CN109610631A - a prefabricated building - Google Patents
a prefabricated building Download PDFInfo
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- CN109610631A CN109610631A CN201811567396.2A CN201811567396A CN109610631A CN 109610631 A CN109610631 A CN 109610631A CN 201811567396 A CN201811567396 A CN 201811567396A CN 109610631 A CN109610631 A CN 109610631A
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- concrete column
- concrete
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- 239000004567 concrete Substances 0.000 claims abstract description 173
- 230000003014 reinforcing effect Effects 0.000 claims abstract description 53
- 238000010276 construction Methods 0.000 claims abstract description 15
- 238000009413 insulation Methods 0.000 claims description 37
- 230000002787 reinforcement Effects 0.000 claims description 26
- 229910001294 Reinforcing steel Inorganic materials 0.000 claims description 15
- 229910000831 Steel Inorganic materials 0.000 claims description 6
- 239000010959 steel Substances 0.000 claims description 6
- 238000009433 steel framing Methods 0.000 claims description 6
- 238000003466 welding Methods 0.000 claims description 4
- 238000005520 cutting process Methods 0.000 claims description 2
- 210000003205 muscle Anatomy 0.000 claims description 2
- 238000004321 preservation Methods 0.000 claims description 2
- 230000002035 prolonged effect Effects 0.000 claims 1
- 230000037431 insertion Effects 0.000 abstract 2
- 238000003780 insertion Methods 0.000 abstract 2
- 238000010586 diagram Methods 0.000 description 8
- 238000005266 casting Methods 0.000 description 4
- 239000000463 material Substances 0.000 description 4
- 238000000034 method Methods 0.000 description 3
- 230000008901 benefit Effects 0.000 description 2
- 239000011449 brick Substances 0.000 description 2
- 230000008878 coupling Effects 0.000 description 2
- 238000010168 coupling process Methods 0.000 description 2
- 238000005859 coupling reaction Methods 0.000 description 2
- 238000009434 installation Methods 0.000 description 2
- 230000008569 process Effects 0.000 description 2
- 230000035939 shock Effects 0.000 description 2
- 239000007787 solid Substances 0.000 description 2
- 229920006328 Styrofoam Polymers 0.000 description 1
- 238000003483 aging Methods 0.000 description 1
- 230000032683 aging Effects 0.000 description 1
- 230000015271 coagulation Effects 0.000 description 1
- 238000005345 coagulation Methods 0.000 description 1
- 229910000366 copper(II) sulfate Inorganic materials 0.000 description 1
- JZCCFEFSEZPSOG-UHFFFAOYSA-L copper(II) sulfate pentahydrate Chemical compound O.O.O.O.O.[Cu+2].[O-]S([O-])(=O)=O JZCCFEFSEZPSOG-UHFFFAOYSA-L 0.000 description 1
- 238000001035 drying Methods 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 230000006872 improvement Effects 0.000 description 1
- 239000012774 insulation material Substances 0.000 description 1
- 238000012423 maintenance Methods 0.000 description 1
- 239000000203 mixture Substances 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 239000004575 stone Substances 0.000 description 1
- 239000008261 styrofoam Substances 0.000 description 1
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 1
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
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D27/00—Foundations as substructures
- E02D27/10—Deep foundations
- E02D27/12—Pile foundations
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/18—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
- E04B1/19—Three-dimensional framework structures
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/18—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
- E04B1/20—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of concrete, e.g. reinforced concrete, or other stonelike 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
- E04B1/18—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
- E04B1/20—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of concrete, e.g. reinforced concrete, or other stonelike material
- E04B1/21—Connections specially adapted therefor
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/62—Insulation or other protection; Elements or use of specified material therefor
- E04B1/74—Heat, sound or noise insulation, absorption, or reflection; Other building methods affording favourable thermal or acoustical conditions, e.g. accumulating of heat within walls
- E04B1/76—Heat, sound or noise insulation, absorption, or reflection; Other building methods affording favourable thermal or acoustical conditions, e.g. accumulating of heat within walls specifically with respect to heat only
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B2/00—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Physics & Mathematics (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Electromagnetism (AREA)
- Life Sciences & Earth Sciences (AREA)
- General Life Sciences & Earth Sciences (AREA)
- Mining & Mineral Resources (AREA)
- Paleontology (AREA)
- General Engineering & Computer Science (AREA)
- Acoustics & Sound (AREA)
- Joining Of Building Structures In Genera (AREA)
Abstract
本发明提供了一种装配式建筑，包括地基，其包括多个基础桩，所述基础桩侧壁上开有梁固定孔，顶部开有一竖直向下的砼柱固定孔；多根加固梁，其两端均设有加固块，所述加固梁能跨设与两基础桩之间，且加固块插入两固定孔内；砼梁，其两端沿长度方向开有插接孔；每个所述基础桩上方竖直设置有至少一根砼柱，且砼柱的底端能插入砼柱固定孔内；所述砼柱包括砼柱本体，所述砼柱本体两端分别设有用于使两砼柱连接的上连接部和下连接部，所述砼柱侧壁向外延伸出牛腿，所述牛腿能插入砼梁端部的插接孔内。本发明所述的一种装配式建筑，采用相互插接固定的基础桩、加固梁、砼柱和砼梁，能快速的建立出建筑的框架，提高建筑的施工速度。
The invention provides a prefabricated building, including a foundation, including a plurality of foundation piles, beam fixing holes are opened on the side walls of the foundation piles, and a vertical downward concrete column fixing hole is opened at the top; a plurality of reinforcing beams , both ends are provided with reinforcing blocks, the reinforcing beams can span between two foundation piles, and the reinforcing blocks are inserted into the two fixing holes; the two ends of the concrete beams are provided with insertion holes along the length direction; each At least one concrete column is vertically arranged above the foundation pile, and the bottom end of the concrete column can be inserted into the fixing hole of the concrete column; the concrete column includes a concrete column body, and two ends of the concrete column body are respectively provided with The upper connecting part and the lower connecting part connecting the two concrete columns, the side wall of the concrete column extends outward with a corbel, and the corbel can be inserted into the insertion hole at the end of the concrete beam. The prefabricated building of the present invention adopts foundation piles, reinforced beams, concrete columns and concrete beams which are inserted and fixed with each other, so that the frame of the building can be quickly established and the construction speed of the building can be improved.
Description
Technical field
The invention belongs to engineering construction fields, more particularly, to a kind of assembled architecture.
Background technique
Present urban population quantity increases, so that the house in city is relatively nervous, and architecture storey is also with increased population
And gradually increase, and in order to keep high-storey building more firm, usually using the structure building high building of armored concrete；
In existing building or factory building engineering, the steel structure framework in house is usually first fixed, later to steel construction
Between gap filling concrete, but in this way, in order to enable armored concrete can preferably be determined during pouring
Shape is needed with proof strength to the layer-by-layer casting concrete of building, i.e., could continue to pour after one layer of concrete drying higher
Floor so greatly reduce construction efficiency since concrete generally requires 7 days or so in dry maintenance processes, it is unfavorable
In engineering progress, and since casting concrete pours time difference, there are larger differences for the intensity of pouring layer junction；
It is usually applied to plain type house for existing assembled architecture, and usually in coagulation in the construction of common building
The coupling part casting concrete of native prefabricated component carries out the connection between prefabricated component, but during casting concrete, equally wants
The concrete poured is maintained, still needs to fall into a long wait, reduces the construction speed of building.
Summary of the invention
In view of this, the present invention is directed to propose a kind of assembled architecture, not need concrete.
In order to achieve the above objectives, the technical scheme of the present invention is realized as follows:
A kind of assembled architecture, including
Ground comprising multiple foundation piles are provided with beam fixation hole on the foundation pile side wall, and top is provided with one straight down
Concrete column fixation hole；
More reinforcements, both ends are equipped with reinforcement block, and the reinforcement can be across setting between two foundation piles, and reinforcement block
It is inserted into two fixation holes；
Concrete beam, both ends are provided with spliced eye along its length；
It is vertically arranged at least one concrete column above each foundation pile, and the bottom end of concrete column can be inserted into concrete column fixation hole
It is interior；
The concrete column includes concrete column ontology, and the concrete column ontology both ends are respectively provided with the upper connection for connecting two concrete columns
Portion and lower interconnecting piece, the concrete column side wall extend outward bracket, and the bracket can be inserted into the spliced eye of concrete beam end.
Further, the lower interconnecting piece includes the connection-peg that concrete column extends downwardly out, the upper interconnecting piece include open in
The interface of concrete column end, and the section of the connection-peg and the section of interface are similar.
Further, concrete column bar construction frame is equipped in the concrete column, the concrete column bar construction frame includes being parallel to each other
And along the grafting longitudinal bar and ontology longitudinal bar of the setting of concrete column length direction, the ontology longitudinal bar is placed in concrete column ontology, institute
The one end for stating grafting reinforcing bar is placed in connection-peg, and the other end extends upwardly in concrete column ontology.
Further, the grafting reinforcing bar in the connection-peg is welded with more root cutting connector hoop reinforcing steel bars, and the ontology indulges steel
Muscle and more basic body hoop reinforcing steel bars weld.
Further, the upper and lower interconnecting piece further includes the built-in fitting for being placed in concrete column ontology both ends, the built-in fitting part with
Ontology longitudinal bar welding in concrete column.
Further, the ontology longitudinal bar, which upwardly extends, is placed in interface side, for reinforcing interface side concrete column
Intensity.
Further, the connection-peg includes the middle connection-peg extended outward along concrete column central axes and is placed in middle connection-peg
The secondary connection-peg of side；The interface includes middle interface corresponding with middle connection-peg and pair corresponding with secondary connection-peg
Interface, for guaranteeing that the axis of every two concrete columns goes out and same straight line.
Further, bracket reinforced frame, one end of the bracket reinforced frame and ontology longitudinal bar are additionally provided in the concrete column
Welding, the other end extend outward concrete column ontology.
Further, which further includes multiple heat-insulation wall plates comprising
Heat insulation inner core comprising the inner core body of plate, the two edges of the one side of the ontology extend outward solid outside two
The another two edges of deckle, another side extend outward fixed edge in two；
Concrete casing comprising the inner core reinforcing portion set on ontology two sides, and the outside for wrapping up external retaining brim
Reinforcing portion and inner core reinforcing portion for wrapping up interior fixed edge,
Multiple fixed counterbores, each fixed counterbore both pass through inner core body and inner core reinforcing portion, and the multiple solid
Determine counterbore and is surrounded on heat insulation inner core body edges.
Further, the concrete column ontology, reinforcement and concrete beam side is stupefied is provided with wallboard fixing groove along length direction, and
The outside reinforcing portion can be inserted into wallboard fixing groove.
Further, two external retaining brim is that the adjacent both sides of inner core body extend outward to form.
Further, the inner edge reinforcing portion is provided with the outside holding tank that can accommodate outside reinforcing portion；
The outside reinforcing portion is provided with the inner edge holding tank that can accommodate inner edge reinforcing portion.
Further, the rear degree summation of the thickness of the outside reinforcing portion and inner edge reinforcing portion is less than the thickness of heat-insulation wall plate
Degree.
Further, the outside fixed part is provided with multiple connection counterbores, and the inner edge fixed part is provided with through-hole, and described
Counterbore and through-hole are connected about inner core body central symmetry.
Further, the connection counterbore passes through external retaining brim.
Further, the through-hole passes through interior fixed edge.
Further, the netted reinforcing steel bars of wallboards structure-steel framing parallel with inner core body, and institute are equipped in the inner core reinforcing portion
It states reinforcing steel bars of wallboards structure and is placed on inner core body two sides.
Compared with the existing technology, a kind of assembled architecture of the present invention has the advantage that
A kind of assembled architecture of the present invention foundation pile fixed by the way of being mutually inserted, reinforcement, concrete column
With concrete beam, the frame built can be quickly established out, improves the speed of application of building；
Using be arranged on concrete column built-in fitting enable upon connection two concrete columns be welded and fixed by built-in fitting；
It fixes shell between heat-insulation wall plate and metope by way of being spirally connected, avoids due to viscous
Mixture causes wallboard to fall off the build guality for causing danger, while having ensured house due to factors such as agings；
In such a way that counterbore and through-hole pass through thermal insulation material, heat-insulation wall plate is integrally fixed convenient for screw, increases guarantor
The globality of adiabator and concrete casing, so that heat-insulation wall plate possesses longer service life；
In such a way that the thickness of outside reinforcing portion and the rear degree summation of inner edge reinforcing portion are less than the thickness of heat-insulation wall plate, make
There are gaps between outside reinforcing portion and inner edge reinforcing portion during two heat-insulation wall plates are connected with each other, it is close convenient for filling
Rubber is sealed, steam is prevented or who enters wall, corrode building inner core body；
In such a way that counterbore is matched with through-hole, it is ensured that is connected between screw and through-hole is even closer, will not
There is biggish gap, reduces rubber consumption while guaranteeing rubber seal；
Reinforce concrete column coupling part intensity in such a way that reinforcing bar is set in connection-peg, guarantees building reliability；
Detailed description of the invention
The attached drawing for constituting a part of the invention is used to provide further understanding of the present invention, schematic reality of the invention
It applies example and its explanation is used to explain the present invention, do not constitute improper limitations of the present invention.In the accompanying drawings:
Fig. 1 is building overall schematic described in the embodiment of the present invention one；
Fig. 2 is enlarged diagram at A in Fig. 1；
Fig. 3 is Fig. 2 cross-sectional view；
Fig. 4 is enlarged diagram at B in Fig. 1；
Fig. 5 is enlarged diagram at D in Fig. 1；
Fig. 6 is heat-insulation wall plate stereoscopic schematic diagram；
Fig. 7 is heat-insulation wall plate junction schematic diagram；
Fig. 8 is heat-insulation wall plate internal view；
Fig. 9 is concrete column connection schematic diagram at D in embodiment one；
Figure 10 is Fig. 9 cross-sectional view；
Figure 11 is concrete column connection schematic diagram at D in embodiment two；
Figure 12 is concrete column connection schematic diagram at D in embodiment three.
Description of symbols:
1- ground；11- foundation pile；12- beam fixation hole；13- concrete column fixation hole；2- concrete column；The upper interconnecting piece of 21-；On 211-
Prefabricated component；212- connection-peg；Grafting block in 2121-；2122- pair grafting block；Interconnecting piece under 22-；Prefabricated component under 221-；222- is inserted
Interface；Interface in 2221-；2222- pair interface；23- bracket；231- bracket reinforced frame；24- concrete column bar construction frame；
241- ontology longitudinal bar；242- grafting longitudinal bar；243- ontology hoop reinforcing steel bar；244- grafting block hoop reinforcing steel bar；25- concrete column ontology；3-
Concrete beam；31- spliced eye；4- reinforcement；41- reinforcement block；5- heat-insulation wall plate；51- heat insulation inner core；511- inner core body；Outside 512-
Fixed edge；Fixed edge in 513-；52- concrete casing；521- inner core reinforcing portion；Reinforcing portion outside 522-；523- inner edge is reinforced
Portion；53- fixes counterbore；54- connection counterbore；55- through-hole；56- reinforcing steel bars of wallboards structure-steel framing.
Specific embodiment
It should be noted that in the absence of conflict, the feature in embodiment and embodiment in the present invention can phase
Mutually combination.
In the description of the present invention, it is to be understood that, term " center ", " longitudinal direction ", " transverse direction ", "upper", "lower",
The orientation or positional relationship of the instructions such as "front", "rear", "left", "right", "vertical", "horizontal", "top", "bottom", "inner", "outside" is
It is based on the orientation or positional relationship shown in the drawings, is merely for convenience of description of the present invention and simplification of the description, rather than instruction or dark
Show that signified device or element must have a particular orientation, be constructed and operated in a specific orientation, therefore should not be understood as pair
Limitation of the invention.In addition, term " first ", " second " etc. are used for description purposes only, it is not understood to indicate or imply phase
To importance or implicitly indicate the quantity of indicated technical characteristic.The feature for defining " first ", " second " etc. as a result, can
To explicitly or implicitly include one or more of the features.In the description of the present invention, unless otherwise indicated, " multiple "
It is meant that two or more.
In the description of the present invention, it should be noted that unless otherwise clearly defined and limited, term " installation ", " phase
Even ", " connection " shall be understood in a broad sense, for example, it may be being fixedly connected, may be a detachable connection, or be integrally connected；It can
To be mechanical connection, it is also possible to be electrically connected；It can be directly connected, can also can be indirectly connected through an intermediary
Connection inside two elements.For the ordinary skill in the art, above-mentioned term can be understood by concrete condition
Concrete meaning in the present invention.
The present invention will be described in detail below with reference to the accompanying drawings and embodiments.
Embodiment one
A kind of assembled architecture, including ground 1, concrete column 2, concrete beam 3 and reinforcement 4；
The ground 1 includes the foundation pile 11 for being fixedly arranged on ground and being placed in Architectural fringes, and 11 side wall of foundation pile is opened
There is beam fixation hole 12, the reinforcement 4 can be inserted into beam fixation hole 12, and the beam fixation hole 12 can be opened in 11 side wall of foundation pile
Top, or open in the middle part of 11 side wall of foundation pile, 4 end of reinforcement is equipped with the reinforcement block 41 of wedge shape, and reinforcement block 41
A lateral section far from reinforcement 4 is gradually increased, corresponding, and the beam fixation hole 12 is cut close to the side of 11 axis of foundation pile
Face is gradually increased, and one prevents reinforcement 4 and foundation pile 11 when earthquake or construction generate vibration to be detached from；
11 top center of foundation pile is provided with concrete column fixation hole 13, and 2 bottom end of concrete column can be inserted into concrete column fixation hole 13
It is interior, and the gap between concrete column 2 and fixation hole is filled by pitch, so that concrete column 2 connect firm, the concrete column with foundation pile 11
2 sidewalls verticals extend outward bracket 23, and 3 both ends of concrete beam are provided with spliced eye 31, and the bracket 23 can be inserted into grafting
In hole 31, and utilize the gap between pitch filling bracket 23 and spliced eye 31；
The every concrete column 2 includes upper interconnecting piece 21 for connecting with top concrete column 2 and is used for and lower section concrete column 2 connects
The lower interconnecting piece 22 connect, and can be mutually inserted per two adjacent interconnecting pieces, institute simultaneously passes through connector and/or built-in fitting (26,27)
Be mutually spirally connected or weld so that upper and lower two concretes column 2 is fixed.
Metope is made using materials such as filling bricks between the concrete column 2, concrete beam 3 and reinforcement 4, and is installed on metope
Multiple heat-insulation wall plates 5, the concrete column 2, concrete beam 3 and reinforcement 4 include opening in the wallboard fixing groove at the stupefied place in length direction side, institute
Stating and surrounding wallboard includes heat insulation inner core 51, and the heat insulation inner core 51 includes the inner core body 511 of plate, the heat insulation inner core 51 1
The two edges in face extend outward to form external retaining brim 512, and the other two edges of the another side of the heat insulation inner core 51 extend outwardly
Interior fixed edge 513 out, and the two edges of the interior fixed edge 513 are adjacent, the two edges of external retaining brim 512 are adjacent, the heat preservation
52 layers of concrete casing are also enclosed with outside wallboard 5,52 layers of the concrete casing includes the inner core for wrapping up heat insulation inner core 51
The inner core reinforcing portion 521 of ontology 511 and outside reinforcing portion 522 for wrapping up external retaining brim 512 and for wrapping up interior fixation
The inner edge reinforcing portion 523 on side 513, the outside reinforcing portion 522 are provided with the inner edge holding tank that can accommodate inner edge reinforcing portion 523, institute
It states inner edge reinforcing portion 523 and is provided with the outside holding tank that can accommodate outside reinforcing portion 522, and when the installation heat-insulation wall plate 5 on metope
When, the outside reinforcing portion 522 of first piece of heat-insulation wall plate 5 can be inserted into 5 fixing groove of heat-insulation wall plate of concrete column 2, concrete beam 3 and reinforcement 4
In, the inner edge reinforcing portion 523 of second piece of heat-insulation wall plate 5 can be inserted into the inner edge holding tank of first block of wallboard, and with first piece of wall
There are gap between the outside reinforcing portion 522 of plate, filling seal rubber prevents water from flowing into from gap intracavitary in the gap, right
Cavity causes to corrode, and multiple connection counterbores 54 are provided in the outside reinforcing portion 522, are provided in the inner edge reinforcing portion 523 more
A through-hole 55, and reinforced outside the connection counterbore 54 and second piece of insulation board in the outside reinforcing portion 522 of first piece of heat-insulation wall plate 5
Through-hole 55 in portion 522 corresponds, i.e., the described connection counterbore 54 and through-hole 55 about 511 central symmetry of inner core body so that
It obtains the axis of connection counterbore 54 and through-hole 55 during installing heat-insulation wall plate 5 to be on same straight line, and the outside reinforces
Connection counterbore 54 in portion 522 passes through external retaining brim 512, and the through-hole 55 in inner edge reinforcing portion 523 passes through interior fixed edge 513；
Reinforcing steel bars of wallboards structure-steel framing 56, the reinforcing steel bars of wallboards structure-steel framing are equipped in the concrete casing 52 of the heat-insulation wall plate 5
56 are set to 51 two sides of heat insulation inner core, and the reinforcing bar in reinforcing steel bars of wallboards structure-steel framing 56 intersects and reticulates.
The heat-insulation wall plate 5 is provided with multiple fixed counterbores 53 along 51 edge of heat insulation inner core, and the metope is equipped with multiple pre-
Stay bolt, each fixed counterbore 53 is fixedly connected for heat-insulation wall plate 5 with metope with a reserved bolt to corresponding.
The material of the heat insulation inner core 51 can be the encirclement material such as styrofoam and be made.
Door and window reserved opening is provided on the heat-insulation wall plate 5, the inner wall of the door and window reserved opening is equipped with multiple for fixing
The pre-embedded bolt of door and window.
The upper interconnecting piece 21 of the concrete column 2 includes upper joint face, and the lower interconnecting piece 22 of the concrete column 2 includes lower joint face,
And the upper and lower joint face can be bonded to each other, the upper and lower joint face is equipped with prefabricated component, and the area of the prefabricated component
Greater than the area of 2 cross section of concrete column, and the prefabricated component is provided with multiple through-holes 55 along edge, and two prefabricated components can be welded to each other or benefit
Through-hole 55 is passed through with bolt to be spirally connected；The lower interconnecting piece 22 further includes connection-peg 212, and the upper interconnecting piece 21 further includes interface
222, and when two concrete columns 2 are coaxially connected, it is located above the connection-peg 212 of concrete column 2 and is located below the interface of concrete column 2
222 correspond to each other；
The concrete column 2 further includes the concrete column ontology 25 between two interconnecting pieces, is equipped with concrete column reinforcing bar knot in the concrete column 2
Framework 24, the concrete column bar construction frame 24 include the concrete column longitudinal bar group and concrete tie reinforcing bar along the setting of 2 length direction of concrete column
Group, the concrete column longitudinal bar group include be placed in the intrinsic ontology longitudinal bar 241 of concrete column and one end be placed in it is another in connection-peg 212
End extends upwardly to the grafting longitudinal bar 242 in concrete column ontology 25, and the concrete tie reinforcing bar group includes being placed in concrete column ontology 25
For connecting the ontology hoop reinforcing steel bar 243 of ontology longitudinal bar 241 and being placed in connection-peg 212 for connecting inserting for grafting longitudinal bar 242
Connector hoop reinforcing steel bar 242, the ontology hoop reinforcing steel bar 243 extend upwardly to 222 side of interface, to reinforce concrete column 2 at interface 222
Intensity.
The material of the reinforcement 4 is steel.
The concrete column bar construction frame 24 further includes bracket reinforced frame 231, and one end of the bracket reinforced frame 231 is placed in ox
In leg 23, the other end extends into concrete column ontology 25 and welds with more basic body longitudinal bars 241.
The multiple foundation piles 11 of concrete constructions first are utilized at 1 edge of building lot in the construction process, it will using reinforcement 4
Foundation pile 11 connects, and using pitch that reinforcement 4 and foundation pile 11 is fixed；The concrete column that concrete column 2 is inserted into foundation pile 11 is fixed
The interface 222 of 2 end of gap and concrete column between concrete column fixation hole 13 and foundation pile 11 is filled in hole 13 and using pitch,
And more concrete columns 2 are connected with each other using interconnecting piece according to building height, and using connection-peg 212 during connection and in advance
Welding between embedded part (26,27) or the fixation that is spirally connected, so that two concrete columns 2 are fixed, it will using the bracket 23 on concrete beam 3 and concrete column 2
Concrete column 2 connects, and builds up the frame of building, using the gap later between green stone brick or bluestone board fill frame, forms wall
Heat-insulation wall plate 5 is fixed in face on metope as needed.
Embodiment two
The lower interconnecting piece 22 of the concrete column 2 includes the middle grafting block along the grafting that 2 axis of concrete column extends downwardly out and is set to
Secondary grafting block at close 2 seamed edge of concrete column of middle grafting block side, interconnecting piece 21 is provided with energy along 2 axis of concrete column on the concrete column 2
The middle interface 222 of grafting block in receiving, and the secondary interface gone out set on middle 222 side of interface close to 2 seamed edge of concrete column
222, the pair side of the interface 222 far from 2 axis of concrete column is stupefied equipped with upper built-in fitting 26, and the grafting block is to corresponding
Side is stupefied to be equipped with lower built-in fitting 27, the pair interface 222 when concrete column 2 is installed in grafting block 2121 and middle interface 222 use
It is located along the same line in two concrete columns 2 of guarantee, secondary grafting block 2122 can reinforce concrete when building is vibrated with secondary interface 222
2 shock resistance of column, and in connection above and below built-in fitting 27 correspond to each other, can pass through and be welded and fixed, or by across setting and built-in fitting
The connector of (26,27) is fixed.
Embodiment three
The lower interconnecting piece 22 of the concrete column 2 includes the middle grafting block along the grafting that 2 axis of concrete column extends downwardly out and is set to
Secondary grafting block in the middle part of close 2 side of concrete column of middle grafting block side, interconnecting piece 21 is provided with along 2 axis of concrete column on the concrete column 2
The middle interface 222 of grafting block in capable of accommodating, and the secondary grafting set on middle 222 side of interface in the middle part of 2 side of concrete column
Mouthfuls 222, the side of the pair grafting block far from 2 axis of concrete column is stupefied equipped with lower built-in fitting 27, and the interface 222 is to correspondence
Side it is stupefied be equipped with upper built-in fitting 26, the pair interface 222 when concrete column 2 is installed in grafting block 2121 and middle interface 2221
For guaranteeing that two concrete columns 2 are located along the same line, secondary grafting block 2122 can add with secondary interface 2222 when building is vibrated
Strong 2 shock resistance of concrete column, and in connection above and below built-in fitting (26,27) correspond to each other, can pass through and be welded and fixed, or by across setting
It is fixed with the connector of built-in fitting (26,27).
The section of the middle grafting block 2121 and secondary grafting block 2122 forms class " ten " font.
The foregoing is merely illustrative of the preferred embodiments of the present invention, is not intended to limit the invention, all in essence of the invention
Within mind and principle, any modification, equivalent replacement, improvement and so on be should all be included in the protection scope of the present invention.
Claims (10)
1. a kind of assembled architecture, it is characterised in that: including
Ground (1) comprising multiple foundation piles (11) are provided with beam fixation hole (12) on foundation pile (11) side wall, and top is opened
There is concrete column (2) fixation hole (13) straight down；
More reinforcements (4), both ends are equipped with reinforcement block (41), the reinforcement (4) can across set with two foundation piles (11) it
Between, and reinforcement block (41) is inserted into two fixation holes；
Concrete beam (3), both ends are provided with spliced eye (31) along its length；
It is vertically arranged at least one concrete column (2) above each foundation pile (11), and the bottom end of concrete column (2) can be inserted into concrete column
(2) in fixation hole (13)；
The concrete column (2) includes concrete column (2) ontology, and concrete column (2) the ontology both ends, which are respectively provided with, connects two concrete columns (2)
Upper interconnecting piece (21) and lower interconnecting piece (22), concrete column (2) side wall extends outward bracket (23), bracket (23) energy
It is inserted into the spliced eye (31) of concrete beam (3) end.
2. a kind of assembled architecture according to claim 1, it is characterised in that: the lower interconnecting piece (22) includes concrete column
(2) connection-peg (212) extended downwardly out, the upper interconnecting piece (21) include opening in the interface (222) of concrete column (2) end,
And the section of the connection-peg (212) and the section of interface (222) are similar.
3. a kind of assembled architecture according to claim 2, it is characterised in that: be equipped with concrete column reinforcing bar in the concrete column (2)
Structure-steel framing (24), the concrete column bar construction frame (24) include being parallel to each other and indulging along the grafting of concrete column (2) length direction setting
Reinforcing bar (242) and ontology longitudinal bar (241), the ontology longitudinal bar (241) are placed in concrete column (2) ontology, and steel is indulged in the grafting
One end of muscle (242) is placed in connection-peg (212), and the other end extends upwardly in concrete column (2) ontology.
4. a kind of assembled architecture according to claim 3, it is characterised in that: the grafting in the connection-peg (212) is vertical
Reinforcing bar (242) connects block hoop reinforcing steel bar (244) welding, the ontology longitudinal bar (241) and more basic body hoop reinforcing steel bars with more root cuttings
(243) it welds.
5. a kind of assembled architecture according to claim 3, it is characterised in that: the upper and lower interconnecting piece (21,22) is also wrapped
Include the built-in fitting (26,27) for being placed in concrete column (2) ontology both ends, the ontology longitudinal bar in the built-in fitting (26,27) and concrete column (2)
(241) it welds.
6. a kind of assembled architecture according to claim 3, it is characterised in that: the ontology longitudinal bar (241) is prolonged upwards
It stretches and is placed in interface (222) side, for reinforcing the intensity of interface (222) side concrete column (2).
7. a kind of assembled architecture according to claim 2, it is characterised in that: the connection-peg (212) includes along concrete column
(2) central axes extend outward middle connection-peg (212) and the secondary connection-peg (212) for being placed in middle connection-peg (212) side；
The interface (222) include middle interface (222) corresponding with middle connection-peg (212) and with secondary connection-peg (212)
Corresponding pair interface (222), at the axis for guaranteeing every two concrete columns (2) with same straight line.
8. a kind of assembled architecture according to claim 1, it is characterised in that: be additionally provided with bracket steel in the concrete column (2)
Ledges (231), one end and ontology longitudinal bar (241) of the bracket reinforced frame (231) are welded, and the other end extends outward concrete column
(2) ontology.
9. a kind of assembled architecture according to claim 1, it is characterised in that: the assembled architecture further includes multiple heat preservations
Wallboard (5) comprising
Heat insulation inner core (51) comprising the inner core body (511) of plate, the two edges of the one side of the ontology extend outward two
External retaining brim (512), the another two edges of another side extend outward fixed edge in two (513)；
Concrete casing (52) comprising the inner core reinforcing portion (521) set on ontology two sides, and for wrapping up external retaining brim
(512) outside reinforcing portion (522) and the inner core reinforcing portion (521) for wrapping up interior fixed edge (513)；
Multiple fixed counterbores (53), each fixed counterbore (53) both pass through inner core body (511) and inner core reinforcing portion
(521), and the multiple fixed counterbore (53) is surrounded on heat insulation inner core (51) body edges.
10. a kind of assembled architecture according to claim 9, it is characterised in that: the concrete column ontology (25), reinforcement
(4) and concrete beam (3) side is stupefied is provided with wallboard fixing groove along length direction, and the outside reinforcing portion (522) can be inserted into wallboard
In fixing groove.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201811567396.2A CN109610631A (en) | 2018-12-20 | 2018-12-20 | a prefabricated building |
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201811567396.2A CN109610631A (en) | 2018-12-20 | 2018-12-20 | a prefabricated building |
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| CN109610631A true CN109610631A (en) | 2019-04-12 |
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ID=66010192
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201811567396.2A Pending CN109610631A (en) | 2018-12-20 | 2018-12-20 | a prefabricated building |
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| Country | Link |
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| CN112195949A (en) * | 2020-10-15 | 2021-01-08 | 河北晶通建筑科技股份有限公司 | Dry-type connected foundation beam and prefabricated house |
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