CN109267659A - A kind of construction method that precast concrete quickly connects and assembled architecture - Google Patents
A kind of construction method that precast concrete quickly connects and assembled architecture Download PDFInfo
- Publication number
- CN109267659A CN109267659A CN201811321018.6A CN201811321018A CN109267659A CN 109267659 A CN109267659 A CN 109267659A CN 201811321018 A CN201811321018 A CN 201811321018A CN 109267659 A CN109267659 A CN 109267659A
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- Prior art keywords
- fixing sleeve
- case assembly
- anchor block
- sleeve case
- precast concrete
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- 239000011178 precast concrete Substances 0.000 title claims abstract description 126
- 238000010276 construction Methods 0.000 title claims abstract description 74
- 239000004567 concrete Substances 0.000 claims abstract description 123
- 238000009434 installation Methods 0.000 claims abstract description 34
- 238000011017 operating method Methods 0.000 claims abstract description 13
- 230000002787 reinforcement Effects 0.000 claims description 44
- 229910000831 Steel Inorganic materials 0.000 claims description 39
- 239000010959 steel Substances 0.000 claims description 39
- 230000003014 reinforcing effect Effects 0.000 claims description 12
- 239000010410 layer Substances 0.000 claims description 9
- 239000000835 fiber Substances 0.000 claims description 3
- 239000011241 protective layer Substances 0.000 claims description 3
- 239000007787 solid Substances 0.000 claims description 3
- 239000002689 soil Substances 0.000 claims 1
- 238000000034 method Methods 0.000 abstract description 14
- 230000008901 benefit Effects 0.000 abstract description 5
- 238000010586 diagram Methods 0.000 description 9
- 230000000694 effects Effects 0.000 description 6
- 238000000354 decomposition reaction Methods 0.000 description 5
- 238000013461 design Methods 0.000 description 5
- 230000000007 visual effect Effects 0.000 description 4
- 238000011161 development Methods 0.000 description 3
- 238000005516 engineering process Methods 0.000 description 3
- 238000003780 insertion Methods 0.000 description 3
- 230000037431 insertion Effects 0.000 description 3
- 239000011150 reinforced concrete Substances 0.000 description 3
- 239000003292 glue Substances 0.000 description 2
- 238000000465 moulding Methods 0.000 description 2
- 238000004026 adhesive bonding Methods 0.000 description 1
- 238000010923 batch production Methods 0.000 description 1
- 230000015572 biosynthetic process Effects 0.000 description 1
- 239000004566 building material Substances 0.000 description 1
- 238000005266 casting Methods 0.000 description 1
- 230000007812 deficiency Effects 0.000 description 1
- 238000009415 formwork Methods 0.000 description 1
- 238000012423 maintenance Methods 0.000 description 1
- 230000036244 malformation Effects 0.000 description 1
- 239000000463 material Substances 0.000 description 1
- 230000013011 mating Effects 0.000 description 1
- 239000000203 mixture Substances 0.000 description 1
- 210000003205 muscle Anatomy 0.000 description 1
- 238000012797 qualification Methods 0.000 description 1
- 230000007115 recruitment Effects 0.000 description 1
- 230000001932 seasonal effect Effects 0.000 description 1
- 238000007493 shaping process Methods 0.000 description 1
- 238000010561 standard procedure Methods 0.000 description 1
Classifications
-
- 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
- E04B1/38—Connections for building structures in general
- E04B1/61—Connections for building structures in general of slab-shaped building elements with each other
-
- 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
- E04B1/38—Connections for building structures in general
- E04B1/41—Connecting devices specially adapted for embedding in concrete or masonry
- E04B1/4114—Elements with sockets
-
- 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
- E04B1/38—Connections for building structures in general
- E04B1/41—Connecting devices specially adapted for embedding in concrete or masonry
- E04B1/4114—Elements with sockets
- E04B1/4135—Elements with sockets receiving removal bolt heads
-
- 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
- E04B1/38—Connections for building structures in general
- E04B1/61—Connections for building structures in general of slab-shaped building elements with each other
- E04B1/6108—Connections for building structures in general of slab-shaped building elements with each other the frontal surfaces of the slabs connected together
- E04B1/612—Connections for building structures in general of slab-shaped building elements with each other the frontal surfaces of the slabs connected together by means between frontal surfaces
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- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Physics & Mathematics (AREA)
- Electromagnetism (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Joining Of Building Structures In Genera (AREA)
Abstract
The invention discloses a kind of construction method that precast concrete quickly connects and assembled architectures, and wherein method includes following operating procedure: the concrete prefabricated wallboard with fixed anchor block and the concrete prefabricated wallboard embedded with fixing sleeve case assembly are installed；In specific installation, the fixation anchor block side of concrete prefabricated wallboard with fixed anchor block and the fixing sleeve case assembly side of the concrete prefabricated wallboard embedded with fixing sleeve case assembly is close, bolt will be connected across fixing sleeve case assembly and combined together with anchor block connection is fixed, and then realization has the concrete prefabricated wallboard for fixing anchor block and is embedded with being fastenedly connected for the concrete prefabricated wallboard of fixing sleeve case assembly.The construction method and assembled architecture that precast concrete provided by the invention quickly connects have construction efficiency height, speed of application block, structural reliability is strong and globality is strong etc. all various technical advantages.
Description
Technical field
The present invention relates to building materials accessory technical field more particularly to a kind of construction parties that precast concrete quickly connects
Method and assembled architecture.
Background technique
It is well known that assembled architecture is to process the component of the partial component of composition building or whole in factory
At then transporting to construction site prefabricated component component passing through the assembled building shape built up in place of reliable connection type
Formula.
As country increasingly payes attention to the development of assembled architecture, assembled architecture development is become better and better, assembled
Building is developed to fining from extensive style and is developed.In daily assembled architecture work progress, two blocks of precast concretes are assembled
It is still key technology that formula wallboard, which is attached,；In the conventional technology, the main connection between precast concrete assembled wallboard
Mode is wet type connection, but wet type connection has inevitable disadvantage, for example arranges that reinforcing bar is complex, to the skill of worker
Art is horizontal and qualification is more demanding.In addition in wet type connection procedure, concrete curing is influenced by weather and weather
It is bigger, the equal fabricated development of restriction more demanding to construction temperature of shear wall structure middle sleeve grouting material.
In the prior art, also there are some dry connecting devices, but traditional dry connecting device form of construction work
Complexity, traditional construction mode significantly reduces speed of application, under construction efficiency is at a fairly low.Its construction quality and wall simultaneously
Body reliability is poor；To sum up, how to overcome the above-mentioned technological deficiency of traditional assembled architecture is that those skilled in the art are badly in need of solution
Certainly the technical issues of.
Summary of the invention
The purpose of the present invention is to provide a kind of construction method that precast concrete quickly connects and assembled architecture,
To solve the above problems.
In order to achieve the above object, the technical scheme of the present invention is realized as follows:
The present invention provides a kind of construction methods that precast concrete quickly connects, and include the following steps；
Framework of steel reinforcement is combined fixed anchor block to pour together, obtains the concrete prefabricated wallboard with fixed anchor block；
Framework of steel reinforcement joint groove forming module is embedded in together and is poured, the concrete prefabricated wall containing accommodating chamber is obtained
Plate；Fixing sleeve case assembly is installed in accommodating chamber, the concrete prefabricated wallboard embedded with fixing sleeve case assembly is obtained；
Concrete prefabricated wallboard with fixed anchor block and the concrete prefabricated wallboard embedded with fixing sleeve case assembly are carried out
Installation；In specific installation, by the fixation anchor block side of the concrete prefabricated wallboard with fixed anchor block and embedded with fixed box set group
The fixing sleeve case assembly side of the concrete prefabricated wallboard of part is close, will connection bolt pass through fixing sleeve case assembly and with fixed anchor block
Connection combination together, and then realizes that the concrete prefabricated wallboard with fixed anchor block and the concrete embedded with fixing sleeve case assembly are pre-
Wallboard processed is fastenedly connected.
Preferably, as a kind of implementable solution；It is described to pour the fixed anchor block of framework of steel reinforcement joint together, it is had
The concrete prefabricated wallboard of fixed anchor block, specifically includes following operating procedure:
Crossbeam is laid with, and the stirrup set gradually along crossbeam extending direction, guarantees that the extending direction of stirrup is vertical
It is laid with direction in crossbeam, and the junction of crossbeam and more stirrups is bound by reinforcing bar and is connected, framework of steel reinforcement is obtained, by reinforcing bar
Skeleton is installed in place；
The small head end of the fixed anchor block is arranged close to the crossbeam direction of framework of steel reinforcement, by the major part of the fixed anchor block
It holds the crossbeam direction far from framework of steel reinforcement to be arranged, then carries out concreting together, obtain the concrete with fixed anchor block
Prefabricated panel.
Preferably, as a kind of implementable solution；Framework of steel reinforcement joint groove forming module is embedded in together and is poured, is obtained
Concrete prefabricated wallboard containing accommodating chamber, specifically includes following operating procedure:
Crossbeam is laid with, and the stirrup set gradually along crossbeam extending direction, guarantees that the extending direction of stirrup is vertical
It is laid with direction in crossbeam, and the junction of crossbeam and more stirrups is bound by reinforcing bar and is connected, framework of steel reinforcement is obtained, by reinforcing bar
Skeleton is installed in place；
By the crossbeam side of groove forming module installation settings framework of steel reinforcement, concreting is then carried out together；Exist simultaneously
When specifically pouring, need the prominent outer layer for being exposed to precast concrete wall panel of the cuboid block portion of groove forming module, and make
Its surface exposed installation window out, and then obtain the concrete prefabricated wallboard containing accommodating chamber；And the installation window with it is described
The correspondence of accommodating chamber.
Preferably, as a kind of implementable solution；Fixing sleeve case assembly is installed in accommodating chamber, is obtained embedded with fixing sleeve
The concrete prefabricated wallboard of case assembly, specifically includes following operating procedure:
By fixing sleeve box body, installation frame, intermediate bulkhead and the cover board in fixing sleeve case assembly from the internal layer of accommodating chamber
To outer layer successively installation settings, and realize the connection of fixing sleeve case assembly；
Finally surface exposed installation window of the fiber concrete protective layer to precast concrete wall panel is covered, is obtained
To the concrete prefabricated wallboard for being embedded with fixing sleeve case assembly.
Preferably, as a kind of implementable solution；In specific installation, by the concrete prefabricated wallboard with fixed anchor block
Fixation anchor block side with embedded with fixing sleeve case assembly concrete prefabricated wallboard fixing sleeve case assembly side it is close, bolt will be connected
It is combined together across fixing sleeve case assembly and with fixed anchor block connection, specifically includes following operating procedure:
By the fixation anchor block side of the concrete prefabricated wallboard with fixed anchor block and embedded with the concrete of fixing sleeve case assembly
The fixing sleeve case assembly side of prefabricated panel is close,
Bolt will be connected can extend into fixed anchor block after the bolt sleeve of fixing sleeve case assembly, then connects bolt
The other end is then stayed in be formed in fixing sleeve box body and is bonded；
Realize that the fastening between the fixing sleeve case assembly and fixed anchor block, connection bolt three connects by above-mentioned connection type
It connects, and then realizes the tight of concrete prefabricated wallboard with fixed anchor block and the concrete prefabricated wallboard that is embedded with fixing sleeve case assembly
It is solidly connected.
Correspondingly, the present invention also provides a kind of assembled architectures, including "-" type straight section wall；
Wherein, the "-" type straight section wall is embedded with admittedly for a precast concrete wall panel with fixed anchor block with another
Surely the precast concrete wall panel for covering case assembly, which is realized, to be connected and is in "-" type shape；And connection bolt passes through fixing sleeve case assembly simultaneously
It connect, and then realizes prefabricated mixed with the precast concrete wall panel for fixing anchor block and embedded with fixing sleeve case assembly with fixed anchor block
Solidifying cob wall plate is fastenedly connected into "-" type straight section wall.
Preferably, as a kind of implementable solution；The assembled architecture further includes L-type wall；
Wherein, the L-type wall is that the precast concrete wall panel for having fixed anchor block is embedded with fixed box set with another
The precast concrete wall panel of component realizes connection and L-shaped shape；And connection bolt pass through fixing sleeve case assembly and with fixed anchor
Block connection, and then realize with the precast concrete wall panel for fixing anchor block and the precast concrete wall panel for being embedded with fixing sleeve case assembly
Be fastenedly connected l-shaped straight section wall.
Preferably, as a kind of implementable solution；The assembled architecture further includes T-type wall；
Wherein, the T-type wall is that the precast concrete wall panel for having fixed anchor block is embedded with fixing sleeve with other two
The precast concrete wall panel of case assembly realizes connection and T-shaped shape；And the precast concrete wall panel with fixed anchor block is located at
Centre, two precast concrete wall panels embedded with fixing sleeve case assembly are located at two sides；And two pre- embedded with fixing sleeve case assembly
Each connection bolt in concrete panel processed passes through fixing sleeve case assembly and connect with the fixation anchor block in middle position, Jin Ershi
Precast concrete wall panel now with fixed anchor block is embedded with the tight of the precast concrete wall panel of fixing sleeve case assembly with other two
It is connected and is connected into T-type straight section wall；
Preferably, as a kind of implementable solution；The assembled architecture further includes cross wall；
Wherein, the cross wall is that two precast concrete wall panels for having fixed anchor block and one are embedded with fixed box set
The precast concrete wall panel of component and a precast concrete wall panel, which are realized, to be connected and is in ten type shapes；One of them is with solid
The precast concrete wall panel and a precast concrete wall panel embedded with fixing sleeve case assembly for determining anchor block, which are realized, to be connected and in a word
One group of "-" type straight section wall of type shape；Another has the precast concrete wall panel and a precast concrete of fixed anchor block
Wallboard realizes one group of "-" type straight section wall for connecting and be in "-" type shape；And two groups of "-" type straight section walls intersect and are vertically in
Cross-type shape；In the "-" type straight section wall construction containing fixing sleeve case assembly, connection bolt passes through fixing sleeve case assembly simultaneously
It connect, and then realizes prefabricated mixed with the precast concrete wall panel for fixing anchor block and embedded with fixing sleeve case assembly with fixed anchor block
Solidifying cob wall plate is fastenedly connected.
Compared with prior art, this have the advantage that:
The construction method that a kind of precast concrete provided by the invention quickly connects analyzes above-mentioned precast concrete structure
Known to the primary structure for the construction method that part quickly connects: the construction method that above-mentioned precast concrete quickly connects, master
Three big steps are wanted to complete；
Framework of steel reinforcement is combined fixed anchor block to pour together, obtains the concrete prefabricated wallboard with fixed anchor block；
Framework of steel reinforcement joint groove forming module is embedded in together and is poured, the concrete prefabricated wall containing accommodating chamber is obtained
Plate；Fixing sleeve case assembly is installed in accommodating chamber, the concrete prefabricated wallboard embedded with fixing sleeve case assembly is obtained；
Concrete prefabricated wallboard with fixed anchor block and the concrete prefabricated wallboard embedded with fixing sleeve case assembly are carried out
Installation；In specific installation, by the fixation anchor block side of the concrete prefabricated wallboard with fixed anchor block and embedded with fixed box set group
The fixing sleeve case assembly side of the concrete prefabricated wallboard of part is close, will connection bolt pass through fixing sleeve case assembly and with fixed anchor block
Connection combination together, and then realizes that the concrete prefabricated wallboard with fixed anchor block and the concrete embedded with fixing sleeve case assembly are pre-
Wallboard processed is fastenedly connected.
It will be apparent that the above-mentioned design for the construction method that precast concrete provided by the invention quickly connects, proposes
Completely new construction method, while constructing operation method has been innovated, fixed effect is improved, assembled architecture wall knot can be made
Structure quality is stronger；Meanwhile speed of application has been increased considerably, construction efficiency is improved significantly.
Detailed description of the invention
It, below will be to specific in order to illustrate more clearly of the specific embodiment of the invention or technical solution in the prior art
Embodiment or attached drawing needed to be used in the description of the prior art be briefly described, it should be apparent that, it is described below
Attached drawing is some embodiments of the present invention, for those of ordinary skill in the art, before not making the creative labor
It puts, is also possible to obtain other drawings based on these drawings.
Fig. 1 is the main flow signal for the construction method that precast concrete provided in an embodiment of the present invention quickly connects
Figure；
Do not illustrate for two in the construction method that Fig. 2 quickly connects for precast concrete provided in an embodiment of the present invention
The structure chart of the precast concrete wall panel of fixed anchor block and fixing sleeve case assembly；
With fixed anchor block in the construction method that Fig. 3 quickly connects for precast concrete provided in an embodiment of the present invention
Concrete prefabricated wallboard structure chart；
Containing accommodating chamber in the construction method that Fig. 4 quickly connects for precast concrete provided in an embodiment of the present invention
The structure chart of concrete prefabricated wallboard；
Containing accommodating chamber in the construction method that Fig. 5 quickly connects for precast concrete provided in an embodiment of the present invention
The structure chart of concrete prefabricated wallboard；
With fixed anchor block in the construction method that Fig. 6 quickly connects for precast concrete provided in an embodiment of the present invention
Concrete prefabricated wallboard do not illustrate the decomposition texture of framework of steel reinforcement with the concrete prefabricated wallboard embedded with fixing sleeve case assembly
Figure；
With fixed anchor block in the construction method that Fig. 7 quickly connects for precast concrete provided in an embodiment of the present invention
Concrete prefabricated wallboard illustrate the decomposition chart of framework of steel reinforcement with the concrete prefabricated wallboard embedded with fixing sleeve case assembly；
The knot of anchor block is fixed in the construction method that Fig. 8 quickly connects for precast concrete provided in an embodiment of the present invention
Structure schematic diagram；
A visual angle lower groove in the construction method that Fig. 9 quickly connects for precast concrete provided in an embodiment of the present invention
The structural schematic diagram of forming module；
In the construction method that Figure 10 quickly connects for precast concrete provided in an embodiment of the present invention under another visual angle
The structural schematic diagram of groove forming module；
Box set group is fixed in the construction method that Figure 11 quickly connects for precast concrete provided in an embodiment of the present invention
The assembling structure schematic diagram of part；
Figure 12 is the decomposition texture schematic diagram of the fixing sleeve case assembly of Figure 11；
Anchor block is fixed in the construction method that Figure 13 quickly connects for precast concrete provided in an embodiment of the present invention, is consolidated
Surely decomposition texture schematic diagram under a visual angle of case assembly, connection bolt is covered；
Anchor block is fixed in the construction method that Figure 14 quickly connects for precast concrete provided in an embodiment of the present invention, is consolidated
Surely decomposition texture schematic diagram under another visual angle of case assembly, connection bolt is covered；
Figure 15 is that the overall applicability case of assembled architecture provided in an embodiment of the present invention illustrates structure chart；
Figure 16 is the type-A structure chart in assembled architecture provided in an embodiment of the present invention；
Figure 17 is the B type structure figure in assembled architecture provided in an embodiment of the present invention；
Figure 18 is the C type structure figure in assembled architecture provided in an embodiment of the present invention；
Figure 19 is the D type structure figure in assembled architecture provided in an embodiment of the present invention；
Figure 20 is the E type structure figure in assembled architecture provided in an embodiment of the present invention；
Figure 21 is the F type structure figure in assembled architecture provided in an embodiment of the present invention；
Figure 22 is the G type structure figure in assembled architecture provided in an embodiment of the present invention.
Label: 1- framework of steel reinforcement；2- fixes anchor block；3- groove forming module；31- cuboid block portion；32- wedge shape
Block portion；4- accommodating chamber；5- fixing sleeve case assembly；51- fixing sleeve box body；52- installation frame；53- intermediate bulkhead；
54- cover board；6- crossbeam；7- stirrup；100- has the concrete prefabricated wallboard of fixed anchor block；200- contains accommodating chamber
Concrete prefabricated wallboard；300- is embedded with the concrete prefabricated wallboard of fixing sleeve case assembly；400- connection bolt.
Specific embodiment
Technical solution of the present invention is clearly and completely described below in conjunction with attached drawing, it is clear that described implementation
Example is a part of the embodiment of the present invention, instead of all the embodiments.Based on the embodiments of the present invention, ordinary skill
Personnel's every other embodiment obtained without making creative work, shall fall within the protection scope of the present invention.
The present invention is described in further detail below through specific implementation examples and in conjunction with the accompanying drawings.
Referring to Fig. 1, the embodiment of the invention provides a kind of construction methods that precast concrete quickly connects, including such as
Lower step (concrete structure diagram can be found in Fig. 2-Fig. 7):
Step S1, framework of steel reinforcement 1 is combined fixed anchor block 2 (see also Fig. 8) to pour together, is obtained with fixed anchor block
Concrete prefabricated wallboard 100；
Step S2, the joint of framework of steel reinforcement 1 groove forming module 3 (see also Fig. 9 and Figure 10) together insertion is poured, is obtained
Concrete prefabricated wallboard 200 containing accommodating chamber (accommodating cavity configuration see also Fig. 5)；Fixing sleeve case assembly 5 (be see also into Figure 11
And Figure 12) be installed in accommodating chamber 4, obtain the concrete prefabricated wallboard 300 embedded with fixing sleeve case assembly；
Step S3, the concrete prefabricated wallboard 100 with fixed anchor block and the concrete embedded with fixing sleeve case assembly is pre-
Wallboard 300 processed is installed；In specific installation, by 2 side of fixation anchor block with the concrete prefabricated wallboard of fixed anchor block with
5 side of fixing sleeve case assembly of concrete prefabricated wallboard embedded with fixing sleeve case assembly is close, and connection bolt 400 is passed through fixing sleeve
Case assembly 5 simultaneously combine together with the fixed connection of anchor block 2, so realize with fix the concrete prefabricated wallboard 100 of anchor block with it is embedding
There is being fastenedly connected for the concrete prefabricated wallboard 300 of fixing sleeve case assembly.
Known to the primary structure for analyzing the construction method that above-mentioned precast concrete quickly connects: above-mentioned precast concrete
The construction method that component quickly connects, main three big step are completed；
Framework of steel reinforcement is combined fixed anchor block to pour together, obtains the concrete prefabricated wallboard with fixed anchor block；
Framework of steel reinforcement joint groove forming module is embedded in together and is poured, the concrete prefabricated wall containing accommodating chamber is obtained
Plate；Fixing sleeve case assembly is installed in accommodating chamber, the concrete prefabricated wallboard embedded with fixing sleeve case assembly is obtained；
Concrete prefabricated wallboard with fixed anchor block and the concrete prefabricated wallboard embedded with fixing sleeve case assembly are carried out
Installation；In specific installation, by the fixation anchor block side of the concrete prefabricated wallboard with fixed anchor block and embedded with fixed box set group
The fixing sleeve case assembly side of the concrete prefabricated wallboard of part is close, will connection bolt pass through fixing sleeve case assembly and with fixed anchor block
Connection combination together, and then realizes that the concrete prefabricated wallboard with fixed anchor block and the concrete embedded with fixing sleeve case assembly are pre-
Wallboard processed is fastenedly connected.
It will be apparent that the above-mentioned design for the construction method that precast concrete provided by the invention quickly connects, proposes
Completely new construction method, while constructing operation method has been innovated, fixed effect is improved, assembled architecture wall knot can be made
Structure quality is stronger；Meanwhile speed of application has been increased considerably, construction efficiency is improved significantly.
The specific configuration for the construction method that precast concrete provided in an embodiment of the present invention is quickly connected below with
And particular technique effect is done and is described in detail:
- Fig. 7 referring to fig. 2, it is in the step S1, described to pour the fixed anchor block of framework of steel reinforcement joint together, obtain band
There is the concrete prefabricated wallboard of fixed anchor block, specifically include following operating procedure:
Step S11: crossbeam 6 is laid with, and the stirrup 7 set gradually along crossbeam extending direction, guarantees prolonging for stirrup
It stretches direction and is laid with direction perpendicular to crossbeam, and the junction of crossbeam and more stirrups is bound by reinforcing bar and is connected, obtain reinforcing bar
Framework of steel reinforcement 1 is installed in place by skeleton 1；
Step S12: the small head end of the fixed anchor block 2 is arranged close to the crossbeam direction of framework of steel reinforcement 1, by the fixation
The stub end of anchor block 2 is arranged far from the crossbeam direction of framework of steel reinforcement 1, then carries out concreting together, obtains with fixation
The concrete prefabricated wallboard 100 of anchor block.
It should be noted that in the specific technical solution of the embodiment of the present invention；It is fast in above-mentioned concrete assembled building
It in the application process of fast connection construction method, needs that framework of steel reinforcement is arranged when being poured, the framework of steel reinforcement is mainly by crossbeam
(or main reinforcement) and the stirrup set gradually along crossbeam extending direction (direction of stirrup is perpendicular to main reinforcement), above-mentioned crossbeam (or
Claim main reinforcement) with the junctions of more stirrups, be to bind to connect by reinforcing bar；
It should be noted that the crossbeam is that two parallel crossbeams are (i.e. normal in the specific embodiment of the embodiment of the present invention
Rule mode is laid with), stirrup is more, and the extending direction of more stirrups is each perpendicular to crossbeam and is laid with direction；Above-mentioned fixed anchor block position
Between two crossbeams (while also being located within the space that more stirrups surround)；And require the small head end of fixed anchor block close
Outer edge is arranged, the fixation anchor block in the concrete prefabricated panel structure with fixed anchor block after final guarantee pouring molding
Small head end is outside, and the following fixinig plate on fixing sleeve case assembly forms positioning and installation cooperation.
The above-mentioned concrete assembled quick connection construction method of building, can be applied in assembled architecture work progress,
Building wall board after construction, rigidity is big, is unlikely to deform, and concrete formation is high-quality.Meanwhile it is low in cost, structure is safe and reliable.
Framework of steel reinforcement joint groove forming module is embedded in together and pours, obtain in the step S2 by-Fig. 7 referring to fig. 2
To the concrete prefabricated wallboard containing accommodating chamber, following operating procedure is specifically included:
Step S21: crossbeam 6 is laid with, and the stirrup 7 set gradually along crossbeam extending direction, guarantees prolonging for stirrup
It stretches direction and is laid with direction perpendicular to crossbeam, and the junction of crossbeam and more stirrups is bound by reinforcing bar and is connected, obtain reinforcing bar
Framework of steel reinforcement 1 is installed in place by skeleton 1；
Step S22: by the crossbeam side of 3 installation settings framework of steel reinforcement 1 of groove forming module, concrete is then carried out together and is poured
It builds；Simultaneously when specifically pouring, need the cuboid block portion protrusion of groove forming module being exposed to precast concrete wall panel
Outer layer, and make its surface exposed installation window out, and then obtain the concrete prefabricated wallboard 200 containing accommodating chamber；And the peace
It is corresponding with the accommodating chamber to fill window.Groove forming module 3 includes cuboid block portion 31 and wedge-shaped block portion 32；Wherein, described
Wedge-shaped block portion is arranged on the top surface of the cuboid block portion.
It should be noted that in the specific technical solution of the embodiment of the present invention；By it is above-mentioned pour operation it is available
Concrete prefabricated wallboard containing accommodating chamber.Groove forming module includes cuboid block portion and wedge-shaped block portion；Wherein, wedge-shaped block portion
It is arranged on the top surface of cuboid block portion；It may be implemented to obtain the concrete containing accommodating chamber using above-mentioned groove forming module pre-
Wallboard processed.
Equally, in the specific embodiment of the embodiment of the present invention, above-mentioned crossbeam is also two, i.e. two parallel crossbeams；
Stirrup is more, and the extending direction of more stirrups is each perpendicular to crossbeam and is laid with direction；Above-mentioned groove forming module (or groove at
Type device) it is located between two crossbeams (while also being located within the space that more stirrups surround)；Groove forming module is first prefabricated to be poured
It builds in concrete panel, it is final to prepare for insertion fixing sleeve case assembly.
In addition, it is necessary to explanation, the construction method that precast concrete provided in an embodiment of the present invention quickly connects,
It can also not use above-mentioned groove forming module in the specific implementation process；Above-mentioned groove forming module (or groove molding
Device) main function be to obtain accommodating chamber, the accommodating chamber convenient for fixing sleeve case assembly insertion；If not using groove shaping mould
Fixing sleeve case assembly equally can also directly be embedded in wallboard and carry out pre-cast building by block, finally obtain embedded with fixed box set
The concrete prefabricated wallboard of component.Only in embodiments of the present invention, first carried out using groove forming module it is prefabricated, after carry out again
Being embedded in fixing sleeve case assembly is standard procedure, which has specific technical effect；Appearance is first formed using groove forming module
Receive chamber, it is rear to be embedded in fixing sleeve case assembly, it is ensured that construction precision is higher, and easy to operate.It is directly pre-buried to pour fixing sleeve
The operation of case assembly, installation accuracy is not high, and operate the problems such as easily causing fixing sleeve case assembly malformation.
Fixing sleeve case assembly is installed in accommodating chamber by-Fig. 7 referring to fig. 2 in the step S2, is obtained embedded with fixation
The concrete prefabricated wallboard for covering case assembly, specifically includes following operating procedure:
Step S23: by fixing sleeve box body 51, installation frame 52, intermediate bulkhead 53 and the cover board in fixing sleeve case assembly 5
54 from the internal layer of accommodating chamber to outer layer successively installation settings, and realizes connection (wherein, the above-mentioned installing frame of fixing sleeve case assembly 5
Connection type between 54 three of frame 52, intermediate bulkhead 53 and cover board can choose using glue connection (such as: using gluing heat
Mode is attached or smears high viscosity glue to fix) can also be connected with other structures)；
Step S24: finally by fiber concrete protective layer to the surface exposed installation window of precast concrete wall panel into
Row covering, obtains the concrete prefabricated wallboard 300 embedded with fixing sleeve case assembly.
- Fig. 7 referring to fig. 2, in specific installation, by the fixation anchor block side of the concrete prefabricated wallboard with fixed anchor block
It is close with the fixing sleeve case assembly side of the concrete prefabricated wallboard embedded with fixing sleeve case assembly, connection bolt is passed through into fixed box set
Component simultaneously combines together with fixed anchor block connection, specifically includes following operating procedure:
Step S31: by the fixation anchor block side of the concrete prefabricated wallboard 100 with fixed anchor block and embedded with fixed box set group
The fixing sleeve case assembly side of the concrete prefabricated wallboard 300 of part is close,
Step S32: will connect bolt 400 can extend into fixed anchor block after the bolt sleeve of fixing sleeve case assembly,
The other end for then connecting bolt 400 is then stayed in be formed in fixing sleeve box body and is bonded；
Step S33: the fixing sleeve case assembly 5 and fixed anchor block 2 are realized by above-mentioned connection type, connect bolt 400 3
Being fastenedly connected between person, and then realize with the concrete prefabricated wallboard 100 for fixing anchor block and embedded with fixing sleeve case assembly
Concrete prefabricated wallboard 300 is fastenedly connected (concrete structure diagram can be found in Figure 13 and Figure 14).
It should be noted that in the specific technical solution of the embodiment of the present invention；Above-mentioned concrete assembled building is quick
The assembly fitting method that connection construction method is carried out indeed through prefabricated pouring reinforcement concrete floor；
I.e. above-mentioned prefabricated reinforced concrete floor is that reinforced concrete floor prefabricated in advance (carries out formwork, binding steel
Muscle, casting concrete, the floor made through maintenance, form removal), have also been devised in the process installation be embedded in fixed anchor block or
It is the prefabricated components such as groove forming module.Above-mentioned prefabricated pouring reinforcement concrete floor (also known as prefabricated panel), in precast plant
The reinforced-concrete board type members for building assembly, abbreviation wallboard or siding are processed into (field) or construction site.Using pre-
Concrete panel processed builds assembled large panel building, and batch production, mechanized construction degree can be improved, and reduces situ wet operation,
Live recruitment is saved, seasonal effect is overcome, shortens the construction period.
Referring to Figure 15-Figure 22, the present invention provides a kind of assembled architecture, including "-" type straight section wall (such as: Figure 16,
Figure 21), L-type wall (such as: Figure 17, i.e. Figure 18 are then "-" type straight section wall and L-type wall assembled wall), T-type wall (such as: Figure 20,
Figure 22), cross wall (such as: Figure 19)；
Wherein, "-" type straight section wall is that the precast concrete wall panel for having fixed anchor block is embedded with fixing sleeve with another
The precast concrete wall panel of case assembly, which is realized, to be connected and is in "-" type shape；And connection bolt pass through fixing sleeve case assembly and with it is solid
Determine anchor block connection, and then realizes with the precast concrete wall panel for fixing anchor block and the precast concrete for being embedded with fixing sleeve case assembly
Wallboard is fastenedly connected into "-" type straight section wall；
Wherein, L-type wall is that the precast concrete wall panel for having fixed anchor block is embedded with fixing sleeve case assembly with another
Precast concrete wall panel realize connection and L-shaped shape；And connection bolt passes through fixing sleeve case assembly and connects with fixed anchor block
It connects, and then realizes the tight of precast concrete wall panel with fixed anchor block and the precast concrete wall panel that is embedded with fixing sleeve case assembly
It is solidly connected l-shaped straight section wall；
T-type wall is that a precast concrete wall panel with fixed anchor block is pre- embedded with fixing sleeve case assembly with other two
Concrete panel processed realizes connection and T-shaped shape；And the precast concrete wall panel with fixed anchor block is located at centre, two are embedding
There is the precast concrete wall panel of fixing sleeve case assembly to be located at two sides；In above three precast concrete wall panel, two embedded with fixation
The each connection bolt covered in the precast concrete wall panel of case assembly passes through fixing sleeve case assembly and the fixation anchor with middle position
Block connection, and then realize that the precast concrete wall panel with fixed anchor block is prefabricated mixed embedded with fixing sleeve case assembly with other two
Solidifying cob wall plate is fastenedly connected into T-type straight section wall；
Cross wall is that two precast concrete wall panels with fixed anchor block and one are pre- embedded with fixing sleeve case assembly
Concrete panel processed and a precast concrete wall panel, which are realized, to be connected and is in ten type shapes；One of them has fixed anchor block
Precast concrete wall panel and a precast concrete wall panel embedded with fixing sleeve case assembly, which are realized, to be connected and in "-" type shape
One group of "-" type straight section wall；Another has the precast concrete wall panel of fixed anchor block and a precast concrete wall panel is realized
Connect and be in one group of "-" type straight section wall of "-" type shape；And two groups of "-" type straight section walls intersect vertically in cross shape
Shape；In the "-" type straight section wall construction containing fixing sleeve case assembly, connection bolt pass through fixing sleeve case assembly and with fixed anchor
Block connection, and then realize with the precast concrete wall panel for fixing anchor block and the precast concrete wall panel for being embedded with fixing sleeve case assembly
Be fastenedly connected.
As shown in figure 19, in above-mentioned specific technical solution, the "-" type straight section wall being laterally arranged is using with fixation
The precast concrete wall panel of anchor block and the connection system of the precast concrete wall panel embedded with fixing sleeve case assembly (use between the two
Connection is bolted)；However vertically arranged "-" type straight section wall is not identical as it；In vertically arranged "-" type straight section wall
In structure, one piece is the precast concrete wall panel with fixed anchor block, however another piece is then common precast concrete wall panel
The wallboard of the pre-buried reinforcement bolt in (inside is fitted without fixing sleeve case assembly) or scene；One word of above-mentioned two groups of different structures
Type straight section wall intersects vertically in cross-type shape, collectively forms cross wall.
The construction method and assembled architecture that precast concrete provided in an embodiment of the present invention quickly connects have such as
The technical advantage of lower aspect:
One, the construction method that precast concrete provided in an embodiment of the present invention quickly connects, precast concrete structure
The structure design for the construction method that part quickly connects is more reasonable；Precast concrete provided in an embodiment of the present invention quickly connects
Construction method, technical construction is more advanced, and the construction of design is more reasonable.Precast concrete provided by the invention quickly connects
The above-mentioned design of the construction method connect, has innovated constructing operation method, has improved fixed effect, can make assembled architecture wall
Body architecture quality is stronger；Meanwhile speed of application has been increased considerably, construction efficiency is improved significantly.
Two, the construction method that precast concrete provided in an embodiment of the present invention quickly connects uses quickly directly
Mode of operation, in entire work progress, mode of operation is easier, and more quickly, construction efficiency is higher, and construction efficiency has
Significant raising.
Three, the construction method that precast concrete provided in an embodiment of the present invention quickly connects, in fast and efficient construction
While, fixed effect is also improved, assembled architecture wall body structure quality can be made stronger.
Four, the construction method that precast concrete provided in an embodiment of the present invention quickly connects uses fixed box set
Being fastenedly connected between component and fixed anchor block, connection bolt three, and then realize the concrete prefabricated wall with fixed anchor block
Plate is fastenedly connected with the concrete prefabricated wallboard embedded with fixing sleeve case assembly.Above-mentioned mating connection mode is more novel, safety
Property it is good, reliability is higher, thus its also further reinforced assembly formula building overall stability and global reliability.
Five, the construction method that precast concrete provided in an embodiment of the present invention quickly connects can be used for a variety of differences
The connection of type.Such as: two blocks of adjacent precast concrete wall panels are connected into line-styled, " L " type or a plurality of adjacent
It is all multi-form that precast concrete wall panel is interconnected to form " T " font, " ten " font etc..Therefore, provided in an embodiment of the present invention
The construction method that precast concrete quickly connects, installation adaptability is higher, can satisfy assembled architecture in different positions
The installation requirement set.
Based on above many significant technical advantages, the construction party that precast concrete provided by the invention quickly connects
Method will bring good market prospects and economic benefit.
Finally, it should be noted that the above embodiments are only used to illustrate the technical solution of the present invention., rather than its limitations；To the greatest extent
Pipe present invention has been described in detail with reference to the aforementioned embodiments, those skilled in the art should understand that: its according to
So be possible to modify the technical solutions described in the foregoing embodiments, or to some or all of the technical features into
Row equivalent replacement；And these are modified or replaceed, various embodiments of the present invention technology that it does not separate the essence of the corresponding technical solution
The range of scheme.
Claims (9)
1. a kind of construction method that precast concrete quickly connects, which is characterized in that include the following steps；
Framework of steel reinforcement is combined fixed anchor block to pour together, obtains the concrete prefabricated wallboard with fixed anchor block；
Framework of steel reinforcement joint groove forming module is embedded in together and is poured, the concrete prefabricated wallboard containing accommodating chamber is obtained；It will
Fixing sleeve case assembly is installed in accommodating chamber, obtains the concrete prefabricated wallboard embedded with fixing sleeve case assembly；
Concrete prefabricated wallboard with fixed anchor block and the concrete prefabricated wallboard embedded with fixing sleeve case assembly are installed；
In specific install, by the fixation anchor block side with the concrete prefabricated wallboard of fixed anchor block and mixing embedded with fixing sleeve case assembly
The fixing sleeve case assembly side of solidifying soil prefabricated panel is close, will connection bolt pass through fixing sleeve case assembly and with fixed anchor block connection group
Unify, and then realizes with the concrete prefabricated wallboard for fixing anchor block and the concrete prefabricated wallboard for being embedded with fixing sleeve case assembly
Be fastenedly connected.
2. the construction method that precast concrete as described in claim 1 quickly connects, which is characterized in that
It is described to pour the fixed anchor block of framework of steel reinforcement joint together, the concrete prefabricated wallboard with fixed anchor block is obtained, specifically
Including following operating procedure:
Crossbeam is laid with, and the stirrup set gradually along crossbeam extending direction, and guarantee stirrup extends perpendicularly to cross
Beam is laid with direction, and the junction of crossbeam and more stirrups is bound by reinforcing bar and is connected, and framework of steel reinforcement is obtained, by framework of steel reinforcement
It is installed in place；
The small head end of the fixed anchor block is arranged close to the crossbeam direction of framework of steel reinforcement, the stub end of the fixed anchor block is remote
Crossbeam direction setting from framework of steel reinforcement, then carries out concreting together, obtains with the concrete prefabricated of fixed anchor block
Wallboard.
3. the construction method that precast concrete as described in claim 1 quickly connects, which is characterized in that
Framework of steel reinforcement joint groove forming module is embedded in together and is poured, the concrete prefabricated wallboard containing accommodating chamber is obtained, has
Body includes following operating procedure:
Crossbeam is laid with, and the stirrup set gradually along crossbeam extending direction, and guarantee stirrup extends perpendicularly to cross
Beam is laid with direction, and the junction of crossbeam and more stirrups is bound by reinforcing bar and is connected, and framework of steel reinforcement is obtained, by framework of steel reinforcement
It is installed in place；
By the crossbeam side of groove forming module installation settings framework of steel reinforcement, concreting is then carried out together；Simultaneously specific
When pouring, need the prominent outer layer for being exposed to precast concrete wall panel of the cuboid block portion of groove forming module, and make its table
Face exposes outside installation window, and then obtains the concrete prefabricated wallboard containing accommodating chamber；And the installation window and the receiving
The correspondence of chamber.
4. the construction method that precast concrete as described in claim 1 quickly connects, which is characterized in that
Fixing sleeve case assembly is installed in accommodating chamber, the concrete prefabricated wallboard embedded with fixing sleeve case assembly is obtained, it is specific to wrap
Include following operating procedure:
By fixing sleeve box body, installation frame, intermediate bulkhead and the cover board in fixing sleeve case assembly from the internal layer of accommodating chamber to outer
Layer successively installation settings, and realize the connection of fixing sleeve case assembly；
Finally surface exposed installation window of the fiber concrete protective layer to precast concrete wall panel is covered, is obtained embedding
There is the concrete prefabricated wallboard of fixing sleeve case assembly.
5. the construction method that precast concrete as described in claim 1 quickly connects, which is characterized in that
In specific installation, by the fixation anchor block side of the concrete prefabricated wallboard with fixed anchor block and it is embedded with fixing sleeve case assembly
Concrete prefabricated wallboard fixing sleeve case assembly side it is close, connection bolt is passed through fixing sleeve case assembly and connected with fixed anchor block
It connects combination together, specifically includes following operating procedure:
By the fixation anchor block side of the concrete prefabricated wallboard with fixed anchor block be embedded with the concrete prefabricated of fixing sleeve case assembly
The fixing sleeve case assembly side of wallboard is close,
Bolt will be connected can extend into fixed anchor block after the bolt sleeve of fixing sleeve case assembly, then connects the another of bolt
End then stays in be formed in fixing sleeve box body and be bonded；
Being fastenedly connected between the fixing sleeve case assembly and fixed anchor block, connection bolt three is realized by above-mentioned connection type,
And then realize the fastening of concrete prefabricated wallboard and the concrete prefabricated wallboard embedded with fixing sleeve case assembly with fixed anchor block
Connection.
6. a kind of assembled architecture, which is characterized in that including "-" type straight section wall；
Wherein, the "-" type straight section wall is that the precast concrete wall panel for having fixed anchor block is embedded with fixing sleeve with another
The precast concrete wall panel of case assembly, which is realized, to be connected and is in "-" type shape；And connection bolt pass through fixing sleeve case assembly and with it is solid
Determine anchor block connection, and then realizes with the precast concrete wall panel for fixing anchor block and the precast concrete for being embedded with fixing sleeve case assembly
Wallboard is fastenedly connected into "-" type straight section wall.
7. assembled architecture as claimed in claim 6, which is characterized in that further include L-type wall；
Wherein, the L-type wall is that the precast concrete wall panel for having fixed anchor block is embedded with fixing sleeve case assembly with another
Precast concrete wall panel realize connection and L-shaped shape；And connection bolt passes through fixing sleeve case assembly and connects with fixed anchor block
It connects, and then realizes the tight of precast concrete wall panel with fixed anchor block and the precast concrete wall panel that is embedded with fixing sleeve case assembly
It is solidly connected l-shaped straight section wall.
8. assembled architecture as claimed in claim 7, which is characterized in that further include T-type wall；
The T-type wall is that a precast concrete wall panel with fixed anchor block is pre- embedded with fixing sleeve case assembly with other two
Concrete panel processed realizes connection and T-shaped shape；And the precast concrete wall panel with fixed anchor block is located at centre, two are embedding
There is the precast concrete wall panel of fixing sleeve case assembly to be located at two sides；And two precast concrete wall panels embedded with fixing sleeve case assembly
In each connection bolt pass through and fixing sleeve case assembly and connect with the fixation anchor block in middle position, and then realize with fixation anchor
The precast concrete wall panel of block and other two precast concrete wall panel embedded with fixing sleeve case assembly to be fastenedly connected into T-type straight
Section wall.
9. assembled architecture as claimed in claim 8, which is characterized in that further include cross wall；
The cross wall is that two precast concrete wall panels with fixed anchor block and one are pre- embedded with fixing sleeve case assembly
Concrete panel processed and a precast concrete wall panel, which are realized, to be connected and is in ten type shapes；One of them has fixed anchor block
Precast concrete wall panel and a precast concrete wall panel embedded with fixing sleeve case assembly, which are realized, to be connected and in "-" type shape
One group of "-" type straight section wall；Another has the precast concrete wall panel of fixed anchor block and a precast concrete wall panel is realized
Connect and be in one group of "-" type straight section wall of "-" type shape；And two groups of "-" type straight section walls intersect vertically in cross shape
Shape；In the "-" type straight section wall construction containing fixing sleeve case assembly, connection bolt pass through fixing sleeve case assembly and with fixed anchor
Block connection, and then realize with the precast concrete wall panel for fixing anchor block and the precast concrete wall panel for being embedded with fixing sleeve case assembly
Be fastenedly connected.
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Application publication date: 20190125 |