CN109797846A - A kind of building system and its construction method for tensioning construction - Google Patents
A kind of building system and its construction method for tensioning construction Download PDFInfo
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- CN109797846A CN109797846A CN201910009250.4A CN201910009250A CN109797846A CN 109797846 A CN109797846 A CN 109797846A CN 201910009250 A CN201910009250 A CN 201910009250A CN 109797846 A CN109797846 A CN 109797846A
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Abstract
It includes basis that the present invention, which provides a kind of building system for tensioning construction, wall/column and beam, wherein, basis includes pedestal, local wall/column and foundation beam, foundation beam has the first hole, local wall/column has the second hole, wall/column opens up longitudinally through third hole, wall/column is built when on the foundation beam, the third hole and first hole aligning, the upside setting of the wall/column end is in the second stepped tongue and groove, the end setting of beam is in the second stepped tenon, second tenon opens up the 4th vertically communicated hole, when the wall/column is built on the basis of described, the beam is built when on the wall/column, by pre-tightening muscle to local wall/column, foundation beam, wall/column and beam apply pretightning force.The present invention can modular construction, standardization level is high, and speed of application is fast, and complete dry method may be implemented in entire construction, reduces the use of template, reduces construction personnel.
Description
Technical field
The present invention relates to construction engineering technical field, in particular to a kind of building system for tensioning construction and
Its construction method.
Background technique
Concrete foundation structure is relatively simple in the prior art, such as patent application 201610455877.9 discloses one kind
Assembled architecture prefabricated foundation, including convex prefabricated foundation, convex prefabricated foundation are concrete foundation, and inside is equipped with several and indulges
Muscle, vertical muscle stretch out the both ends of convex prefabricated foundation and are connect by sleeve with the vertical muscle of adjacent convex prefabricated foundation；Convex is prefabricated
Several dowels straight up are fixed in basis, which stretches out convex prefabricated foundation top and by sleeve and outside
Wall connection.
In another example patent application 201210026247.1 discloses a kind of U-shaped groove base for prefabricated building, it is included in ground
Upper digging chisel forms, for the cavity groove of plugging in fitting formula wallboard, and the periphery of cavity groove has dug U-type groove, close to U in U-type groove
Installation settings has bottom reinforcement bars or steel mesh, close to the side-walls arranged for interval lateral reinforcement of U-type groove and vertical at type groove bottom surface
Reinforcing bar, U-type groove bottom, cavity trench bottom, U-type groove side wall and cavity groove side-walls are respectively and fixedly provided with for U-type groove branch to be set as
The support shuttering of the U-shaped hollow groove of shape, is fixed with postposition grasp cushion block on the bottom surface of cavity groove, solid on postposition grasp cushion block
Surely there is the cylindricality steel component for connection wall plate, poured coagulation between U-type groove, wallboard and the cell wall of cavity groove in ground.
In another example patent application 2017109734230.1 uses a kind of assembled wall body structure, including plate body and it is used for
The tube body of plate body is connected, the outer wall of the tube body is radially formed with guide groove towards tube body axis direction recess, described to lead
To slot along tube length direction up and down, the plate body two sides be equipped with tubular form be adapted groove.In another example patent
Assembled wall body structure disclosed in application 201810697277.2 passes sequentially through exterior wall layer, preceding supporting course, rear load-bearing layer and interior
Decorative layer is spliced.
Foundation structure in the prior art is connect with the connection of wall/column by sleeve connection or by U-type groove, and by pre-
Bury reinforcing bar carry out binding pour, the splicing of wall/column and beam directly binds and pours.The prior art it is in the prior art basis with
Wall/column direct splicing, wall/column and beam, which are directly bound, pours that there are many defects.Therefore Liang Liang, asks to solve above-mentioned technology
Topic needs a kind of building system for tensioning construction and its construction method beam.
Summary of the invention
One aspect of the present invention is to provide a kind of building system for tensioning construction, the building system
Including basis, wall/column and beam, wherein
The basis includes pedestal, local wall/column and foundation beam, and the part wall/column two sides, which are recessed downwards, forms recess
Portion, the inward at both ends recess of the foundation beam, makes foundation beam both ends form boss, the boss is vertically opened up through the boss
The first hole, the part wall/column vertically opens up the second hole, and second hole is pierced by along the side of local wall/column；
The foundation beam is built when on the local wall/column, and the upper side of the recessed portion supports the foundation beam
Bottom surface；The upper surface of the part wall/column supports the bottom surface of the boss, and first hole and second hole pair
Together；
Wall/the column opens up longitudinally through third hole, and the wall/column is built when on the foundation beam, and described
Three holes and first hole aligning,
Wall/the column includes the first wall/cylinder and the second wall/cylinder, and the first wall/cylinder end and/or middle part are provided with
Tongue and groove, second wall/column end are equipped with tenon, when intersecting first wall/cylinder with second wall/cylinder, institute
State tongue and groove and the tenon mortise-tenon joint；
First wall/cylinder third hole correspond to tongue and groove position it is vertically communicated open up, second wall/cylinder
Third hole corresponds to that the tenon position is vertically communicated to be opened up, when first wall/cylinder intersects with second wall/cylinder
When, first wall/cylinder third hole and second wall/cylinder third hole aligning；
The upside setting of the wall/column end is in the second stepped tongue and groove, and the third hole of the wall/column is described the
The position of the supporting surface of two tongue and grooves is vertically communicated；
The end setting of the beam is in the second stepped tenon, and the end of the beam is in the position of the supporting surface of the second tenon
It sets and opens up the 4th vertically communicated hole, the second tenon of the beam is built on the second tongue and groove of the wall/column, and described second
The supporting surface of tenon is abutted with the supporting surface of second tongue and groove, makes the third hole and the 4th hole aligning；
When the wall/column is built on the basis of described, the beam is built on the wall/column, by pre-tightening muscle
Across first hole, the second hole, third hole and the 4th hole, to the local wall/column, foundation beam, wall/column and beam
Apply pretightning force.
Preferably, the building system further includes floor, and the floor opens up longitudinal perforative 5th hole.
Preferably, the second tenon of beam is built on the second tongue and groove of wall/column, and the floor covers the wall/column and institute
State the spliced upper surface of beam, the 5th hole and the 4th hole aligning.
Preferably, protrusion is equipped on the upside of the foundation beam, the position that the third cavity is located on the downside of the wall/column is opened
Fluted, first hole runs through the protrusion, when the wall/column is built on the foundation beam, the protrusion
It is embedded into the groove, the third hole and first hole aligning.
Preferably, the second tenon of the beam is built when on the second tongue and groove of the wall/column, the upper table of the wall/column
Face is flushed with the upper surface of the beam.
Preferably, the wall/column, pedestal, local wall/column and foundation beam are prefabricated in the factory, the pedestal and local wall/column
It is integrally formed.
Preferably, pre-buried in first hole and/or second hole and/or third hole and/or the 4th hole
Casing.
Preferably, the service sleeve is corrugated metal casing.
Preferably, first wall/cylinder and second wall/column are spliced into T-shape wall/column, or are spliced into " one "
Font wall/column, or it is spliced into " L " type wall/column.
Another aspect of the present invention is to provide a kind of construction method of building system for tensioning construction,
The described method includes:
(1) prefabricated components
Including prefabricated foundation, wall/column and beam, the basis includes pedestal, local wall/column and foundation beam, and the part wall/
Column two sides are recessed form recessed portion downwards, and the inward at both ends recess of the foundation beam makes foundation beam both ends form boss, described convex
Platform vertically opens up the first hole through the boss, and the part wall/column vertically opens up the second hole, second hole edge
The side of local wall/column is pierced by；
Wall/the column opens up longitudinally through third hole, and the wall/column is built when on the foundation beam, and described
Three holes and first hole aligning,
Wall/the column includes the first wall/cylinder and the second wall/cylinder, and the first wall/cylinder end and/or middle part are provided with
Tongue and groove, second wall/column end are equipped with tenon, when intersecting first wall/cylinder with second wall/cylinder, institute
State tongue and groove and the tenon mortise-tenon joint；
First wall/cylinder third hole correspond to tongue and groove position it is vertically communicated open up, second wall/cylinder
Third hole corresponds to that the tenon position is vertically communicated to be opened up,
The upside setting of the wall/column end is in the second stepped tongue and groove, and the third hole of the wall/column is described the
The position of the supporting surface of two tongue and grooves is vertically communicated；
The end setting of the beam is in the second stepped tenon, and the end of the beam is in the position of the supporting surface of the second tenon
It sets and opens up the 4th vertically communicated hole；
(2) foundation beam and wall/column are built
Fixed part wall/column builds foundation beam on the local wall/column, and the upper side of the recessed portion supports institute
State the bottom surface of foundation beam, the upper surface of the part wall/column supports the bottom surface of the boss, and first hole and described the
Two hole alignings；Wall/the column is built on the foundation beam, the third hole and first hole aligning are made；
(3) beam and wall/column are built
After wall/column is built on foundation beam, fixed wall/column, the second tenon of the beam is built the of the wall/column
On two tongue and grooves, make third hole and the 4th hole aligning；
(4) apply pretightning force
Wear preload muscle in first hole, the second hole, third hole and the 4th hole, tensioning pre-tighten muscle and
Slurry is perfused in first hole, the second hole, third hole and the 4th hole.
A kind of building system and its construction method for tensioning construction provided by the invention, can modularization apply
Work, standardization level is high, and speed of application is fast, and complete dry method may be implemented in entire construction, reduces the use of template, reduces constructor
Member.
It should be appreciated that aforementioned description substantially and subsequent detailed description are exemplary illustration and explanation, it should not
As the limitation to the claimed content of the present invention.
Detailed description of the invention
With reference to the attached drawing of accompanying, the more purposes of the present invention, function and advantage are by the as follows of embodiment through the invention
Description is illustrated, in which:
Fig. 1 diagrammatically illustrates the schematic diagram that wall/column of building system of the present invention is connect with basis.
Fig. 2 shows the schematic diagrames that wall/column of building system of the present invention is connect with beam.
Fig. 3 shows the decomposition diagram of the local wall/column and foundation beam of building system of the present invention.
Fig. 4 shows the side view on building system basis of the present invention.
Fig. 5 shows the top view on building system basis of the present invention.
Fig. 6 shows wall/column and foundation beam connection schematic diagram in building system one embodiment of the present invention.
Fig. 7 shows wall/column decomposition diagram in building system one embodiment of the present invention.
Fig. 8 shows wall/column mortise-tenon joint schematic diagram in building system one embodiment of the present invention.
Fig. 9 shows wall/column mortise-tenon joint schematic diagram in another embodiment of building system of the present invention.
Figure 10 shows wall/column mortise-tenon joint schematic diagram in building system further embodiment of the present invention.
The schematic diagram that Figure 11 shows wall/column of building system of the present invention and beam decomposes.
Specific embodiment
By reference to exemplary embodiment, the purpose of the present invention and function and the side for realizing these purposes and function
Method will be illustrated.However, the present invention is not limited to exemplary embodiment as disclosed below；Can by different form come
It is realized.The essence of specification is only to aid in those skilled in the relevant arts' Integrated Understanding detail of the invention.
Hereinafter, the embodiment of the present invention will be described with reference to the drawings, relevant technical terms should be those skilled in the art
Known to member.In the accompanying drawings, identical appended drawing reference represents same or similar component or same or like step,
Unless otherwise indicated.
Need to build template, pre-member standardisation requirements in the construction process to solve building system in the prior art
Height, the problem of building aseismicity performance difference, the present invention propose a kind of building system and its construction party for tensioning construction
Method.The schematic diagram that wall/column of building system of the present invention as shown in Figure 1 is connect with basis, building system of the present invention as shown in Figure 2
The schematic diagram that wall/column is connect with beam, according to an embodiment of the invention, a kind of building system for tensioning construction includes
Basis, wall/column 4, beam 5 and floor 6.
Basis includes that pedestal 1, local wall/column 2 and foundation beam 3, foundation beam 3 are built on adjacent foot wall/column, basis
Beam 3 has the first hole 301, and local wall/column 2 has the second hole 201, and wall/column 4 opens up longitudinally through third hole 401,
Wall/column 4 is built when on foundation beam 3, and third hole 401 is aligned with the first hole 301.Foundation beam 3 is built in local wall/column 2
When upper, the first hole 301 is aligned with the second hole 201.
As shown in Fig. 2, the upside setting of 4 end of wall/column is in the second stepped tongue and groove, the end setting of beam 5 is in ladder
Second tenon of type, the second tenon open up the 4th vertically communicated hole 501, and floor 6 opens up longitudinal perforative 5th hole
601, when beam 5 is built on wall/column 4, floor covers 6 and covers when on beam 5, passes through the first hole 301, the second hole by pre-tightening muscle
201, third hole 401, the 4th hole 501 and the 5th hole 601, to local wall/column 2, foundation beam 3, wall/column 4, beam 5 and building
Plate 6 applies pretightning force.
The following examples are each to a kind of building system for for tensioning construction provided by the invention
Component is illustrated in detail.The decomposition diagram of the local wall/column and foundation beam of building system of the present invention as shown in Figure 3, basis
Including pedestal, local wall/column and foundation beam 3.According to the present invention, wall/column 4, pedestal, local wall/column 2 and basis in the present embodiment
Beam 3 is prefabricated in the factory, and pedestal 1 and local wall/column 2 are integrally formed.Local 2 two sides of wall/column, which are recessed downwards, forms recessed portion 202,
The inward at both ends of foundation beam 3 is recessed, and foundation beam both ends is made to form boss 302, and boss 302 vertically opens up the through boss 302
One hole 301, the second hole 201 that local wall/column 2 vertically opens up, the second hole 201 are pierced by along the side of local wall/column.Tool
Body, the side view on building system basis of the present invention as shown in Figure 4, the second hole 201 of local wall/column 2 is from local wall column
The vertical hole 205 at top penetrates, and extends to inside local wall/column 2, is worn by the lateral hole 206 of the side of local wall/column 2
Out.
Foundation beam 3 is built when on local wall/column 2, the bottom surface 303 of the 203 brace foundation beam 3 of upper side of recessed portion 202；
The bottom surface 304 of 204 support rim 302 of upper surface of local wall/column 2, and the first hole 301 is aligned with the second hole 201, tool
For body, the first hole 301 is aligned with the vertical aperture 205 of the second hole.In work progress, the first hole is passed through by pre-tightening muscle
Hole 301 and the second hole 201 apply pretightning force to foundation beam 3 and local wall/column 2.
The top view on building system basis of the present invention as shown in Figure 5, in the present embodiment, basic L-shaped structure, some
In embodiment, line-styled or T-shape knot can be provided by the present invention for the plinth of tensioning construction building system
Structure.
Wall/column 4 of the present invention is prefabricated in the factory, and wall/column 4 opens up longitudinally through third hole 401, and wall/column 4 is built in base
When on plinth beam 3, third hole 401 is aligned with the first hole 301, passes through third hole 401, the first hole 301 by pre-tightening muscle
Pretightning force is applied to wall/column 4, foundation beam 3 and local wall/column 2 with the second hole 201.According to the present invention, third hole 401 and/
Or first service sleeve in hole 301 and/or the second hole 201.Service sleeve is corrugated metal casing, and preload muscle is prestressing force
Reinforcing bar or steel strand wires.
In some embodiments, wall/column 4 and the connection of foundation beam 3 be by stepped chimeric mode by being spliced,
Wall/column and foundation beam connection schematic diagram in building system one embodiment of the present invention as shown in Figure 6 are equipped on the upside of foundation beam 3
Protrusion 305, the position that third cavity 401 is located on the downside of wall/column 4 are provided with groove 402, and the first hole 301 runs through protrusion
305, when wall/column 4 is built on foundation beam 3, protrusion 305 is embedded into groove 402, third hole 401 and the first hole
301 alignment.Spliced by protrusion 305 and groove 402, can accurately to the first hole 301 and third hole 401 into
Row alignment, reduces the calibration of work progress.In further embodiments, wall/column 4 is directly connect by tongue and groove with foundation beam 3
Mode is spliced.
According to an embodiment of the invention, wall/rod structure includes the first wall/cylinder and the second wall/cylinder, the first wall/cylinder
End and/or middle part be provided with tongue and groove, the second wall/column end is equipped with tenon, makes the first wall/cylinder and the second wall/cylinder phase
When friendship, tongue and groove and the tenon mortise-tenon joint.
First wall/cylinder third hole correspond to tongue and groove position it is vertically communicated open up, the second wall/cylinder third hole
It is corresponding that tenon position is vertically communicated opens up, when the first wall/cylinder intersects with the second wall/cylinder, the first wall/cylinder third hole
Hole and the second wall/cylinder third hole aligning.
In the present embodiment, for being provided with tongue and groove in the middle part of the first wall/cylinder, building system one of the present invention as shown in Figure 7
Wall/column decomposition diagram in a embodiment, wall/column Tenon connects in building system one embodiment of the present invention as shown in Figure 8
Schematic diagram is connect, the middle part of the first wall/cylinder 403 is provided with tongue and groove 4031, the first wall/cylinder 403 and the second wall/column in the present embodiment
Body 404 intersects, it is spliced into T-shape wall/rod structure.
Wall/column 4 includes the first wall/cylinder 403 and the second wall/cylinder 404, the first wall/cylinder 403 and the second wall/cylinder
404 are prefabricated in the factory, and the first wall/cylinder 403 or the second wall/cylinder 404 are linear type.The middle part of first wall/cylinder 403
It is provided with tongue and groove 4031, the end of the second wall/column 404 is equipped with tenon 4041, makes the first wall/cylinder 403 and the second wall/cylinder 404
When intersection, tongue and groove 4031 and 4041 mortise-tenon joint of tenon.
According to an embodiment of the invention, the position of the corresponding tongue and groove 4031 of the third hole 401 of the first wall/cylinder 403 is vertical
Perforation, the corresponding tenon position of the third hole 401 of the second wall/cylinder 404 are vertically communicated.When the first wall/cylinder 403 and second
When wall/cylinder 404 intersects, the third hole 401 of the first wall/cylinder 403 and the third hole 401 of the second wall/cylinder 404 are right
Together, it is spliced into the complete third hole 401 of wall/column 4, the third hole 401 of the first wall/cylinder 403 is passed through by pre-tightening muscle
Pretightning force is applied to the first wall/cylinder 403 and the second wall/cylinder 404 with the third hole 401 of the second wall/cylinder 404.
Invention of the present invention carries out wall/cylinder by way of tenon and tongue and groove to be spliced to form complete wall/rod structure,
The position service sleeve of tenon and tongue and groove applies pretightning force to the wall mutually spliced/cylinder, effectively increases wall/rod structure
Anti-seismic performance, according to requiring that 6 to 8 grades of antidetonations may be implemented.And wall/rod structure of the invention, it in the construction process can be big
The big use for reducing template, reduces the requirement to template.
Fig. 9 shows wall/column mortise-tenon joint schematic diagram, the first wall/column in another embodiment of building system of the present invention
The end of body is provided with tongue and groove, and the second wall/column end is equipped with tenon, when intersecting the first wall/cylinder with the second wall/cylinder, enterprise
Mouth and tenon mortise-tenon joint, are spliced into line-styled wall/rod structure.
Figure 10 shows wall/column mortise-tenon joint schematic diagram, the first wall/column in building system further embodiment of the present invention
The end of body is provided with tongue and groove, and the second wall/column end is equipped with tenon, when intersecting the first wall/cylinder with the second wall/cylinder, enterprise
Mouth and tenon mortise-tenon joint, are spliced into " L " type wall/rod structure.
The schematic diagram that the wall/column and beam of building system of the present invention as shown in figure 11 decompose, according to an embodiment of the invention,
The upside setting of 4 end of wall/column is in the second stepped tongue and groove 402, and the third hole 401 of wall/column 4 is in the second tongue and groove 402
The position of supporting surface 403 is vertically communicated.
In the present embodiment, it is recessed inwardly in the upside of 4 end of wall/column by metope and forms the second tongue and groove 402, the end of beam 5
It is arranged in the second stepped tenon 502, wall/column opens up vertically communicated in the position of the supporting surface 403 of the first support enterprise 4102
The 4th hole 501, the end of beam 5 opens up the 4th vertically communicated hole in the position of the supporting surface 503 of the second tenon 502
501。
Second tenon 502 of beam 5 is built on the second tongue and groove 402 of wall/column 4, the supporting surface 503 of the second tenon 502 with
The supporting surface 403 of second tongue and groove 402 abuts, and is aligned third hole 401 with the 4th hole 501, passes through third by pre-tightening muscle
Hole 401 and the 4th hole 501 apply pretightning force to wall/column 4 and beam 5.
According to an embodiment of the invention, the second tenon 502 of beam 5 is built when on the second tongue and groove 402 of wall/column 4, wall/
The upper surface 404 of column 4 is flushed with the upper surface 504 of beam 5.Second tenon 502 of beam 5 builds the second tongue and groove 402 in wall/column 4
On, floor 6 covers wall/column 4 and the spliced upper surface of beam 5, and the 5th hole 601 is aligned with the 4th hole 501, by pre-tightening muscle
Across third hole 401, the 4th hole 501 and the 5th hole 601, pretightning force is applied to floor, Liang Heqiang/column.
According to an embodiment of the invention, the first hole 301 and/or the second hole 201 and/or third hole 401 and/or
Service sleeve in four holes 501 and/or the 5th hole 601, service sleeve are corrugated metal casing, and preload muscle is deformed bar
Or steel strand wires.
A kind of building system for tensioning construction provided by the invention, on the upside of wall/column end or downside is set
Tongue and groove, the splicing between different wall/cylinders are set, wall/column is spliced in beam by tongue and groove, and local wall/column is with foundation beam using convex
The mode of platform and concave part is spliced, and is built template so that can save in the construction process, is reduced the standard of prefabricated component
Change and requires.
The present invention using tongue and groove or boss and concave part splicing structure, in conjunction with can with tensioning construction
Effectively increase the anti-seismic performance of foundation beam and local wall/column, wall/column and foundation beam and wall/column and beam connection structure.
A kind of construction method of the building system for tensioning construction of the present invention is illustrated below, according to this
The construction method of the embodiment of invention, the building system for tensioning construction includes:
(1) prefabricated components.
Prefabricated components include prefabricated foundation, wall/column 4 and beam 5, and basis includes pedestal 1, local wall/column 2 and foundation beam 3, office
Portion's wall/2 two sides of column are recessed form recessed portion downwards, and the inward at both ends recess of foundation beam makes foundation beam both ends form boss, boss
The first hole 301 through boss is vertically opened up, local wall/column vertically opens up the second hole 201, and the second hole 201 is along part
Wall/column side is pierced by.Wall/column opens up longitudinally through third hole 401, and wall/column is built when on foundation beam, third hole
401 are aligned with the first hole 301.
Wall/column 4 includes the first wall/cylinder and the second wall/cylinder, and the first wall/cylinder end and/or middle part are provided with enterprise
Mouthful, the second wall/column end is equipped with tenon, when intersecting the first wall/cylinder with the second wall/cylinder, tongue and groove and the tenon tenon
Fourth of the twelve Earthly Branches connection.
First wall/cylinder third hole correspond to tongue and groove position it is vertically communicated open up, the second wall/cylinder third hole
Corresponding tenon position is vertically communicated opens up, and the setting of wall/column end upside is in the second stepped tongue and groove, wall/column third hole
Hole is vertically communicated in the position of the supporting surface of the second tongue and groove.
In the second stepped tenon, the end of beam is opened up in the position of the supporting surface of the second tenon for the end setting of beam 5
The 4th vertically communicated hole 501.
(2) foundation beam and wall/column are built.
Construction site, fixed part wall/column 2, foundation beam 3 is built on local wall/column, the upper side support of recessed portion
The bottom surface of foundation beam, the bottom surface of the upper surface support rim of local wall/column, and the first hole 301 is aligned with the second hole 201；
Wall/column 4 is built on foundation beam 3, is aligned third hole 401 with the first hole 301.
(3) beam and wall/column are built.
After wall/column is built on foundation beam, fixed wall/column 4, the second tenon of beam 5 builds the second enterprise in wall/column 4
On mouth, it is aligned third hole 401 with the 4th hole 501.
(4) apply pretightning force.
Preload muscle is worn in the first hole, the second hole, third hole and the 4th hole, tensioning pre-tightens muscle and first
Slurry is perfused in hole, the second hole, third hole and the 4th hole.
A kind of building system for tensioning construction provided by the invention, on the upside of wall/column end or downside is set
Tongue and groove, the splicing between different wall/cylinders are set, wall/column is spliced in beam by tongue and groove, and local wall/column is with foundation beam using convex
The mode of platform and concave part is spliced, and is built template so that can save in the construction process, is reduced the standard of prefabricated component
Change and requires.
The present invention using tongue and groove or boss and concave part splicing structure, in conjunction with can with tensioning construction
Effectively increase the anti-seismic performance of foundation beam and local wall/column, wall/column and foundation beam and wall/column and beam connection structure.
A kind of building system and its construction method for tensioning construction provided by the invention, can reduce prefabricated
The standardisation requirements of part reduce the use of template, increase wall/rod structure anti-seismic performance.
In conjunction with the explanation and practice of the invention disclosed here, the other embodiment of the present invention is for those skilled in the art
It all will be readily apparent and understand.Illustrate and embodiment is regarded only as being exemplary, true scope of the invention and purport are equal
It is defined in the claims.
Claims (9)
1. a kind of building system for tensioning construction, which is characterized in that the building system includes basis, wall/column
And beam, wherein
The basis includes pedestal, local wall/column and foundation beam, and the part wall/column two sides, which are recessed downwards, forms recessed portion, institute
The inward at both ends recess for stating foundation beam, makes foundation beam both ends form boss, and the boss vertically opens up the through the boss
One hole, the part wall/column vertically open up the second hole；
The foundation beam is built when on the local wall/column, and the upper side of the recessed portion supports the bottom surface of the foundation beam；
The upper surface of the part wall/column supports the bottom surface of the boss, and first hole and second hole aligning；
Wall/the column opens up longitudinally through third hole, and the wall/column is built when on the foundation beam, the third hole
Hole and first hole aligning,
Wall/the column includes the first wall/cylinder and the second wall/cylinder, and the first wall/cylinder end and/or middle part are provided with tongue and groove,
Second wall/column end is equipped with tenon, when intersecting first wall/cylinder with second wall/cylinder, the tongue and groove
With the tenon mortise-tenon joint；
First wall/cylinder third hole correspond to tongue and groove position it is vertically communicated open up, second wall/cylinder third
Hole corresponds to that the tenon position is vertically communicated to be opened up, when first wall/cylinder intersects with second wall/cylinder, institute
State the first wall/cylinder third hole and second wall/cylinder third hole aligning；
The upside setting of the wall/column end is in the second stepped tongue and groove, and the third hole of the wall/column is in second enterprise
The position of the supporting surface of mouth is vertically communicated；
In the second stepped tenon, the end of the beam is opened in the position of the supporting surface of the second tenon for the end setting of the beam
If the 4th vertically communicated hole, the second tenon of the beam is built on the second tongue and groove of the wall/column, second tenon
Supporting surface abutted with the supporting surface of second tongue and groove, make the third hole and the 4th hole aligning；
When the wall/column is built on the basis of described, the beam is built on the wall/column, passed through by pre-tightening muscle
First hole, the second hole, third hole and the 4th hole apply the local wall/column, foundation beam, wall/column and beam
Pretightning force.
2. building system according to claim 1, which is characterized in that the building system further includes floor, the floor
Open up longitudinal perforative 5th hole.
3. building system according to claim 2, which is characterized in that the second tenon of beam is built to be looked forward in wall/column second
On mouth, the floor covers the wall/column and the spliced upper surface of the beam, the 5th hole and the 4th hole aligning.
4. building system according to claim 1, which is characterized in that it is equipped with protrusion on the upside of the foundation beam, the wall/
The position for being located at the third cavity on the downside of column is provided with groove, and first hole runs through the protrusion, when the wall/column is taken
When building on the foundation beam, the protrusion is embedded into the groove, the third hole and first hole aligning.
5. building system according to claim 1, which is characterized in that the second tenon of the beam is built in the wall/column
The second tongue and groove on when, the upper surface of the wall/column is flushed with the upper surface of the beam.
6. building system according to claim 1, which is characterized in that the wall/column, pedestal, local wall/column and foundation beam
It is prefabricated in the factory, the pedestal and local wall/column are integrally formed.
7. building system according to claim 1, which is characterized in that first hole and/or second hole and/
Or service sleeve in third hole and/or the 4th hole.
8. building system according to claim 1, which is characterized in that first wall/cylinder and second wall/column are spelled
It is connected into T-shape wall/column, be perhaps spliced into line-styled wall/column or is spliced into " L " type wall/column.
9. a kind of construction method of the building system for tensioning construction, which is characterized in that the described method includes:
(1) prefabricated components
Including prefabricated foundation, wall/column and beam, the basis includes pedestal, local wall/column and foundation beam, the part wall/column two
Lateral lower recess forms recessed portion, and the inward at both ends recess of the foundation beam makes foundation beam both ends form boss, and the boss is perpendicular
To the first hole opened up through the boss, the part wall/column vertically opens up the second hole, and second hole is along part
Wall/column side is pierced by；
Wall/the column opens up longitudinally through third hole, and the wall/column is built when on the foundation beam, the third hole
Hole and first hole aligning,
Wall/the column includes the first wall/cylinder and the second wall/cylinder, and the first wall/cylinder end and/or middle part are provided with tongue and groove,
Second wall/column end is equipped with tenon, when intersecting first wall/cylinder with second wall/cylinder, the tongue and groove
With the tenon mortise-tenon joint；
First wall/cylinder third hole correspond to tongue and groove position it is vertically communicated open up, second wall/cylinder third
Hole corresponds to that the tenon position is vertically communicated to be opened up,
The upside setting of the wall/column end is in the second stepped tongue and groove, and the third hole of the wall/column is in second enterprise
The position of the supporting surface of mouth is vertically communicated；
In the second stepped tenon, the end of the beam is opened in the position of the supporting surface of the second tenon for the end setting of the beam
If the 4th vertically communicated hole；
(2) foundation beam and wall/column are built
Fixed part wall/column builds foundation beam on the local wall/column, and the upper side of the recessed portion supports the base
The upper surface of the bottom surface of plinth beam, the part wall/column supports the bottom surface of the boss, and first hole and second hole
Hole alignment；Wall/the column is built on the foundation beam, the third hole and first hole aligning are made；
(3) beam and wall/column are built
After wall/column is built on foundation beam, fixed wall/column, the second tenon of the beam builds the second enterprise in the wall/column
On mouth, make third hole and the 4th hole aligning；
(4) apply pretightning force
Preload muscle is worn in first hole, the second hole, third hole and the 4th hole, tensioning pre-tightens muscle and first
Slurry is perfused in hole, the second hole, third hole and the 4th hole.
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| Application Number | Priority Date | Filing Date | Title |
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| CN201910009250.4A CN109797846A (en) | 2019-01-04 | 2019-01-04 | A kind of building system and its construction method for tensioning construction |
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| CN201910009250.4A CN109797846A (en) | 2019-01-04 | 2019-01-04 | A kind of building system and its construction method for tensioning construction |
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Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN114059661A (en) * | 2021-11-17 | 2022-02-18 | 长安大学 | Self-supporting node connecting structure of concrete prefabricated part and mounting method thereof |
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2019
- 2019-01-04 CN CN201910009250.4A patent/CN109797846A/en active Pending
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN114059661A (en) * | 2021-11-17 | 2022-02-18 | 长安大学 | Self-supporting node connecting structure of concrete prefabricated part and mounting method thereof |
| CN114059661B (en) * | 2021-11-17 | 2022-07-29 | 长安大学 | Self-supporting type node connecting structure of concrete prefabricated part and mounting method of self-supporting type node connecting structure |
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