CN104110096B - The construction method in the wall building part of Prefabricated building plate and formation and building room and building room - Google Patents
The construction method in the wall building part of Prefabricated building plate and formation and building room and building room Download PDFInfo
- Publication number
- CN104110096B CN104110096B CN201410381272.0A CN201410381272A CN104110096B CN 104110096 B CN104110096 B CN 104110096B CN 201410381272 A CN201410381272 A CN 201410381272A CN 104110096 B CN104110096 B CN 104110096B
- Authority
- CN
- China
- Prior art keywords
- tie beam
- collar tie
- hole
- groove
- joint bar
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Active
Links
Abstract
The invention discloses Prefabricated building plate, comprise aerated concrete panel, the rear end face of aerated concrete panel is provided with rear end face groove, the front end face of aerated concrete panel is provided with front end and protrudes, the both sides of aerated concrete panel are respectively arranged with both sides and protrude, also comprise precast concrete channel plate, the upper surface of precast concrete channel plate is provided with the groove consistent with aerated concrete panel shape, aerated concrete panel embeds in this groove, the rear medial surface of groove is provided with rear inner side and protrudes, the anteromedial surface of groove is provided with front inboard groove, two medial surfaces of groove are provided with two inboard grooves separately, rear inner side is protruded insertion rear end face groove and is formed embedded cooperation, and before insertion is protruded in front end, inboard groove forms embedded cooperation, and both sides are protruded insertion two inboard groove and formed embedded cooperation, solving gas concrete sheet material shrinks comparatively large, and shortcoming easy to crack in using, alleviates weight and the steel using amount of concrete component simultaneously.
Description
Technical field
The present invention relates to structural slab for building, specifically the body of wall part of Prefabricated building plate and formation and the construction method in building room and building room.
Background technology
Present status in China:
Body of wall is divided into two classes, masonry and sheet material.This technology belongs to sheet material class.
Internal sheet metal is divided into light weight board and precast concrete sheet material.Light weight board can not use as structure, only for the heat insulating material of internal partition wall or masonry (sheet material) exterior wall.Precast concrete sheet material mainly Sandwich board, namely external surface and inner surface all adopt concrete prefabricated element, light heat insulation material is pressed from both sides between two-layer component, though the type sheet material has good heat-insulating property and endurance quality, but there is larger potential safety hazard in the connection between two-layer component, the weight of component is comparatively large, steel using amount is comparatively large, in safety and economy, all there is larger problem.
Summary of the invention
The object of the present invention is to provide Prefabricated building plate, the present invention utilizes aerated concrete panel material lighter weight, the good advantage of heat-insulating property, adopt precast concrete frid as primary structure member and maintenance component, solving gas concrete sheet material shrinks larger, shortcoming easy to crack in using, alleviates weight and the steel using amount of concrete component simultaneously.
Object of the present invention is achieved through the following technical solutions: Prefabricated building plate, comprise aerated concrete panel, the rear end face of aerated concrete panel is provided with rear end face groove, the front end face of aerated concrete panel is provided with front end and protrudes, the both sides of aerated concrete panel are respectively arranged with both sides and protrude, also comprise precast concrete channel plate, the upper surface of precast concrete channel plate is provided with the groove consistent with aerated concrete panel shape, aerated concrete panel embeds in this groove, the rear medial surface of groove is provided with rear inner side and protrudes, the anteromedial surface of groove is provided with front inboard groove, two medial surfaces of groove are provided with two inboard grooves separately, rear inner side is protruded insertion rear end face groove and is formed embedded cooperation, and before insertion is protruded in front end, inboard groove forms embedded cooperation, and both sides are protruded insertion two inboard groove and formed embedded cooperation, the left-external side of precast concrete channel plate is provided with outside and protrudes, and the right outside side of precast concrete channel plate is provided with outside groove.
When Prefabricated building plate uses as body of wall part, the front end face of precast concrete channel plate and rear end face are provided with connecting through hole A, and left-external side and the right outside side of precast concrete channel plate are provided with connecting through hole B.
When Prefabricated building plate does the use of flooring part, be provided with the joint bar through hole running through upper surface to lower surface from the upper surface of precast concrete channel plate, left-external side and the right outside side of precast concrete channel plate are provided with connecting through hole B.
The connecting through hole A being positioned at rear end face penetrates into rear inner side and protrudes, and the connecting through hole A being positioned at front end face penetrates into front inboard groove; Connecting through hole B and the right lateral connecting through hole B of left-external side all penetrate into two inboard grooves.
The trend that rear end face groove and front end are protruded is pointed to the right direction of precast concrete channel plate, and both sides are protruded and outside is protruded and the trend of outside groove is pointed to the rear end face of precast concrete channel plate.
The Prefabricated building plate that the present invention is arranged is applicable to external wall, interior wall and floor.Its technical characterstic is:
1, Prefabricated building plate is combined to form by aerated concrete panel embedding precast concrete channel plate, and overall performance is good, and structural strength is high, lightweight.
2, Prefabricated building plate side leaves connecting hole, and screw rod etc. can be adopted to carry out the connection of component, i.e. connecting through hole A, the connecting through hole B of precast concrete channel plate setting.
3, jack is left at the upper and lower two ends of Prefabricated building plate, and joint bar etc. can be adopted to be connected with structure, the joint bar through hole that precast concrete channel plate is arranged.
4, reserved steel bar on prefabricated units can be adopted between Prefabricated building plate with cast-in-situ concrete to be connected.
5, the left-external side of the precast concrete channel plate of Prefabricated building plate is provided with outside protrusion, and the right outside side of precast concrete channel plate is provided with outside groove, is convenient to the mutual snapping of contiguous prefabricated concrete trough slab.
6, aerated concrete panel side is made into concave-convex respectively, and the rear medial surface of the groove of precast concrete channel plate is provided with rear inner side and protrudes, and the anteromedial surface of groove is provided with front inboard groove, and two medial surfaces of groove are provided with two inboard grooves separately; Rear inner side is protruded insertion rear end face groove and is formed embedded cooperation.
7, metal or nonmetallic connectors is adopted to be connected between aerated concrete panel with precast concrete channel plate.
Said structure utilizes aerated concrete panel material lighter weight, the good advantage of heat-insulating property, adopt precast concrete frid as primary structure member and maintenance component, solving gas concrete sheet material shrinks larger, shortcoming easy to crack in using, alleviates weight and the steel using amount of concrete component simultaneously.The protrusion groove of the protrusion in the groove of precast concrete channel plate and groove and aerated concrete panel side is utilized to form Embedded being connected, the close connection of both guarantees and structural strength.Because the two adopts the Embedded combination of groove, this structure possesses the Structural strength calls of precast concrete frid, intensity is high, this structure can use as the structure of building, and simultaneously because aerated concrete panel is embedded in precast concrete channel plate, the therefore weight of total.
After Prefabricated building plate is combinationally used, the floor slab structure for building and wall body structure can be formed, be referred to as wall building part, therefore, in order to make the overall performance of body of wall part good, structural strength is high, wall building part comprises body of wall part and flooring part, body of wall part comprises the Prefabricated building plate described at least 2, contiguous prefabricated construction panel is arranged side by side, the outside groove inserting and be positioned on the right side of the Prefabricated building plate adjacent with it of left side is protruded in outside on the left of any one piece of Prefabricated building plate, connecting through hole B between adjacent two Prefabricated building plates is relative one by one, and adopt screw member to insert the connection forming adjacent two Prefabricated building plates in connecting through hole B, flooring pieces comprises the Prefabricated building plate described at least 2, contiguous prefabricated construction panel is arranged side by side, the outside groove inserting and be positioned on the right side of the Prefabricated building plate adjacent with it of left side is protruded in outside on the left of any one piece of Prefabricated building plate, and the connecting through hole B between adjacent two Prefabricated building plates one by one relatively and adopt screw member to insert the connection forming adjacent two Prefabricated building plates in connecting through hole B.
In existing low residential building, the structural system generally adopted mainly concentrates on masonry structure, which includes brickwork, concrete block and some other non-sintered masonry etc., the craft that its mode of construction remains traditional is built by laying bricks or stones, because such structural damage form belongs to brittle fracture, the ability resisting larger antidetonation is poor, and therefore, standard-required adopts cast-in-situ concrete constructional column and collar tie beam to strengthen its anti-seismic performance.Masonry structure makes the mode of building by laying bricks or stones by hand make its construction quality uneven in a large number, is difficult to effective guarantee.Floor structure, at present in cast-in-place mode, needs a large amount of templates and scaffold in work progress, causes working measure costly, and is difficult to commodity in use concrete due to some areas, and the concrete quality stirred at the scene is also comparatively difficult to ensure its quality of card.Once the prefabricated hollow floor used in a large number in the seventies in last century to the mid-90, then due to plate and body of wall and do not have clear and definite connected mode between plate and plate, causes its flooring globality poor.
In order to adapt to the needs of low residential building development, lightweight steel construction system (containing light gauge cold-formed steel shape), the timber structural system etc. in addition of application at present.System of Housings with Light Steel Structure have lightweight, anti-seismic performance good, assemblingization degree advantages of higher, but price is poor compared with high, that working service requirement is high, the factors such as consumption habit gap is large, fireproof performance is poor of living with the common people cause this system acceptance, is used for greatly the construction of high-end villa.
Wooden construction low story dwelling is a kind of properties system all preferably, and timber is also a kind of resource of recyclable recycling, but depends on import due to technology and material, and the cost of wooden house is high, be difficult to be widely used in a short time.
The building room that wall building part is formed, form primarily of multiple floor collar tie beam and ground collar tie beam and at least 4 constructional columns, floor collar tie beam and ground collar tie beam are arranged between adjacent formation post, also comprise described wall building part, between contiguous floors collar tie beam or between floor collar tie beam and ground collar tie beam, described body of wall part is installed, described flooring part installed by floor collar tie beam and ground collar tie beam; When body of wall part is installed, adopt screw member to insert constructional column, screw member inserts the outermost connecting through hole B of body of wall part simultaneously, and adopt joint bar to insert floor collar tie beam and ground collar tie beam, joint bar also inserts in the connecting through hole A of body of wall part; When flooring part is installed, adopt joint bar to insert the joint bar through hole of flooring part, joint bar is also inserted in floor collar tie beam and ground collar tie beam, also comprises prestressed reinforcement, and prestressed reinforcement is penetratingly after collar tie beam and floor collar tie beam, and prestressed reinforcement two ends are through adjacent 2 constructional columns.
The construction method in described building room: comprise the following steps:
Step 1: complete house foundation construction;
Step 2: carry out unwrapping wire on house foundation, determines the installation site of constructional column, body of wall part, flooring part;
Step 3: build constructional column in constructional column position, arranges ground collar tie beam between constructional column, and the full flooring part on collar tie beam upper berth, ground, adopts joint bar through the joint bar through hole of flooring part, and is fixed on by joint bar in ground collar tie beam; Ground collar tie beam is installed body of wall part, inserts constructional column by screw member, make screw member insert the outermost connecting through hole B of body of wall part, adopt joint bar to insert ground collar tie beam and make joint bar insert in connecting through hole A; Then between adjacent formation post, above body of wall part, floor collar tie beam is installed, adopt joint bar to insert floor collar tie beam and make joint bar insert in connecting through hole A, in floor collar tie beam and ground collar tie beam, penetrate prestressed reinforcement, make prestressed reinforcement two ends start prestressed reinforcement of tensioning through after adjacent 2 constructional columns;
Step 4: be paved with flooring part on floor collar tie beam, adopt joint bar through the joint bar through hole of flooring part, and joint bar is fixed in floor collar tie beam, floor collar tie beam is installed body of wall part, constructional column is inserted by screw member, make screw member insert the outermost connecting through hole B of body of wall part, adopt joint bar to insert floor collar tie beam and make joint bar insert in connecting through hole A; Then between adjacent formation post, install the floor collar tie beam of one deck above body of wall part, joint bar is adopted to insert the floor collar tie beam of last layer and make joint bar insert in connecting through hole A, in the floor collar tie beam of last layer, penetrate prestressed reinforcement, make prestressed reinforcement two ends start prestressed reinforcement of tensioning through after adjacent 2 constructional columns;
Step 5: last layer repeats the program of step 4;
Step 6: excision exposes prestressed reinforcement, carries out grouting treatment to each hole and gap.
Generally speaking, namely the building room that wall building part is formed is a kind of infrastructure system, infrastructure system is made up of two kinds of basic building blocks, the i.e. constructional column of rectangle and the wall building part (containing body of wall part and flooring part) of collar tie beam (containing ground collar tie beam and floor collar tie beam) and Prefabricated building plate combination formation, can design according to unified specification during the size design of the constructional column of rectangle and collar tie beam (containing ground collar tie beam and floor collar tie beam), reduce the kind of component; Prefabricated building plate embeds precast concrete channel plate by aerated concrete panel and is combined to form, when Prefabricated building plate uses as side fascia, precast concrete channel plate outwardly, namely the notch direction of precast concrete channel plate is pointed to indoor, to solve gas concrete waterproof problem and to be convenient to advancing equipment pipeline in the aerated concrete panel of inner side; When using as floor, the surface of precast concrete channel plate is downward, and namely the notch direction of precast concrete channel plate upwards, to be convenient in upper sheaf space advancing equipment pipeline in aerated concrete panel, in order to waterproof, the notch direction of the precast concrete channel plate of the floor part of most top layer is downward.The connection of all components all adopts dry method to connect, method of attachment in the present invention has three kinds, i.e. bolt connection, joint bar connect and are connected with prestressed reinforcement stretch-draw, bolt connects the connection being used for wallboard and wallboard, floor and floor, wallboard and constructional column, joint bar connects the connection being used for collar tie beam and wallboard, floor and collar tie beam, the effect that prestressed reinforcement stretch-draw connects is similar to the effect of steel bar rod in seismic hardening, for improving whole building and anti-seismic performance, and the collar tie beam of segmentation is connected for overall.
Use of the present invention needs to design with reference to the requirement of national standard to masonry structure.Generally, can the design document of non-individual to be built according to standardized design document, standardized design document should specify the applicable elements of building, such as simple and easy board house.
Advantage of the present invention:
Compared with the composite board adopted at present, this patent product combines gas concrete sheet material (bulk) and the advantage of precast unit, has following characteristics: 1, the connection of sheet material and building structure is more convenient, more reliable; 2, overcome gas concrete and in use shrink shortcoming that is comparatively large, that be unsuitable for wet environment use; 3, make use of the intensity of gas concrete self, alleviate that similar Sandwich board weight is large, the shortcoming of high material consumption.
The invention belongs to full assembling system and construction method, whole building course except grouting except without situ wet operation; The member unit type of the present invention's composition is few, and only have rectangular beam (post) and grooved composite plate two kinds of components, the template type of structure manufacture is few, and it is low that template fixes amortization charge; The grooved composite plate that the present invention adopts combines that supporter intensity is high, the advantage of obturator good heat insulating, has good energy-saving effect; With bolts between component, the pre-applied force applied by bolt can ensure the compactness that connects between component and globality; By configuring prestressed reinforcement and Shi Hanzhang in floor collar tie beam, improve globality and the anti-seismic performance of building; Construction duration significantly shortens, and the artificial and construction circulation material of building course declines to a great extent; Be adapted to the requirements such as the dispersion construction of low-rise building; By design, the decorations of building, door and window, equipment installation and inner facility equipment can be completed in the factory, thus effectively control construction cost and improve construction quality.
Accompanying drawing explanation
Fig. 1 is the schematic perspective view of aerated concrete panel.
Fig. 2 is the juncture area schematic diagram that both sides are protruded and front end is protruded.
Fig. 3 is the schematic perspective view of precast concrete channel plate.
Fig. 4 is the groove inner face schematic diagram in precast concrete channel plate.
Fig. 5 is the schematic diagram of 2 Prefabricated building plate combinations.
Fig. 6 be building room schematic diagram.
Fig. 7 is the installation drawing of body of wall part.
Fig. 8 is the installation drawing of flooring part.
Reference numeral in figure is expressed as: 1, aerated concrete panel; 11, rear end face groove; 12, both sides are protruded; 13, front end is protruded; 2, precast concrete channel plate; 21, rear inner side is protruded; 22, two inboard grooves; 23, front inboard groove; 24, outside is protruded; 25, outside groove; 26, joint bar through hole; 27, connecting through hole A; 28, connecting through hole B; 101, floor collar tie beam; 102, body of wall part; 103, constructional column; 104, flooring part; 105, collar tie beam.
Detailed description of the invention
Below in conjunction with embodiment and accompanying drawing, the present invention is described in further detail, but embodiments of the present invention are not limited thereto.
Embodiment 1:
As shown in Figures 1 to 4.
Prefabricated building plate, comprise aerated concrete panel 1, the rear end face of aerated concrete panel is provided with rear end face groove 11, the front end face of aerated concrete panel is provided with front end and protrudes 13, the both sides of aerated concrete panel are respectively arranged with both sides and protrude 12, also comprise precast concrete channel plate 2, the upper surface of precast concrete channel plate 2 is provided with the groove consistent with aerated concrete panel shape, aerated concrete panel embeds in this groove, the rear medial surface of groove is provided with rear inner side and protrudes 21, the anteromedial surface of groove is provided with front inboard groove 23, two medial surfaces of groove are provided with two inboard grooves 22 separately, rear inner side is protruded 21 insertion rear end face grooves 11 and is formed embedded cooperation, and before 13 insertions are protruded in front end, inboard groove 23 forms embedded cooperation, and both sides are protruded 12 insertion two inboard grooves 22 and formed embedded cooperation, the left-external side of precast concrete channel plate 2 is provided with outside and protrudes 24, and the right outside side of precast concrete channel plate 2 is provided with outside groove 25.
When Prefabricated building plate uses as body of wall part, the front end face of precast concrete channel plate 2 and rear end face are provided with connecting through hole A27, and left-external side and the right outside side of precast concrete channel plate 2 are provided with connecting through hole B28.
When Prefabricated building plate does the use of flooring part, be provided with the joint bar through hole 26 running through upper surface to lower surface from the upper surface of precast concrete channel plate 2, left-external side and the right outside side of precast concrete channel plate 2 are provided with connecting through hole B28.
The connecting through hole A27 being positioned at rear end face penetrates into rear inner side and protrudes 21, and the connecting through hole A27 being positioned at front end face penetrates into front inboard groove 23; Connecting through hole B28 and the right lateral connecting through hole B28 of left-external side all penetrate into two inboard grooves 22.
Preferred a kind of embodiment is: be provided with the joint bar through hole 26 running through upper surface to lower surface from the upper surface of precast concrete channel plate 2; The front end face of precast concrete channel plate 2 and rear end face are provided with connecting through hole A27, the connecting through hole A27 of the rear end face of precast concrete channel plate 2 penetrates into rear inner side and protrudes 21, and the connecting through hole A27 of the front end face of precast concrete channel plate 2 penetrates into front inboard groove 23; Left-external side and the right outside side of precast concrete channel plate 2 are provided with connecting through hole B28, and connecting through hole B28 and the right lateral connecting through hole B28 of left-external side all penetrate into two inboard grooves 22.
The trend that rear end face groove and front end are protruded is pointed to the right direction of precast concrete channel plate 2, and both sides are protruded and outside is protruded and the trend of outside groove is pointed to the rear end face of precast concrete channel plate 2.
The Prefabricated building plate that the present invention is arranged is applicable to external wall, interior wall and floor.Its technical characterstic is:
1, Prefabricated building plate is combined to form by aerated concrete panel embedding precast concrete channel plate 2, and overall performance is good, and structural strength is high, lightweight.
2, Prefabricated building plate side leaves connecting hole, and screw rod etc. can be adopted to carry out the connection of component, i.e. connecting through hole A27, the connecting through hole B28 of precast concrete channel plate 2 setting.
3, jack is left at the upper and lower two ends of Prefabricated building plate, and joint bar etc. can be adopted to be connected with structure, the joint bar through hole 26 that precast concrete channel plate 2 is arranged.
4, reserved steel bar on prefabricated units can be adopted between Prefabricated building plate with cast-in-situ concrete to be connected.
5, the left-external side of the precast concrete channel plate 2 of Prefabricated building plate is provided with outside protrusion 24, and the right outside side of precast concrete channel plate 2 is provided with outside groove 25, is convenient to contiguous prefabricated concrete trough slab 2 snapping mutually.
6, aerated concrete panel side is made into concave-convex respectively, and the rear medial surface of the groove of precast concrete channel plate 2 is provided with rear inner side and protrudes 21, and the anteromedial surface of groove is provided with front inboard groove 23, and two medial surfaces of groove are provided with two inboard grooves 22 separately; Rear inner side is protruded 21 insertion rear end face grooves 11 and is formed embedded cooperation.
7, metal or nonmetallic connectors is adopted to be connected between aerated concrete panel with precast concrete channel plate 2.
Said structure utilizes aerated concrete panel material lighter weight, the good advantage of heat-insulating property, adopt precast concrete frid as primary structure member and maintenance component, solving gas concrete sheet material shrinks larger, shortcoming easy to crack in using, alleviates weight and the steel using amount of concrete component simultaneously.The protrusion groove of the protrusion in the groove of precast concrete channel plate 2 and groove and aerated concrete panel side is utilized to form Embedded being connected, the close connection of both guarantees and structural strength.Because the two adopts the Embedded combination of groove, this structure possesses the Structural strength calls of precast concrete frid, intensity is high, this structure can use as the structure of building, and simultaneously because aerated concrete panel is embedded in precast concrete channel plate 2, the therefore weight of total.
Embodiment 2:
As shown in Figure 5, after Prefabricated building plate is combinationally used, the floor slab structure for building and wall body structure can be formed, be referred to as wall building part, therefore, in order to make the overall performance of body of wall part good, structural strength is high, wall building part comprises body of wall part and flooring part, body of wall part comprises the Prefabricated building plate described at least 2 embodiments 1, contiguous prefabricated construction panel is arranged side by side, outside on the left of any one piece of Prefabricated building plate is protruded 24 and is inserted the outside groove 25 be positioned on the right side of the Prefabricated building plate adjacent with it of left side, connecting through hole B28 between adjacent two Prefabricated building plates is relative one by one, and adopt screw member 107 to insert the connection forming adjacent two Prefabricated building plates in connecting through hole B28, flooring pieces comprises the Prefabricated building plate described at least 2 embodiments 1, contiguous prefabricated construction panel is arranged side by side, outside on the left of any one piece of Prefabricated building plate is protruded 24 and is inserted the outside groove 25 be positioned on the right side of the Prefabricated building plate adjacent with it of left side, and the connecting through hole B28 between adjacent two Prefabricated building plates one by one relatively and adopt screw member 107 to insert the connection forming adjacent two Prefabricated building plates in connecting through hole B28.
Embodiment 3:
In existing low residential building, the structural system generally adopted mainly concentrates on masonry structure, which includes brickwork, concrete block and some other non-sintered masonry etc., the craft that its mode of construction remains traditional is built by laying bricks or stones, because such structural damage form belongs to brittle fracture, the ability resisting larger antidetonation is poor, and therefore, standard-required adopts cast-in-situ concrete constructional column and collar tie beam to strengthen its anti-seismic performance.Masonry structure makes the mode of building by laying bricks or stones by hand make its construction quality uneven in a large number, is difficult to effective guarantee.Floor structure, at present in cast-in-place mode, needs a large amount of templates and scaffold in work progress, causes working measure costly, and is difficult to commodity in use concrete due to some areas, and the concrete quality stirred at the scene is also comparatively difficult to ensure its quality of card.Once the prefabricated hollow floor used in a large number in the seventies in last century to the mid-90, then due to plate and body of wall and do not have clear and definite connected mode between plate and plate, causes its flooring globality poor.
In order to adapt to the needs of low residential building development, the lightweight steel construction system that also has of application at present contains light gauge cold-formed steel shape, timber structural system etc.System of Housings with Light Steel Structure have lightweight, anti-seismic performance good, assemblingization degree advantages of higher, but price is poor compared with high, that working service requirement is high, the factors such as consumption habit gap is large, fireproof performance is poor of living with the common people cause this system acceptance, is used for greatly the construction of high-end villa.
Wooden construction low story dwelling is a kind of properties system all preferably, and timber is also a kind of resource of recyclable recycling, but depends on import due to technology and material, and the cost of wooden house is high, be difficult to be widely used in a short time.
As shown in Fig. 6, Fig. 7, Fig. 8, the building room that wall building part is formed, form with ground collar tie beam 105 and at least 4 constructional columns 103 primarily of multiple floor collar tie beam 101, floor collar tie beam 101 and ground collar tie beam 105 are arranged between adjacent formation post 103, also comprise described wall building part, between contiguous floors collar tie beam 101 or between floor collar tie beam 101 and ground collar tie beam 105, described body of wall part is installed, described flooring part installed by floor collar tie beam 101 and ground collar tie beam 105; When body of wall part 102 is installed, screw member 107 is adopted to insert constructional column 103, screw member inserts the outermost connecting through hole B28 of body of wall part 102 simultaneously, and adopt joint bar 106 to insert floor collar tie beam 101 and ground collar tie beam 105, joint bar 106 also inserts in the connecting through hole A27 of body of wall part; When flooring part 104 is installed, joint bar 106 is adopted to insert the joint bar through hole 26 of flooring part, joint bar 106 is also inserted in floor collar tie beam 101 and ground collar tie beam 105, also comprise prestressed reinforcement, prestressed reinforcement is penetratingly after collar tie beam 105 and floor collar tie beam 101, and prestressed reinforcement 108 two ends are through adjacent 2 constructional columns 103.
The construction method in described building room: comprise the following steps:
Step 1: complete house foundation construction;
Step 2: carry out unwrapping wire on house foundation, determines the installation site of constructional column 103, body of wall part 102, flooring part 104;
Step 3: build constructional column 103 in constructional column 103 position, arranges ground collar tie beam 105, ground collar tie beam 105 is paved with flooring part 104 between constructional column 103, adopts joint bar through the joint bar through hole 26 of flooring part, and is fixed on by joint bar in ground collar tie beam 105; Ground collar tie beam 105 is installed body of wall part, inserts constructional column 103 by screw member, make screw member insert the outermost connecting through hole B28 of body of wall part, adopt joint bar to insert ground collar tie beam 105 and make joint bar insert in connecting through hole A27; Then between adjacent formation post, above body of wall part, floor collar tie beam 101 is installed, adopt joint bar to insert floor collar tie beam 101 and make joint bar insert in connecting through hole A27, in floor collar tie beam 101 and ground collar tie beam 105, penetrate prestressed reinforcement, make prestressed reinforcement 108 two ends start prestressed reinforcement of tensioning through after adjacent 2 constructional columns 103;
Step 4: be paved with flooring part 104 on floor collar tie beam 101, adopt joint bar through the joint bar through hole 26 of flooring part, and joint bar is fixed in floor collar tie beam 101, floor collar tie beam 101 is installed body of wall part, constructional column 103 is inserted by screw member, make screw member insert the outermost connecting through hole B28 of body of wall part, adopt joint bar to insert floor collar tie beam 101 and make joint bar insert in connecting through hole A27; Then between adjacent formation post, install the floor collar tie beam 101 of one deck above body of wall part, joint bar is adopted to insert the floor collar tie beam 101 of last layer and make joint bar insert in connecting through hole A27, in the floor collar tie beam 101 of last layer, penetrate prestressed reinforcement, make prestressed reinforcement two ends start prestressed reinforcement of tensioning through after adjacent 2 constructional columns 103;
Step 5: last layer repeats the program of step 4;
Step 6: excision exposes prestressed reinforcement, carries out grouting treatment to each hole and gap.
Generally speaking, namely the building room that wall building part is formed is a kind of infrastructure system, infrastructure system is made up of two kinds of basic building blocks, the i.e. constructional column of rectangle and the wall building part (containing body of wall part and flooring part) of collar tie beam (containing ground collar tie beam and floor collar tie beam) and Prefabricated building plate combination formation, can design according to unified specification during the size design of the constructional column of rectangle and collar tie beam (containing ground collar tie beam and floor collar tie beam), reduce the kind of component; Prefabricated building plate embeds precast concrete channel plate by aerated concrete panel and is combined to form, when Prefabricated building plate uses as side fascia, precast concrete channel plate outwardly, namely the notch direction of precast concrete channel plate is pointed to indoor, to solve gas concrete waterproof problem and to be convenient to advancing equipment pipeline in the aerated concrete panel of inner side; When using as floor, the surface of precast concrete channel plate is downward, and namely the notch direction of precast concrete channel plate upwards, to be convenient in upper sheaf space advancing equipment pipeline in aerated concrete panel, in order to waterproof, the notch direction of the precast concrete channel plate of the floor part of most top layer is downward.The connection of all components all adopts dry method to connect, method of attachment in the present invention has three kinds, i.e. bolt connection, joint bar connect and are connected with prestressed reinforcement stretch-draw, bolt connects the connection being used for wallboard and wallboard, floor and floor, wallboard and constructional column, joint bar connects the connection being used for collar tie beam and wallboard, floor and collar tie beam, the effect that prestressed reinforcement stretch-draw connects is similar to the effect of steel bar rod in seismic hardening, for improving whole building and anti-seismic performance, and the collar tie beam of segmentation is connected for overall.
Use of the present invention needs to design with reference to the requirement of national standard to masonry structure.Generally, can the design document of non-individual to be built according to standardized design document, standardized design document should specify the applicable elements of building, such as simple and easy board house.
As mentioned above, then well the present invention can be realized.
Claims (8)
1. Prefabricated building plate, it is characterized in that: comprise aerated concrete panel (1), the rear end face of aerated concrete panel is provided with rear end face groove (11), the front end face of aerated concrete panel is provided with front end and protrudes (13), the both sides of aerated concrete panel are respectively arranged with both sides and protrude (12), also comprise precast concrete channel plate (2), the upper surface of precast concrete channel plate (2) is provided with the groove consistent with aerated concrete panel shape, aerated concrete panel embeds in this groove, the rear medial surface of groove is provided with rear inner side and protrudes (21), the anteromedial surface of groove is provided with front inboard groove (23), two medial surfaces of groove are provided with two inboard grooves (22) separately, rear inner side protrusion (21) is inserted rear end face groove (11) and is formed embedded cooperation, and before (13) insertion is protruded in front end, inboard groove (23) forms embedded cooperation, and both sides protrusion (12) are inserted two inboard grooves (22) and formed embedded cooperation, the left-external side of precast concrete channel plate (2) is provided with outside and protrudes (24), and the right outside side of precast concrete channel plate (2) is provided with outside groove (25).
2. Prefabricated building plate according to claim 1, it is characterized in that: when Prefabricated building plate uses as body of wall part, front end face and the rear end face of precast concrete channel plate (2) are provided with connecting through hole A(27), left-external side and the right outside side of precast concrete channel plate (2) are provided with connecting through hole B(28).
3. Prefabricated building plate according to claim 1, it is characterized in that: when Prefabricated building plate does the use of flooring part, be provided with the joint bar through hole (26) running through upper surface to lower surface from the upper surface of precast concrete channel plate (2), left-external side and the right outside side of precast concrete channel plate (2) are provided with connecting through hole B(28).
4. Prefabricated building plate according to claim 2, is characterized in that: the connecting through hole A(27 being positioned at rear end face) penetrate into rear inner side protrusion (21), be positioned at the connecting through hole A(27 of front end face) penetrate into front inboard groove (23); The connecting through hole B(28 of left-external side) and right lateral connecting through hole B(28) all penetrate into two inboard grooves (22).
5. according to the Prefabricated building plate in claim 1-4 described in any one, it is characterized in that: the trend that rear end face groove and front end are protruded is pointed to the right direction of precast concrete channel plate (2), both sides are protruded and outside is protruded and the trend of outside groove is pointed to the rear end face of precast concrete channel plate (2).
6. the wall building part of Prefabricated building plate combination formation, it is characterized in that: wall building part comprises body of wall part and flooring part, body of wall part comprises at least 2 Prefabricated building plates as described in claim 2 or 4, contiguous prefabricated construction panel is arranged side by side, outside on the left of any one piece of Prefabricated building plate is protruded (24) and is inserted the outside groove (25) be positioned on the right side of the Prefabricated building plate adjacent with it of left side, the connecting through hole B(28 between adjacent two Prefabricated building plates) one by one relatively and adopt screw member to insert connecting through hole B(28) in form the connection of adjacent two Prefabricated building plates; Flooring pieces comprises at least 2 Prefabricated building plates as claimed in claim 3, contiguous prefabricated construction panel is arranged side by side, outside on the left of any one piece of Prefabricated building plate is protruded (24) and is inserted the outside groove (25) be positioned on the right side of the Prefabricated building plate adjacent with it of left side, the connecting through hole B(28 between adjacent two Prefabricated building plates) one by one relatively and adopt screw member to insert connecting through hole B(28) in form the connection of adjacent two Prefabricated building plates.
7. the building room of wall building part formation, it is characterized in that: primarily of multiple floor collar tie beam (101) and ground collar tie beam (105) and at least 4 constructional columns (103) formations, floor collar tie beam (101) and ground collar tie beam (105) are arranged between adjacent formation post (103), also comprise wall building according to claim 6 part, between contiguous floors collar tie beam (101) or between floor collar tie beam (101) and ground collar tie beam (105), body of wall part as claimed in claim 6 is installed, at the upper installation of floor collar tie beam (101) and ground collar tie beam (105) flooring part as claimed in claim 6; When body of wall part (102) is installed, screw member is adopted to insert constructional column (103), screw member inserts the outermost connecting through hole B(28 of body of wall part (102) simultaneously), adopt joint bar to insert floor collar tie beam (101) and ground collar tie beam (105), joint bar also inserts the connecting through hole A(27 of body of wall part) in; When flooring part (104) is installed, joint bar is adopted to insert the joint bar through hole (26) of flooring part, joint bar is also inserted in floor collar tie beam (101) and ground collar tie beam (105), also comprise prestressed reinforcement, prestressed reinforcement is penetratingly after collar tie beam (105) and floor collar tie beam (101), and prestressed reinforcement two ends are through adjacent 2 constructional columns (103).
8. build the construction method in room described in claim 7: comprise the following steps:
Step 1: complete house foundation construction;
Step 2: carry out unwrapping wire on house foundation, determines the installation site of constructional column (103), body of wall part (102), flooring part (104);
Step 3: build constructional column (103) in constructional column (103) position, ground collar tie beam (105) is set between constructional column (103), ground collar tie beam (105) is paved with flooring part (104), adopt joint bar through the joint bar through hole (26) of flooring part, and joint bar is fixed in ground collar tie beam (105); At ground collar tie beam (105) upper installation body of wall part, constructional column (103) is inserted by screw member, screw member is made to insert the outermost connecting through hole B(28 of body of wall part), adopt joint bar to insert ground collar tie beam (105) and make joint bar insert connecting through hole A(27) in; Then between adjacent formation post, floor collar tie beam (101) is installed above body of wall part, adopt joint bar to insert floor collar tie beam (101) and make joint bar insert connecting through hole A(27) in, in floor collar tie beam (101) and ground collar tie beam (105), penetrate prestressed reinforcement, make prestressed reinforcement two ends start prestressed reinforcement of tensioning through after adjacent 2 constructional columns (103);
Step 4: be paved with flooring part (104) on floor collar tie beam (101), adopt joint bar through the joint bar through hole (26) of flooring part, and joint bar is fixed in floor collar tie beam (101), at floor collar tie beam (101) upper installation body of wall part, constructional column (103) is inserted by screw member, screw member is made to insert the outermost connecting through hole B(28 of body of wall part), adopt joint bar to insert floor collar tie beam (101) and make joint bar insert connecting through hole A(27) in; Then between adjacent formation post, install the floor collar tie beam (101) of one deck above body of wall part, joint bar is adopted to insert the floor collar tie beam (101) of last layer and make joint bar insert connecting through hole A(27) in, in the floor collar tie beam (101) of last layer, penetrate prestressed reinforcement, make prestressed reinforcement two ends start prestressed reinforcement of tensioning through after adjacent 2 constructional columns (103);
Step 5: last layer repeats the program of step 4;
Step 6: excision exposes prestressed reinforcement, carries out grouting treatment to each hole and gap.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201410381272.0A CN104110096B (en) | 2014-08-06 | 2014-08-06 | The construction method in the wall building part of Prefabricated building plate and formation and building room and building room |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201410381272.0A CN104110096B (en) | 2014-08-06 | 2014-08-06 | The construction method in the wall building part of Prefabricated building plate and formation and building room and building room |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN104110096A CN104110096A (en) | 2014-10-22 |
| CN104110096B true CN104110096B (en) | 2016-04-06 |
Family
ID=51707072
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201410381272.0A Active CN104110096B (en) | 2014-08-06 | 2014-08-06 | The construction method in the wall building part of Prefabricated building plate and formation and building room and building room |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN104110096B (en) |
Families Citing this family (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106193356A (en) * | 2015-05-02 | 2016-12-07 | 万平华 | It is applicable to air entrained concrete floor plates and the installation method of shockproof requirements |
| CN106381923A (en) * | 2016-11-04 | 2017-02-08 | 四川省建筑科学研究院 | Multilayer architectural structure adopting prefabricated panel and construction method thereof |
| CN109322384A (en) * | 2017-07-31 | 2019-02-12 | 深圳市建筑装饰(集团)有限公司 | A kind of thermal-insulating waterproof building structure |
| CN108892529A (en) * | 2018-07-17 | 2018-11-27 | 中国建筑第四工程局有限公司 | A kind of slotting formula is without being sewed with bonding aerated concrete building block |
Family Cites Families (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| SE368846B (en) * | 1972-10-04 | 1974-07-22 | A Betong Ab | |
| NL7213768A (en) * | 1972-10-11 | 1974-04-16 | ||
| NZ538375A (en) * | 2004-11-24 | 2006-11-30 | Thermotech Res And Dev Interna | Prefabricated concrete wall panel with top tongue and lower groove for interengagement of panels |
| CN102312514A (en) * | 2010-07-07 | 2012-01-11 | 张胜窗 | Building materials |
| WO2014076716A1 (en) * | 2012-11-19 | 2014-05-22 | Arccels Ehf | A wall system of parallelepiped precast building panel |
| CN203361462U (en) * | 2013-05-16 | 2013-12-25 | 李国方 | Splicing type fast-installation wallboard |
| CN103882976B (en) * | 2013-12-16 | 2019-10-18 | 清华大学建筑设计研究院有限公司 | The Frame _ Shear Wall Structure and its method of construction assembled based on three sides with groove bar shaped Prefabricated Concrete wallboard |
| CN203977691U (en) * | 2014-08-06 | 2014-12-03 | 四川省建筑科学研究院 | Prefabricated building plate and formation Qiang building part and building room |
-
2014
- 2014-08-06 CN CN201410381272.0A patent/CN104110096B/en active Active
Also Published As
| Publication number | Publication date |
|---|---|
| CN104110096A (en) | 2014-10-22 |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN103104094B (en) | Construction method of lattice light-gauge steel house | |
| EP1607537A2 (en) | Fully insulated timber frame building panel system | |
| CN104110096B (en) | The construction method in the wall building part of Prefabricated building plate and formation and building room and building room | |
| CN103993679B (en) | Low layer assembling combined wall house bolt connection node structure | |
| CN106522359B (en) | Fully-assembled village and town dwelling type composite wall structure system and construction method thereof | |
| CN206570920U (en) | One kind utilizes ALC plates design production assembled architecture | |
| CN204531076U (en) | Light steel latticework cast-in-place foamed concrete combined wall | |
| CN103410264A (en) | Prefabricated compound wooden floor plate | |
| CN215483761U (en) | Assembled concrete building heat preservation integration wallboard | |
| CN204098253U (en) | A kind of modified air-entrained concrete building block exterior wall insulated structure | |
| CN105003020A (en) | Ceramsite concrete metal net rack light wallboard and splicing structure thereof | |
| CN103243847B (en) | Prefabricating assembling type cold molding steel floor system and construction method thereof | |
| CN203420387U (en) | Prefabricated composite wood floor cover plate | |
| CN204475580U (en) | Wall panel assembly and full prefabricated building | |
| CN113216503A (en) | Hollow building block for wall without grooving | |
| CN204001409U (en) | Precast composite slab | |
| CN203977691U (en) | Prefabricated building plate and formation Qiang building part and building room | |
| CN208152303U (en) | A kind of precast shear wall horizontal joint structure connected using groove profile steel plate | |
| CN103556755A (en) | Single-line reinforcement thermal insulation bearing shear wall with L-shaped hidden posts at end parts and manufacturing method of shear wall | |
| CN103556754A (en) | Single-line reinforcement thermal insulation bearing shear wall with T-shaped hidden posts at end parts and manufacturing method of shear wall | |
| CN218117399U (en) | Assembly type L-shaped composite wallboard through-length force transmission steel plate self-tapping nail cluster connecting structure | |
| CN114658141A (en) | Connecting structure and method for T-shaped constructional column and independent foundation of assembled composite wallboard | |
| CN209523311U (en) | Low multi-story structure | |
| CN109779040B (en) | Prefabricated light wood structure and mounting method thereof | |
| CN102251671A (en) | Exterior heat insulation on-site construction process of exterior wall based on foaming cement material |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C06 | Publication | ||
| PB01 | Publication | ||
| C10 | Entry into substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| CP01 | Change in the name or title of a patent holder | ||
| CP01 | Change in the name or title of a patent holder |
Address after: A section of Chengdu city Jinniu District 610000 North Road No. 55 in Sichuan Province Patentee after: Sichuan Academy of Architectural Sciences Co., Ltd. Address before: A section of Chengdu city Jinniu District 610000 North Road No. 55 in Sichuan Province Patentee before: Research Inst. of Architectonics, Sichuan Prov. |