matching on the upper groove 302 with mistake completes to mate, and squeezes into reinforcing bar 7 and be fixed in these through holes 6, after the completion of right
All slit carry out being in the milk and pour the connection forming metope and floor, and the method for attachment due to adopting is simple, about may be used according to measuring and calculating
Reduce by 50% construction cost.
Embodiment 11
The multi-layer construction structure of the present invention a kind of employing prefabricated panels as shown in Figure 1, is made up of cross wall, vertical wall and floor, institute
State cross wall using the metope structure described in embodiment 7, described vertical wall is separated by cross wall, every section strong all using described in embodiment 7
Metope structure, adopts existing bolt connection between cross wall and vertical wall, segmentation body of wall is entered by bolt or elongated deformed bar
Row connects；Floor is built using the scheme of embodiment 8 and is formed；Metope adopts embodiment 9, embodiment 10 with the coupling part of floor
Described connection scheme, when the connection floor 4 in floor is with metope at least 2 contact surfaces, using the company described in embodiment 9
Connect scheme, when the connection floor 4 in floor only has 1 contact surface with metope, using the connection scheme described in embodiment 10.
Above-described specific embodiment, has been carried out to the purpose of the present invention, technical scheme and beneficial effect further
Describe in detail, be should be understood that the specific embodiment that the foregoing is only the present invention, be not intended to limit the present invention
Protection domain, all any modification, equivalent substitution and improvement within the spirit and principles in the present invention, done etc., all should comprise
Within protection scope of the present invention.
Claims (9)
1. a kind of multi-layer construction structure uses prefabricated panels is it is characterised in that described prefabricated panels（5）Become by binding reinforcing bars
Rectangular outer frame（501）, be arranged on outer inframe at least one binding reinforcing bars become ribs（502）And it is filled in ribs
（502）With housing（501）Between, ribs（501）With ribs（501）Gap in packing material（503）Composition, filling
After the completion of to rectangular outer frame（501）, ribs（502）And packing material（503）Carry out concreting and form entirety.
2. a kind of multi-layer construction structure according to claim 1 uses prefabricated panels is it is characterised in that described precoated plate
Material（5）In ribs（502）Each parallel to rectangular outer frame（501）Long side or minor face, and described ribs（502）By rectangle
Housing（501）Inner space be divided at least two little rectangles.
3. a kind of tier building wallboard of employing prefabricated panels, wallboard（1）For being spliced into the assembly of metope it is characterised in that institute
State wallboard（1）By at least one block of prefabricated panels（5）Constitute, described metope is by least 2 blocks of wallboards（5）Long while with long while connect vertically
Pile up and form, and during as cross wall, prefabricated panels（5）Housing（501）The length on long side and wallboard（1）The length of place metope
Identical.
4. a kind of tier building wallboard of employing prefabricated panels according to claim 3 is it is characterised in that in described metope
The prefabricated panels being connected with floor（5）For connecting wallboard（3）, connecting wallboard（3）On have the bracket of prominent surfaces of wall
（301）.
5. a kind of tier building wallboard of employing prefabricated panels according to claim 3 is it is characterised in that in described metope
The prefabricated panels being connected with floor（5）For connecting wallboard（3）, connecting wallboard（3）Upper fluted（302）.
6. a kind of tier building floor of employing prefabricated panels is it is characterised in that described floor connects floor by least one piece of block
（4）Level laying is constituted, and connects floor（4）For being prefabricated with and described bracket（301）The draw-in groove of coupling（401）Or with described groove
（302）The projection of coupling（402）Prefabricated panels（5）.
7. a kind of tier building floor of employing prefabricated panels according to claim 1 is it is characterised in that described connection building
Plate（4）All there are at least one joint face, described connection floor with metope（4）Complete with the connection of metope after, by connection
Floor（4）Between gap carry out grouting treatment to form floor overall.
8. a kind of multi-layer construction structure of employing prefabricated panels, including metope with floor it is characterised in that described metope is at least
One block of wallboard（1）In the vertical direction is piled up and is formed, wallboard（1）With wallboard（1）Between take in wallboard（1）Internal edge vertically side
To the short muscle of insertion（8）It is fixed formation metope；Described floor is by least one piece of connection floor being connected with metope（4）Composition,
Connect floor（4）After the completion of being connected with metope, grouting joint filling is that floor is integrally formed；Described metope and floor pass through to connect wallboard
（3）With connection floor（4）Connect, described connection wallboard（3）Be connected floor（4）Between connect through bracket（301）With card
Groove（401）Coupling or groove（302）With projection（402）Coupling completes, described bracket（301）With draw-in groove（401）, groove
（302）With projection（402）Also by draw-in groove after the completion of coupling（401）With bracket（301）Between and in groove（302）With convex
Rise（402）Between insertion reinforcing bar be fixed, after the completion of all slit are carried out with grouting to pour formation building overall.
9. a kind of construction process of the multi-layer construction structure using prefabricated panels is it is characterised in that include what next coming in order were carried out
Several steps：
A, produce described wallboard（1）, connect wallboard（3）And connection floor（4）Preparation；
B, according to determine body of wall part position body of wall is built；Process for constructing is to lay wall on the body of wall part position determining
Plate（1）, wallboard is piled up by the vertical direction（1）With connection wallboard（3）, then in wallboard（1）With connection wallboard（3）Between,
Wallboard（1）With wallboard（1）Between insert short muscle（8）Be fixed, last grouting joint filling mode to form metope overall；
C, according to determine flooring part position flooring is installed；Installation method is first to connect floor（4）By draw-in groove
（401）Be connected wallboard（3）Bracket（301）Reinforcing bar is inserted after coupling（7）Fixing mode is fixed on metope, or by even
Connect floor（4）Raised（402）Be connected wallboard（3）Groove（301）Reinforcing bar is inserted after coupling（7）Fixing mode is fixed on wall
On face, finally grouting joint filling is poured and is built up flooring；
D, according to building trade Standard Order repeat B, step C；
E, construct vertical wall and cross wall after, with bolts between vertical wall and cross wall, segmentation body of wall pass through bolt or elongated
Deformed bar（7）It is attached；
F, grouting treatment is carried out to each hole and gap.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610964266.7A CN106381923A (en) | 2016-11-04 | 2016-11-04 | Multilayer architectural structure adopting prefabricated panel and construction method thereof |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610964266.7A CN106381923A (en) | 2016-11-04 | 2016-11-04 | Multilayer architectural structure adopting prefabricated panel and construction method thereof |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN106381923A true CN106381923A (en) | 2017-02-08 |
Family
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Cited By (10)
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| CN106836632A (en) * | 2017-03-31 | 2017-06-13 | 中民筑友科技投资有限公司 | A kind of attachment structure of multilayer wallboard and beam, floor and prefabricated panel |
| CN106836469A (en) * | 2017-03-23 | 2017-06-13 | 黄河科技学院 | A kind of assembled architecture |
| CN106869539A (en) * | 2017-03-23 | 2017-06-20 | 黄河科技学院 | A kind of assembled factory building |
| CN106894573A (en) * | 2017-03-31 | 2017-06-27 | 中民筑友科技投资有限公司 | A kind of connecting node of multilayer wallboard and wallboard and floor |
| CN107100279A (en) * | 2017-06-26 | 2017-08-29 | 江苏沪宁钢机股份有限公司 | One kind can prefabricated attachment structure for mortar leakage prevention in steel building |
| CN107460952A (en) * | 2017-08-08 | 2017-12-12 | 叶金仁 | Regenerate house |
| CN108978938A (en) * | 2018-07-20 | 2018-12-11 | 山东科技大学 | Precast reinforced concrete shear wall and construction method |
| CN109914816A (en) * | 2019-04-03 | 2019-06-21 | 重庆恩倍克科技有限公司 | A kind of board-like assembling structure for exempting to shake house |
| CN112930425A (en) * | 2018-08-07 | 2021-06-08 | 约翰·克莱门特·普雷斯顿 | Method for erecting multi-layer structure and vertical surface |
| CN113235806A (en) * | 2021-05-13 | 2021-08-10 | 江苏蓝圈新材料股份有限公司 | Reinforced concrete prefabricated part with enhanced plasticity and manufacturing method thereof |
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| CN107460952A (en) * | 2017-08-08 | 2017-12-12 | 叶金仁 | Regenerate house |
| CN108978938A (en) * | 2018-07-20 | 2018-12-11 | 山东科技大学 | Precast reinforced concrete shear wall and construction method |
| CN112930425A (en) * | 2018-08-07 | 2021-06-08 | 约翰·克莱门特·普雷斯顿 | Method for erecting multi-layer structure and vertical surface |
| CN109914816A (en) * | 2019-04-03 | 2019-06-21 | 重庆恩倍克科技有限公司 | A kind of board-like assembling structure for exempting to shake house |
| CN113235806A (en) * | 2021-05-13 | 2021-08-10 | 江苏蓝圈新材料股份有限公司 | Reinforced concrete prefabricated part with enhanced plasticity and manufacturing method thereof |
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Application publication date: 20170208 |