CN209260963U - Assembly concrete abnormity energy-saving wall board - Google Patents

Abstract

The utility model provides a kind of assembly concrete abnormity energy-saving wall board, outer layer is that muti-piece internal layer insulation board is uniformly distributed, and it is separated by internal layer concrete rib, internal layer insulation board is opposite with outer concrete rib, outer layer insulation board is opposite with internal layer concrete rib, vertically connects steelframe, horizontal connection steelframe, vertically connects reinforcing bar, horizontal reinforcement and be respectively positioned in thick middle concrete layer.The effect and advantage of the utility model are connection types using dry construction, simplify construction；Connection is reliable, good integrity, has superior anti-seismic performance, and rigidity is obviously improved, and reduces connector quantity, is obviously improved it and industrializes efficiency, reduce resource and energy consumption, and generalization may be implemented, standardizes.And it is integrated with going along with sb. to guard him etc. to be able to achieve load-bearing.

Description

Assembly concrete abnormity energy-saving wall board

Technical field

The utility model relates to a kind of building energy conservation wall, the assembled coagulation used more particularly to a kind of energy saving building Native abnormity energy-saving wall board.

Background technique

It is that main passes through site-assembled side that assembly concrete building, which refers to the concrete prefabricated element of the factorial production, The concrete structure class building construction of formula design-build.The assembly method of component pours overlapping layer concrete, steel after generally having scene Sleeve grouting connection, welding, mechanical connection and reserving hole overlap joint can be used in pouring concrete connection etc. after muscle anchoring, reinforcing bar connection The ways such as connection.Prefabricated big plate house structural integrity is poor, due to leakage, cracks on floor slab etc., there are many shadows The hidden danger and defect for ringing structure safety and normal use, gradually replaced cast-in-place concrete structure.But with current emerging Many advanced foreign technologies, localized assembled coagulation have especially been introduced in the application of prefabricated concrete structure in recent years Soil structure is built new technology and is just gradually formed.

The application of prefabricated concrete structure becomes current research hot spot again, and all parts of the country continue to bring out out residential housing The new technology of prefabricated concrete structure, new model.Compared with cast-in-situ construction method, assembled reinforced concrete structure, which is conducive to green, to be applied Work reduces pair because fabricated construction can more meet the saving land of green construction, energy conservation, section material, water-saving and environmental protection etc. and require The negative effect of environment, including reduce noise, prevent fugitive dust, reduce environmental pollution, clean transport, reduce place interference, save The resources such as water, electricity, material and the energy, it then follows the principle of sustainable development.Moreover, fabricated construction can be continuously complete in order At multiple or whole processes of engineering, to reduce the engineering machinery type and quantity marched into the arena, when resting of procedure connection is eliminated Between, it realizes interchange operation, reduces construction personnel, be green to improve work efficiency, reduce supplies consumption, reduce environmental pollution Color construction provides safeguard.In addition, fabricated construction, which largely reduces building waste, (accounts for about municipal refuse total amount , such as steel scrap muscle, waste iron wire, useless bamboo wood material, discarded concrete 30% -40%).

Assembly concrete building can be divided into full assembly and part assembly two major classes according to assembling degree height.Full assembly Building is generally limited to low layer or the lower tier building of requirements for fortification against earthquake；Part assembly concrete construction main member is general It is connected using prefabricated components, at the scene by cast-in-place concrete, forms the building of cast in place and precast construction.

China from five sixties of 20th century begin one's study assembly concrete build design and construction technology, form one Serial assembly concrete building system, more typical building system have assembled single storey industry workshop building system, assembly Formula multistory frame building system, assembled large panel building system etc..The application built to assembly concrete the 1980s Reach the period of full bloom, many places in the whole nation all form the integrated assembly concrete industry of design, production and construction and installation Change architectural mode.Assembly concrete is built and becomes two kinds of most important building bodies using the masonry building of prefabricated hollow floor System, application popularization rate is up to 70% or more.Since there are many limitations and deficiency, China for the function and physical property of assembled architecture Assembly concrete architectural design and construction technology R & D Level do not catch up with also social demand and Building technology development variation, To mid-term the 1990s, assembly concrete building is gradually replaced by full cast-in-place concrete building system, at present except dress With formula single storey industry workshop building system using wide outer.The engineer application of other prefabrication systems is few.In advance The globality of earthquake-resistant structure processed and the specialized research of management in design and operation are inadequate, cause its Technical Economy poor.It is to cause The basic reason that precast construction stagnates for a long time.

Utility model content

The purpose of this utility model is to provide a kind of assembly concrete abnormity energy-saving wall boards, and it is mixed mainly to solve assembled The overall coordination performance of solidifying soil sandwich wall, improves energy-efficient performance, using entirety without heat bridge technology and enhancing sleeper system, shows It writes and improves anti-seismic performance, and connector quantity is greatly reduced, simplify construction, be obviously improved it and industrialize efficiency, push China's dress With formula concrete high residential building industrialized development process, resource and energy consumption are reduced.

The utility model is achieved through the following technical solutions:

Assembly concrete abnormity energy-saving wall board, including cross concrete plate body, underbeam ladder interface, upper beam ladder connect Mouth, concrete side scapulet, vertically connect steelframe, horizontal connection steelframe, vertically connect reinforcing bar, vertical installing port, be horizontally mounted mouth, Connect bolt, end ladder sleeper, outer layer insulation board, internal layer insulation board, ladder insulation board, outer concrete cover, interior coagulation Protective soil layer, thick middle concrete layer, outer concrete rib, internal layer concrete rib, horizontal reinforcement, longitudinal overhanging connecting plate；

Cross concrete plate body is integrally in cross, and the upper and lower of cross concrete plate body is symmetrical arranged with horizontal central line Longitudinal overhanging connecting plate, longitudinal overhanging connecting plate is overhanging to the upper and lower part of cross concrete plate body respectively, and cross is mixed The left and right of concrete board body is symmetrical arranged concrete side scapulet with vertical center line, and concrete side scapulet is respectively to cross concrete slab The left and right side of body is overhanging；The horizontal reinforcement of horizontal connection is arranged in the concrete side scapulet of cross concrete plate body；

Underbeam ladder interface is respectively set in cross concrete plate body lower part or so, in the corresponding position of underbeam ladder interface Horizontal connection steelframe is installed, vertical connection steelframe is set among cross concrete plate body lower part；In cross concrete Upper beam ladder interface is respectively set in plate body top or so, and horizontal connection steelframe is arranged in the corresponding position of upper beam ladder interface, The vertical connection reinforcing bar of intermediate setting on cross concrete plate body top, the vertical lower position and vertical installing port for connecting reinforcing bar Position it is corresponding, the vertical top for connecting reinforcing bar is equipped with connection bolt；

Setting is horizontally mounted mouth on the corresponding position of the horizontal connecting hole of horizontal connection steelframe, is horizontally mounted mouth in cross Isosceles trapezoid is projected as in the plane of shape concrete plate body；

Vertical installing port is set on the vertically corresponding position of the vertical connecting hole of connection steelframe, vertical installing port is in cross Isosceles trapezoid is projected as in the plane of shape concrete plate body；

Inside and outside two layers of insulating layer is arranged in assembly concrete abnormity energy-saving wall board, and outer layer is that muti-piece outer layer insulation board is uniform Distribution composition, outer layer insulation board are separated by outer concrete rib, the outer layer insulation board and assembly concrete abnormity section at both ends The outermost end of energy wallboard two sides flushes；In the outer layer of the overhanging connection board ends in longitudinal direction of cross concrete plate body upper and lower part Insulation board is flushed with the outermost end of longitudinal overhanging connecting plate two sides；

Internal layer is that muti-piece internal layer insulation board is uniformly distributed composition, and internal layer insulation board is separated by internal layer concrete rib, internal layer Insulation board is opposite with outer concrete rib, and outer layer insulation board is opposite with internal layer concrete rib, and the internal layer insulation board at both ends replaces with Ladder insulation board, ladder heat preservation of a part of ladder insulation board in longitudinal overhanging connecting plate, in longitudinal overhanging connecting plate The top and bottom of plate are flushed at the top and bottom of longitudinal overhanging connecting plate respectively, and another part of ladder insulation board is in coagulation In native side scapulet, the top and bottom of the ladder insulation board in concrete side scapulet respectively with the top of concrete side scapulet and Bottom flushes, and forms step-like ladder insulation board；The outer end of ladder insulation board is end ladder sleeper, end ladder sleeper Width is 2-5 times of internal layer concrete rib；

It is thick middle concrete layer, internal layer insulation board and outer concrete between internal layer insulation board and outer concrete rib Rib corresponding wall surface side is respectively inner concrete protective layer and outer concrete cover；Inner concrete protective layer and outer mixed The thickness of solidifying protective soil layer is equal, 2-5 times with a thickness of inner concrete protective layer thickness of thick middle concrete layer；

Vertical connection steelframe, horizontal connection steelframe, vertically connection reinforcing bar, horizontal reinforcement are respectively positioned on thick middle concrete layer It is interior.

Further, the vertical connection steelframe includes vertical connection board, vertical applied force dowel, vertical connecting hole, The lower end of several vertical applied force dowels is welded with vertical connection board respectively, and vertical applied force dowel is uniformly distributed, vertically by Power dowel is located on the middle line of vertical connection board, opens up vertical connection at the midpoint of two adjacent vertical applied force dowels Hole.

Further, the horizontal connection steelframe includes horizontal force dowel, side connection board, horizontal connecting hole；If The both ends of dry horizontal force dowel are welded with side connection board respectively, and horizontal force dowel is uniformly distributed, and horizontal force connects It connects muscle to be located on the vertical middle line of side connection board, opens up horizontal connection at the midpoint of two adjacent horizontal force dowels Hole.

The advantages of the utility model with the utility model has the advantages that

The effect and advantage of the utility model are connection types using dry construction, simplify construction；Connection is reliable, whole Property it is good, have superior anti-seismic performance, rigidity is obviously improved, and reduces connector quantity, be obviously improved its industrialize efficiency, drop Low-resource and energy consumption, and generalization may be implemented, it standardizes.And it is integrated with going along with sb. to guard him etc. to be able to achieve load-bearing.

Detailed description of the invention

Fig. 1 is assembly concrete abnormity energy-saving wall board arrangement of reinforcement schematic diagram；

Fig. 2 is assembly concrete abnormity energy-saving wall board floor map；

Fig. 3 is vertical connection steelframe elevational schematic view；

Fig. 4 is vertical connection steelframe floor map；

Fig. 5 is horizontal connection steelframe elevational schematic view；

Fig. 6 is horizontal connection steelframe floor map.

In figure, 1 is cross concrete plate body；2 be underbeam ladder interface；3 be upper beam ladder interface；4 be concrete side Scapulet；5 be vertical connection steelframe；6 be horizontal connection steelframe；7 be vertical connection reinforcing bar；8 be vertical installing port；9 be horizontal peace Fill mouth；10 be connection bolt；11 be end ladder sleeper；12 be outer layer insulation board；13 be internal layer insulation board；14 keep the temperature for ladder Plate；15 be outer concrete cover；16 be inner concrete protective layer；17 be thick middle concrete layer；18 be outer concrete rib； 19 be internal layer concrete rib；20 be horizontal reinforcement；21 be longitudinal overhanging connecting plate；5-1 is vertical connection board；5-2 is vertical Stress dowel；5-3 is vertical connecting hole；6-1 is side connection board；6-2 is horizontal force dowel；6-3 is horizontal connection Hole.

Specific embodiment

In order to further illustrate the utility model, the utility model is retouched in detail with reference to the accompanying drawings and embodiments It states, but they cannot be interpreted as to the restriction to scope of protection of the utility model.

Embodiment: the utility model proposes assembly concrete abnormity energy-saving wall board as shown in Fig. 1 ~ Fig. 6.

Assembly concrete abnormity energy-saving wall board includes cross concrete plate body 1, underbeam ladder interface 2, upper beam ladder Interface 3, concrete side scapulet 4, vertical connection steelframe 5, horizontal connection steelframe 6, vertical connection reinforcing bar 7, vertical installing port 8, water It is flat installing port 9, connection bolt 10, end ladder sleeper 11, outer layer insulation board 12, internal layer insulation board 13, ladder insulation board 14, outer Concrete cover 15, inner concrete protective layer 16, thick middle concrete layer 17, outer concrete rib 18, internal layer concrete rib 19, horizontal reinforcement 20, longitudinal overhanging connecting plate 21；Whole cross concrete plate body 1 is in cross, is up and down longitudinal overhanging Connecting plate 21 respectively upwards, downwards it is overhanging, left and right be concrete side scapulet 4 respectively to the left, it is overhanging to the right；With horizontal central line and erect Straight middle line is symmetrical；Underbeam ladder interface 2 is respectively set in lower part or so, vertical connection steelframe 5 is set among lower part, and on a left side Horizontal connection steelframe 6 is arranged in the corresponding position of bottom right beam ladder interface 2；Upper beam ladder interface 3 is respectively set on top or so, The vertical connection reinforcing bar 7 of intermediate setting on top, the vertical position for connecting reinforcing bar 7 and the vertical vertical connecting hole 5-3 for connecting steelframe 5 Position it is corresponding, and the corresponding position of left and right upper beam ladder interface 3 be arranged horizontal connection steelframe 6；In horizontal connection steelframe 6 Horizontal connecting hole 6-3 corresponding position on be respectively set and be horizontally mounted mouth 9, be horizontally mounted mouth 9 in cross concrete plate body 1 Plane in be projected as isosceles trapezoid, in the horizontal plane be projected as arc；In the vertical connecting hole 5-3 of vertically connection steelframe 5 Vertical installing port 8 is respectively set in corresponding position, and vertical installing port 8 is projected as in the plane of cross concrete plate body 1 Isosceles trapezoid, in the plane be projected as arc.

Insulating layer point is two layers inside and outside, and outer layer is that muti-piece outer layer insulation board 12 is uniformly distributed, and outer layer insulation board 12 is mixed by outer layer Solidifying soil rib 18 separates, and outer layer insulation board 12 is uniformly distributed, and the outer layer insulation board 12 at both ends and assembly concrete abnormity section The outermost end of energy wallboard flushes；In the both ends of the overhanging connecting plate 21 in longitudinal direction of upper and lower part and longitudinal overhanging connecting plate 21 most The outer layer insulation board 12 of outer end flushes；Outer layer is that muti-piece internal layer insulation board 13 is uniformly distributed, and internal layer insulation board 13 is by internal layer coagulation Native rib 19 separates, and internal layer insulation board 13 and outer concrete rib 18 are opposite, outer layer insulation board 12 and 19 phase of internal layer concrete rib Right, the internal layer insulation board 13 at both ends replaces with ladder insulation board 14, and a part of ladder insulation board 14 is in longitudinal overhanging connecting plate In 21, top and longitudinal overhanging connecting plate 21 are contour, and a part is in concrete side scapulet 4, top and concrete side scapulet 4 etc. Height forms step-like ladder insulation board 14；The outer end at the both ends of ladder insulation board 14 is end ladder sleeper 11, end rank The width of terraced sleeper 11 is 2-5 times of internal layer concrete rib 19；In between internal layer insulation board 13 and outer concrete rib 18 being Between thick concrete layer 17, the corresponding wall surface side of internal layer insulation board 13 and outer concrete rib 18 is respectively that inner concrete is protected Sheath 16 and outer concrete cover 15；Inner concrete protective layer 16 is equal with the thickness of outer concrete cover 15, thick middle 2-5 times with a thickness of 16 thickness of inner concrete protective layer of concrete layer 17；Vertical connection steelframe 5, erects horizontal connection steelframe 6 It is respectively positioned in thick middle concrete layer 17 to connection reinforcing bar 7, horizontal reinforcement 20.

The vertical connection steelframe 5 mainly includes vertical connection board 5-1, vertical applied force dowel 5-2, vertical connecting hole 5-3, the lower end of several vertical applied force dowel 5-2 are welded with vertical connection board 5-1 respectively, and vertical applied force dowel 5-2 is excellent It is first uniformly distributed, vertical applied force dowel 5-2 is located on the middle line of vertical connection board 5-1, in two adjacent vertical applied forces The midpoint of dowel 5-2 and vertical connection board 5-1 solder joint, vertical connecting hole 5-3.

The horizontal connection steelframe 6 mainly includes horizontal force dowel 6-1, side connection board 6-2, horizontal connecting hole 6- 3；The both ends of several horizontal force dowel 6-1 are welded with side connection board 6-2 respectively, and horizontal force dowel 6-1 is preferentially equal Even distribution, horizontal force dowel 6-1 are located on the vertical middle line of side connection board 6-2, connect in two adjacent horizontal forces The midpoint for connecing the solder joint of muscle 6-1 and side connection board 6-2, opens up horizontal connecting hole 6-3.

The above is only the preferred embodiment of the utility model, it is noted that for the common skill of the art For art personnel, without departing from the principle of this utility model, several improvements and modifications can also be made, these improve and Retouching also should be regarded as the protection scope of the utility model.

Claims (3)

1. assembly concrete abnormity energy-saving wall board, including cross concrete plate body (1), underbeam ladder interface (2), upper beam rank Terraced interface (3), concrete side scapulet (4) vertically connect steelframe (5), horizontal connection steelframe (6), vertically connect reinforcing bar (7), is perpendicular To installing port (8), it is horizontally mounted mouth (9), connection bolt (10), end ladder sleeper (11), outer layer insulation board (12), internal layer guarantor Warm plate (13), ladder insulation board (14), outer concrete cover (15), inner concrete protective layer (16), thick middle concrete layer (17), outer concrete rib (18), internal layer concrete rib (19), horizontal reinforcement (20), longitudinal overhanging connecting plate (21)；Its feature It is:

Cross concrete plate body (1) is integrally in cross, upper and lower symmetrically being set with horizontal central line of cross concrete plate body (1) Longitudinal overhanging connecting plate (21) is set, longitudinal overhanging connecting plate (21) is respectively to the upper and lower part of cross concrete plate body (1) Overhanging, the left and right of cross concrete plate body (1) is symmetrical arranged concrete side scapulet (4), concrete side scapulet with vertical center line (4) overhanging to the left and right side of cross concrete plate body (1) respectively；The concrete side shoulder of cross concrete plate body (1) The horizontal reinforcement (20) of horizontal connection is arranged in plate (4)；

Underbeam ladder interface (2) is respectively set in cross concrete plate body (1) lower part or so, it is right in underbeam ladder interface (2) Position setting horizontal connection steelframe (6) answered, vertical connection steelframe (5) of setting among cross concrete plate body (1) lower part； Upper beam ladder interface (3) is respectively set on cross concrete plate body (1) top or so, it is corresponding in upper beam ladder interface (3) Horizontal connection steelframe (6) are arranged in position, and vertical connection reinforcing bar (7) of intermediate setting on cross concrete plate body (1) top is erected Lower position to connection reinforcing bar (7) is corresponding with the position of vertical installing port (8), and the top for vertically connecting reinforcing bar (7) is equipped with It connects bolt (10)；

Setting is horizontally mounted mouth (9) on the corresponding position of the horizontal connecting hole (6-3) of horizontal connection steelframe (6), is horizontally mounted Mouth (9) is projected as isosceles trapezoid in the plane of cross concrete plate body (1)；

Vertical installing port (8) are set on the vertically corresponding position of the vertical connecting hole (5-3) of connection steelframe (5), it is vertical to install Mouth (8) is projected as isosceles trapezoid in the plane of cross concrete plate body (1)；

Inside and outside two layers of insulating layer is arranged in assembly concrete abnormity energy-saving wall board, and outer layer is that muti-piece outer layer insulation board (12) is uniform Distribution composition, outer layer insulation board (12) are separated by outer concrete rib (18), the outer layer insulation board (12) and assembled at both ends The outermost end of concrete profiled energy-saving wall board two sides flushes；Longitudinal direction in cross concrete plate body (1) upper and lower part is overhanging The outer layer insulation board (12) at connecting plate (21) both ends is flushed with the outermost end of longitudinal overhanging connecting plate (21) two sides；

Internal layer is that muti-piece internal layer insulation board (13) is uniformly distributed composition, and internal layer insulation board (13) is separated by internal layer concrete rib (19) Open, internal layer insulation board (13) and outer concrete rib (18) relatively, outer layer insulation board (12) and internal layer concrete rib (19) relatively, The internal layer insulation board (13) at both ends replaces with ladder insulation board (14), and a part of ladder insulation board (14) is in longitudinal overhanging connection In plate (21), the top and bottom of the ladder insulation board (14) in longitudinal overhanging connecting plate (21) respectively with longitudinal overhanging connection Plate flushes at the top and bottom of (21), and another part of ladder insulation board (14) is in concrete side scapulet (4), in concrete side The top and bottom of ladder insulation board (14) in scapulet (4) are flushed at the top and bottom of concrete side scapulet (4) respectively, shape At step-like ladder insulation board (14)；The outer end of ladder insulation board (14) is end ladder sleeper (11), end ladder sleeper (11) width is 2-5 times of internal layer concrete rib (19)；

It is thick middle concrete layer (17), internal layer insulation board (13) between internal layer insulation board (13) and outer concrete rib (18) It is respectively inner concrete protective layer (16) and outer concrete cover with outer concrete rib (18) corresponding wall surface side (15)；The thickness of inner concrete protective layer (16) and outer concrete cover (15) is equal, the thickness of thick middle concrete layer (17) Degree is 2-5 times of inner concrete protective layer (16) thickness；

Vertical connection steelframe (5), horizontal connection steelframe (6), vertically connection reinforcing bar (7), horizontal reinforcement (20) are respectively positioned on thick middle In concrete layer (17).

2. assembly concrete abnormity energy-saving wall board according to claim 1, which is characterized in that the vertical connection steelframe It (5) include vertical connection board (5-1), vertical applied force dowel (5-2), vertical connecting hole (5-3), several vertical applied force connections The lower end of muscle (5-2) is welded with vertical connection board (5-1) respectively, and vertical applied force dowel (5-2) is uniformly distributed, vertical applied force Dowel (5-2) is located on the middle line of vertical connection board (5-1), in two adjacent vertical applied force dowels (5-2) Point opens up vertical connecting hole (5-3).

3. assembly concrete abnormity energy-saving wall board according to claim 1, which is characterized in that the horizontal connection steelframe It (6) include horizontal force dowel (6-1), side connection board (6-2), horizontal connecting hole (6-3)；Several horizontal force dowels The both ends of (6-1) are welded with side connection board (6-2) respectively, and horizontal force dowel (6-1) is uniformly distributed, horizontal force connection Muscle (6-1) is located on the vertical middle line of side connection board (6-2), at the midpoint of two adjacent horizontal force dowels (6-1) Open up horizontal connecting hole (6-3).