CN107201782A - A kind of wall of assembled architecture, floor connecting node and method - Google Patents
A kind of wall of assembled architecture, floor connecting node and method Download PDFInfo
- Publication number
- CN107201782A CN107201782A CN201710587164.2A CN201710587164A CN107201782A CN 107201782 A CN107201782 A CN 107201782A CN 201710587164 A CN201710587164 A CN 201710587164A CN 107201782 A CN107201782 A CN 107201782A
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- wall
- monoblock type
- floor
- combined column
- construction
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/38—Connections for building structures in general
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
- E04G21/00—Preparing, conveying, or working-up building materials or building elements in situ; Other devices or measures for constructional work
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- Architecture (AREA)
- Civil Engineering (AREA)
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- Mechanical Engineering (AREA)
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- Reinforcement Elements For Buildings (AREA)
Abstract
The invention belongs to construction engineering technical field, it is related to a kind of wall of assembled architecture, floor connecting node and method, including monoblock type combined column beam wall and monoblock type pre-stress floor, the upper end of monoblock type combined column beam wall is provided with stretching wall and spaced connection take capel, the circumferentially-spaced of monoblock type pre-stress floor is provided with the take capel for stretching out monoblock type pre-stress floor body, the connection take capel of take capel and monoblock type combined column beam wall upper end on monoblock type pre-stress floor is staggered, and take capel and connection take capel are connected by oval spiral grafting tenon.The wall and floor of the present invention is monoblock type, easy with assembling, short time limit, the characteristics of bonding strength is high.
Description
【Technical field】
The invention belongs to construction engineering technical field, it is related to a kind of wall of assembled architecture, floor connecting node and side
Method.
【Background technology】
Domestic reinforced concrete buildingses (particularly Highrise Frame cuts residential project) more based on cast-in-place concrete construction,
Site operation is long in time limit, and the environmental pollution that dust and noise etc. are caused is serious, and construction is to traffic and the negative effect of environment
Greatly, processing Energy Consumption of Construction in building site is high, and working measure spillage of material is big, and construction rubbish is more；Construction management is extensive, uses inferior materials and turns out substandard goods
Leak it is many, construct high to the degree of dependence of weather；Building enterprise's inefficiencies, technological innovation is slow.
The construction industry upgrade mode built with reinforced concrete member assembled has been obtained national policy and helped, and is construction industry
One of trend of upgrading development.
At present, domestic steel reinforced concrete assembling building is mainly routine PC patterns, and wherein frame-shear structure is with assembled wall
The component components such as body component, prestressing force laminated floor slab, stair, balcony, air-conditioning plate are with grout sleeve and a variety of method connecting walls
Reinforcing bar simultaneously lays after two layers of reinforcing bar of laminated floor slab pouring concrete on laminated floor slab (including composite beam) and after connecting portion and shape
The assembling building system of the equivalent cast-in-place structural of integral floor.
Conventional PC assembled arthitecutral structures wall with the colligation of conventional rebar component or is welded more, and component is at the scene with filling
The vertical connection that sleeve carries out structural elements stud is starched, its bonding strength only reaches the performance of connection reinforcing bar 80%, and grouting
The link cost of sleeve is far above slag Welding or reinforced bar straight thread sleeve connection cost；
Conventional PC assembled arthitecutral structures floor is more to be spelled with steel bar girder superimposed sheet (concrete for pouring 6 cm thicks in advance)
Two layers of reinforcing bar after-pouring concrete are being laid thereon into (thicker than cast-in-place concrete floor) again after connecing, and concrete amount is big, steel
Muscle cost is high, and field procedure is more, and speed of application is limited (could carry out last layer construction after floor concrete initial set)；
Conventional PC assembled architectures intensity is built less than cast-in-place structural, and architecture construction safe altitude is limited, and (relevant criterion is
60 meters), assembly rate is low (different building structure assembly rates are between 20-80%), and wall bottom attached portion pours coagulation behind position
Native intensity is difficult to ensure that identical with concrete members.
【The content of the invention】
To solve problems of the prior art, it is an object of the invention to provide a kind of wall of assembled architecture, building
Plate connecting node and method, wall and floor of the invention is monoblock type, easy with assembling, short time limit, bonding strength
High the characteristics of.
The purpose of the present invention is achieved through the following technical solutions：
A kind of wall of assembled architecture, floor connecting node, it is characterised in that including monoblock type combined column beam wall body structure
Part and monoblock type pre-stress floor component, monoblock type combined column beam wall body construction upper/lower terminal is provided with stretching wall and interval point
The connection take capel of cloth, the circumferentially-spaced of monoblock type pre-stress floor component is provided with stretching monoblock type pre-stress floor member bodies
Floor distributing reinforcement take capel, floor distributing reinforcement take capel and monoblock type combined column beam wall body structure on monoblock type pre-stress floor component
The connection take capel of part upper/lower terminal is staggered, and floor distributing reinforcement take capel and connection take capel are connected by oval reinforcing bar grafting tenon.
The monoblock type combined column beam wall body construction includes non-load bearing wall part, and non-load bearing wall part at least side is connected with
Shear wall position, opposite side connection shear wall position or wall limb newel post；
Shear wall part includes shear wall middle part body of wall and is arranged on the shear wall at shear wall middle part body of wall two ends
Body end post；The framework of steel reinforcement of wall limb newel post and shear wall newel post includes some tie hoops being staggered successively, adjacent
Tie hoop between connected in intervening portion by vertical stud grafting tenon, the bottom of vertical stud is provided with that be used for will up and down two layers
Shear wall part the branch sleeve that connects of vertical stud, each branch sleeve exposes the outside of concrete members, cuts
The half of tie hoop on the outside of power wall newel post exposes the outside of component shear wall part concrete；
The framework of steel reinforcement of shear wall middle part body of wall includes horizontal distribution ring muscle and vertical distribution rings muscle, vertical distribution rings muscle
It is arranged in horizontal distribution ring muscle, the shear wall of the take capel at horizontal distribution ring muscle two ends respectively with shear wall middle part body of wall both sides
Tie hoop on the inside of body end post is connected by vertical stud grafting tenon, and the termination up and down of vertical distribution rings muscle is exposed wall body construction and cut
The top and bottom of power wall middle part body of wall concrete, the termination of vertical distribution rings muscle is used as member reinforcing steel bar connection take capel.
The top composite beam bottom of non-load bearing wall part includes composite beam bottom cage bar and composite beam bottom stirrup, composite beam
Bottom cage bar is arranged on the corner of composite beam bottom stirrup the same side, and the composite beam top of the bottom of non-load bearing wall part includes
Composite beam top cage bar and composite beam top stirrup, composite beam top cage bar are arranged on the turning of composite beam top stirrup the same side
Place；
Composite beam bottom cage bar and composite beam top cage bar are embedded in the concrete of non-load bearing wall part；Their two ends
Head is placed in the shear wall newel post cage bar at non-load bearing wall part two ends and stirrup or in wall limb newel post cage bar and stirrup；
The first half of composite beam bottom stirrup exposes the coagulation of non-load bearing wall part with the lower half of composite beam top stirrup
Soil, and the ring respectively as levels monoblock type combined column beam wall body construction and monoblock type pre-stress floor component grafting tenon even
Head.
Connected between composite beam bottom cage bar and composite beam top cage bar by the vertical distribution rings muscle in non-bearing wall body.
The both sides of the monoblock type combined column beam wall body construction offer wall body construction side grooves construction, and top is opened up
There is wall body construction top groove construction, the bottom of monoblock type combined column beam wall body construction is prefabricated with the prominent construction of evagination.
There are several spaced wall concrete filled steel tube bearings the bottom of the monoblock type combined column beam wall body construction.
Chamfer configuration is offered on the edge of the monoblock type pre-stress floor component surrounding.
The framework of steel reinforcement of the monoblock type pre-stress floor component includes horizontal and vertical floor prestressing force arranged in a crossed manner
Take capel distributing reinforcement, floor prestressing force take capel distributing reinforcement is double end ring flat-plate distributing reinforcement, and the two ends of floor prestressing force take capel distributing reinforcement are
Floor distributing reinforcement take capel, the two ends of floor distributing reinforcement take capel expose the outside of monoblock type pre-stress floor concrete members, and
It is used as connection take capel.
, will be bilevel whole when monoblock type combined column beam wall body construction and monoblock type pre-stress floor component assembly connection
Connected between vertical stud on body formula combined column beam wall body construction by branch sleeve, by the monoblock type combined column Liang Qiang on upper strata
Connection take capel on body component, the connection take capel on lower two layers monoblock type combined column beam wall body construction and monoblock type prestressing force
Floor distributing reinforcement take capel on floor member is staggered, and is then distributed by oval reinforcing bar with the connection take capel and floor
Muscle take capel grafting tenon connects, and the two ends of oval reinforcing bar are in the inner side of vertical stud.
When monoblock type combined column beam wall body construction and monoblock type combined column beam wall body construction assembly connection：
When two monoblock type combined column beam wall body construction straight line connections, by phase monoblock type combined column beam wall body construction both sides
The tie hoop mutually ginseng corner that interlocks coaxially insert oval reinforcing bar grafting tenon afterwards and connect；
As right angle connection, adjacent three monoblock type combined columns Liang Qiang between two neighboring monoblock type combined column beam wall body construction
When right angle is connected between right angle connection and adjacent four monoblock types combined column beam wall body construction between body component, monoblock type is answered
The part that the tie hoop of zygostyle beam wall body construction end exposes and the square spiral stirrup corner that a level is embedded in are coaxial
Oval reinforcing bar grafting tenon is inserted afterwards to connect.
The present invention has the advantages that：
The wall of assembled architecture of the present invention, floor connecting node are by using monoblock type combined column beam wall and entirety
Formula pre-stress floor so that the present invention has component few, assembles easy advantage, by the upper of monoblock type combined column beam wall
End, which is set, stretches out wall and spaced connection take capel, and the circumferentially-spaced of monoblock type pre-stress floor sets stretching monoblock type pre-
The take capel of stress floor body, when monoblock type combined column beam wall and monoblock type pre-stress floor are connected, monoblock type in advance should
The connection take capel of take capel and monoblock type combined column beam wall upper end on power floor is staggered, and take capel and connection take capel pass through ellipse
Round thread reinforcing bar carries out grafting tenon company so that the present invention have element bearing capacity it is strong, after pour that wet trade is few, installation is fast
The high advantage of prompt, structural strength.
Further, in monoblock type combined column beam wall levels component shear wall position top and bottom expose it is perpendicular
Stirrup above and below the composite beam exposed to cage bar, the take capel of vertical annular spread concrete steel muscle, non-load bearing wall body region top and bottom
Take capel and between the take capel synchronous interleaved of the distributing reinforcement of take capel in length and breadth exposed of the monoblock type pre-stress floor component that connects mutually join
After coaxial, level is co-axially inserted oval reinforcing bar and carries out grafting tenon company so that connecting node of the invention have it is with low cost, apply
Work is convenient, short time limit, the characteristics of bonding strength is high.
Further, monoblock type combined column beam wall body construction and during monoblock type combined column beam wall body construction assembly connection：When
During two monoblock type combined column beam wall body construction straight line connections, the tie hoop of monoblock type combined column beam wall body construction both sides is handed over
Wrong mutually ginseng corner is coaxially inserted oval reinforcing bar grafting tenon and connected afterwards；When straight between two neighboring monoblock type combined column beam wall body construction
Right angle connection and adjacent four monoblock type combined columns Liang Qiang between angle connection, adjacent three monoblock types combined column beam wall body construction
When right angle is connected between body component, the part that the tie hoop of monoblock type combined column beam wall body construction end is exposed and a water
Put down embedded square spiral stirrup corner and coaxially insert oval reinforcing bar grafting tenon company afterwards, hence in so that the connection section of the present invention
Point has with low cost, easy construction, short time limit, the characteristics of bonding strength is high.
【Brief description of the drawings】
Fig. 1 (a) is shear wall or the bar construction of wall limb newel post in the monoblock type combined column beam wall body construction of the present invention
Vertical stud and tie hoop configuration schematic diagram；
Fig. 1 (b) is schematic diagram of the vertical stud with tie hoop grafting tenon even in shear wall of the present invention or wall limb newel post；
Fig. 1 (c) is bar construction and branch sleeve schematic diagram in shear wall of the present invention or wall limb newel post；
Fig. 2 (a) is the horizontal distribution ring muscle and vertical distribution rings muscle configuration schematic diagram of shear wall middle part body of wall of the present invention；
Fig. 2 (b) is the structural representation of horizontal distribution ring muscle of the present invention or vertical distribution rings muscle；
Fig. 2 (c) is shear wall middle part body of wall horizontal distribution muscle of the present invention and the cage bar and spiral hoop of shear wall newel post
Muscle connection diagram；
Fig. 2 (d) is horizontal distribution ring muscle of the present invention and vertical distribution rings muscle drag hook connection diagram；
Fig. 3 is the bar construction schematic diagram of the shear wall part of the present invention；
For the bar construction schematic diagram of composite beam bottom of the present invention, (composite beam bottom stirrup is tie hoop to Fig. 4 (a1)
When)；
Fig. 4 (a2) is that (composite beam bottom stirrup is multiple rectangle hoops for the bar construction schematic diagram of composite beam bottom of the present invention
During muscle)；
For the bar construction schematic diagram on composite beam top of the present invention, (composite beam top stirrup is tie hoop to Fig. 4 (b1)
When)；
Fig. 4 (b2) is that (composite beam top stirrup is multiple rectangle hoops for the bar construction schematic diagram on composite beam top of the present invention
During muscle)；
Fig. 5 is the overall reinforcing bar structural representation in the monoblock type combined column beam wall body construction of the present invention；
Fig. 6 is the structural representation of the monoblock type combined column beam wall body construction of the present invention；
Fig. 7 is the top view of the tie hoop used in the shear wall newel post of the present invention；
Fig. 8 is used for the cross-sectional view of the oval reinforcing bar of reinforcing bar grafting tenon even for the present invention's；
Fig. 9 (a) is floor take capel distributing reinforcement schematic diagram of the present invention；
Fig. 9 (b) is the schematic diagram of the bar construction of the pre-stress floor of the present invention；
Figure 10 (a) is monoblock type pre-stress floor components three-dimensional schematic diagram of the invention；
Figure 10 (b) is monoblock type pre-stress floor component side view of the invention；
Figure 11 (a) is the monoblock type combined column beam wall body construction concrete both sides of the present invention, the groove at top is constructed and bottom
The protrusion organigram in portion；
Figure 11 (b) is the top detail view that shear wall of the present invention or wall limb newel post groove construction are constructed with top groove；
Figure 11 (c) is the side elevational detail view of monoblock type combined column beam wall body construction of the present invention；
Figure 11 (d) is the concrete filled steel tube bearing distribution schematic diagram of monoblock type combined column beam wall body construction bottom of the present invention；
Square spiral stirrup top views of the Figure 12 (a) for the present invention for wall body construction grafting tenon even；
Figure 12 (b) is that bar connecting of the monoblock type combined column beam wall body construction of the present invention when double wall straight lines are connected is overlooked
Figure；
Figure 12 (c) is that bar connecting of the monoblock type combined column beam wall body construction of the present invention when double wall right angles are connected is overlooked
Figure；
Figure 12 (d) is that bar connecting of the monoblock type combined column beam wall body construction of the present invention when three wall right angles are connected is overlooked
Figure；
Figure 12 (e) is that bar connecting of the monoblock type combined column beam wall body construction of the present invention when four wall right angles are connected is overlooked
Figure；
Bar construction connection diagram during Figure 13 (a) monoblock type combined column beam wall levels construction and installation of the present invention；
Shear wall portion when Figure 13 (b) is monoblock type combined column beam wall body construction levels wall body construction construction and installation of the present invention
The vertically vertical muscle sleeve connection front view of position newel post；
Shear wall portion when Figure 13 (c) is monoblock type combined column beam wall body construction levels wall body construction construction and installation of the present invention
The bar connecting sectional view of position newel post；
Figure 13 (d) is shear wall middle part when monoblock type combined column beam wall body construction levels wall construction of the present invention is installed
Annular vertical distributing reinforcement connection front view；
Figure 13 (e) is shear wall middle part when monoblock type combined column beam wall body construction levels wall construction of the present invention is installed
Annular vertical distributing reinforcement connection sectional view；
Figure 13 (f) is non-bearing wall body portion when monoblock type combined column beam wall body construction levels wall construction of the present invention is installed
The composite beam top stirrup of position is connected front view with composite beam bottom stirrup；
Figure 13 (g) is non-bearing wall body portion when monoblock type combined column beam wall body construction levels wall construction of the present invention is installed
The composite beam top stirrup of position is connected sectional view with composite beam bottom stirrup；
Figure 14 (a) connects for the monoblock type pre-stress floor of the present invention with pouring concrete behind monoblock type combined column beam wall bottom
Socket part position schematic diagram；
First when Figure 14 (b) installs for the monoblock type pre-stress floor of the present invention with monoblock type combined column beam external wall construction
Bar connecting schematic diagram；
Second when Figure 14 (c) is monoblock type pre-stress floor of the invention and monoblock type combined column beam interior wall construction and installation
Bar connecting schematic diagram；
The 3rd when Figure 14 (d) is monoblock type pre-stress floor of the invention and monoblock type combined column beam interior wall construction and installation
Bar connecting sectional view；
The 4th when Figure 14 (e) is monoblock type pre-stress floor of the invention and monoblock type combined column beam interior wall construction and installation
Bar connecting sectional view.
In figure：1 is tie hoop, and 2 be vertical stud, and 3 be vertical branch sleeve, and 4 be horizontal distribution ring muscle, and 5 be vertical
Distribution rings muscle, 6 drag hooks, 7 be composite beam top cage bar, and 8 be composite beam top stirrup, and 9 be composite beam bottom cage bar, and 10 be overlapping
Beam bottom stirrup, 11 be the vertical distribution rings muscle in non-bearing wall body, and 12 be oval reinforcing bar, 13, square spiral stirrup, 14
It is wall body construction side grooves construction for floor distributing reinforcement take capel, 15,16 be wall body construction top groove construction, and 17 be wall body structure
Part bottom protrusion construction, 18 be wall concrete filled steel tube bearing, and 19 be chamfer configuration, and 20 be monoblock type combined column beam wall body structure
Part, 21 be monoblock type pre-stress floor component, and 22 be floor prestressing force take capel distributing reinforcement, and 23 be non-load bearing wall body region, and 24 are
Shear wall position, 25 be shear wall middle part body of wall, and 26 be shear wall newel post, and 26-1 is wall limb newel post, under 27 composite beams
Portion, 28 be composite beam top, and 29 be exterior wall skin, and 30 be external thermal insulation.
【Embodiment】
Come that the present invention is further illustrated below in conjunction with the accompanying drawings.
Such as Fig. 1 (a) to Fig. 1 (c), Fig. 2 (a) to Fig. 2 (d), Fig. 3, Fig. 4 (a1) to Fig. 4 (a2), Fig. 4 (b1) to Fig. 4
(b2), Fig. 5, Fig. 6, Fig. 7, Fig. 8, Fig. 9 (a) to Fig. 9 (b), Figure 10 (a) to Figure 10 (b), Figure 11 (a) to Figure 11 (d), Figure 12 (a)
To Figure 12 (e), Figure 13 (a) to Figure 13 (g), shown in Figure 14 (a) to Figure 14 (e), wall, the floor of assembled architecture of the invention
Connecting node, including monoblock type combined column beam wall body construction 20 and monoblock type pre-stress floor component 21, monoblock type combined column beam
The part for having the tie hoop exposed on the outside of the shear wall or wall limb at the two ends of wall body construction 20 is used for what wall horizontal reinforcement was connected
The top and bottom of shear wall position in take capel, monoblock type combined column beam wall body construction 20 have the reserved lengthways main steel bar exposed,
The top and bottom of non-load bearing wall body region in the take capel of vertical distribution rings muscle, monoblock type combined column beam wall body construction 20 has pre-
Staying the part of the composite beam top stirrup and composite beam bottom stirrup exposed is used for the take capel of bar connecting, monoblock type prestressing force building
The edge of board member 21 has on the take capel 14 of the reserved distributing reinforcement of take capel in length and breadth exposed, monoblock type pre-stress floor component 21
Take capel 14 and the cage bar of the top and bottom for the levels monoblock type combined column beam wall that connects, vertical distributing reinforcement take capel and overlapping
Beam top stirrup is all staggeredly mutually joined with composite beam bottom stirrup and realizes that grafting tenon connects by inserting oval reinforcing bar 12.
The monoblock type combined column beam wall body construction 20 of the present invention includes non-load bearing wall part 23, and non-load bearing wall part 23 is at least
Side is connected with shear wall position 24, opposite side connection shear wall position 24 or wall limb newel post 26-1；
Shear wall part 24 includes shear wall middle part body of wall 25 and is arranged on the two ends of shear wall middle part body of wall 25
Shear wall newel post 26；Wall limb newel post 26-1 and the framework of steel reinforcement of shear wall newel post 26 include some be staggered successively
Connected between tie hoop 1, adjacent tie hoop in intervening portion by the vertical grafting tenon of stud 2, the bottom of vertical stud 2 is set
There is the branch sleeve 3 for the vertical stud 2 of bilevel shear wall part to be connected, each branch sleeve 3 exposes
The outside of concrete members, the half of the tie hoop 1 in the outside of shear wall newel post 26 is exposed component shear wall part 24 and mixed
Coagulate the outside of soil；
The framework of steel reinforcement of shear wall middle part body of wall 25 includes horizontal distribution ring muscle 4 and vertical distribution rings muscle 5, vertical distribution
Ring muscle 5 is arranged in horizontal distribution ring muscle 4, the take capel at the two ends of horizontal distribution ring muscle 4 respectively with 25 liang of shear wall middle part body of wall
The tie hoop of the inner side of shear wall newel post 26 of side is connected by vertical stud grafting tenon, the termination up and down of vertical distribution rings muscle 5
Expose the top and bottom of the concrete of wall body construction shear wall middle part body of wall 25, the termination of vertical distribution rings muscle 5 is used as component
Bar connecting take capel.
The top and bottom at the non-load bearing wall position 23 of the present invention has the bottom 27 of composite beam and the top of composite beam respectively
28, top composite beam bottom 27 includes composite beam bottom cage bar 9 and composite beam bottom stirrup 10, and composite beam bottom cage bar 9 is set
The corner of the same side of stirrup 10 in composite beam bottom, composite beam top 28 include with composite beam top cage bar 7 and composite beam
Portion's stirrup 8, composite beam top cage bar 7 is arranged on the corner of the same side of composite beam top stirrup 8；Composite beam bottom stirrup 10
Top half exposes the top of wall body construction concrete as the take capel of bar connecting, the latter half of composite beam top stirrup 8
Expose the bottom of wall body construction concrete as the take capel of bar connecting, composite beam bottom cage bar 9 and composite beam top cage bar 7 are pre-
In the concrete for being embedded in non-load bearing wall part 23；Their two ends are placed in the shear wall body end at the two ends of non-load bearing wall part 23
In the cage bar of post 26 and tie hoop or in wall limb newel post 26-1 cage bars and tie hoop；
Pass through the vertical distribution rings muscle 11 in non-bearing wall body between composite beam bottom cage bar 9 and composite beam top cage bar 7
Connect to strengthen the stabilization of non-load bearing wall body portion and integral wall.
As shown in Figure 11 (a) to Figure 11 (d), the both sides of monoblock type combined column beam wall body construction 20 offer wall body construction
Side grooves construction 15, top offers wall body construction top groove construction 16, the bottom of monoblock type combined column beam wall body construction 20
End is prefabricated with the prominent construction 17 of evagination.There are several spaced walls the bottom of monoblock type combined column beam wall body construction 20
Concrete filled steel tube bearing 18.
Such as Fig. 9 (a) to figure (b), and shown, the of the invention monoblock type pre-stress floor components of Figure 10 (a) and Figure 10 (b)
21 framework of steel reinforcement includes horizontal and vertical floor prestressing force take capel distributing reinforcement 22 arranged in a crossed manner, the distribution of floor prestressing force take capel
Muscle 22 is double end ring flat-plate distributing reinforcement, and the two ends of floor prestressing force take capel distributing reinforcement 22 are floor distributing reinforcement take capel 14, floor distribution
The two ends of muscle take capel 14 expose the outside of monoblock type pre-stress floor concrete members, and are used as connection take capel；Monoblock type is pre-
The top at the edge of the component surrounding of stress floor 21 is chamfer configuration 19.
It is shear wall position in monoblock type combined column beam wall of the present invention as shown in Fig. 1 (a) to Fig. 1 (c) and Fig. 7
The vertical stud 2 on 24 both sides is combined into the bar construction of shear wall newel post 26, wall with tie hoop 1 in the way of grafting tenon connects
The tie hoop 1 that the shear wall at component two ends or the outside of wall limb 24 are used for wall connecting can be sheared suitably with strengthening component in overstriking
Wall or the bar connecting of wall limb 24 (being mostly corner position) intensity.
As shown in Fig. 2 (a) to Fig. 2 (d), wall in the middle part of shear wall position in monoblock type combined column beam wall body construction of the invention
The distribution rings muscle of body 25 is closed loop reinforcing bar, and vertical distribution rings muscle 5 is configured in the inside of horizontal distribution ring muscle 4, horizontal distribution ring muscle 4
The two vertical stud grafting tenons nearest with shear wall or the two ends of wall limb newel post 26 connect, and vertical distribution rings muscle is connection levels
Monoblock type combined column beam wall body construction 20 and between monoblock type pre-stress floor component 21 used in.
As shown in figure 3, the bar construction schematic diagram at the shear wall position for the present invention, shear wall position reinforcing bar includes
Shear wall middle part body of wall 25 and the bar construction of shear wall newel post 26：Shear wall newel post in monoblock type combined column beam wall
The tie hoop at 26 positions is connected as a single entity with vertical stud grafting tenon and is linked as shearing with the grafting tenon of horizontal distribution ring muscle 4 at middle part
Wall bar construction.
It is the inner width of the composite beam top stirrup 8 of the present invention as shown in Fig. 4 (a1) Fig. 4 (a2), Fig. 4 (b1) and Fig. 4 (b2)
Degree is consistent with the dead size between the vertical stud in shear wall part 2, and its outer height is less than monoblock type pre-stress floor structure 21
Thickness；The height of composite beam bottom stirrup 10 is that the due total stirrup of beam highly subtracts the height of composite beam top stirrup 8 and added
The coincidence height of stirrup grafting tenon even；It is non-that composite beam upper reinforcement structure is configured to wall steel bar skeleton when element precast is produced
The bottom at load bearing wall position, composite beam lower rebar structure is configured in wall steel bar skeleton non-load bearing wall when element precast is produced
The top at position.
As shown in figure 5, being the reinforcing bar configuration schematic diagram in the monoblock type combined column beam wall body construction 20 of the present invention, shear wall
Bar construction that vertical stud is connected with tie hoop and horizontal distribution ring muscle grafting tenon and with non-load bearing wall body region
Composite beam bottom connects into the wall steel bar structure of integration with upper reinforcement and the vertical distribution rings muscle of non-load bearing wall.
As shown in fig. 6, being the monoblock type combined column beam wall body construction and bar construction therein --- shear wall of the present invention
The bar construction of the newel post on body region both sides is that tie hoop is even formed with vertical stud grafting tenon, shear wall middle part body of wall
Horizontal distribution ring muscle connects with the tie hoop grafting tenon on the inside of the newel post of both sides, the composite beam bottom of non-load bearing wall body region and top
Cage bar between spacing there is vertical distribution rings muscle grafting tenon to connect, expose on the outside of the horizontal two ends of monoblock type combined column beam wall body construction
Part helix stirrup take capel, the vertical cage bar for exposing concrete of top and bottom, vertical distributing reinforcement take capel and overlapping beam stirrup
Take capel is connected reinforcing bar with other phase connection members and realizes that grafting tenon is even used when being installation.
As shown in fig. 7, the spiral used in the monoblock type combined column beam wall shear wall of the present invention or the newel post of wall limb
Stirrup is rectangular spiral hoop.
As shown in figure 8, being that the connection reinforcing bar take capel exposed on elliptic cross-section reinforcing bar used in the present invention, component is prefabricated
Leave certain surplus (it is required that within 3 millimeters) during production, grafting tenon when connecting multiple connection reinforcing bar take capels interlock the corner mutually joined
After coaxial the reinforcing bar of the elliptic cross-section of insertion can at an angle (or position) with each reinforced steel bar ring capitiform that connects into directly connecing
Touch, so as to ensure the bonding strength of member reinforcing steel bar.
As shown in Fig. 9 (a) and Fig. 9 (b), floor take capel distributing reinforcement 22 of the invention is two ends replication one long rectangle of formation
Ring-shaped structure, the reinforcing bar of inflection is floor bar negative reinforcement, when the take capel 14 of floor take capel distributing reinforcement is used for floor Prefabrication
Load pretension and realize that the reinforcing bar grafting tenon with adjacent members connects in installation, floor take capel distributing reinforcement 22 is configured in length and breadth
The bar construction of floor member is constituted, is prefabricated into after the pre-stress floor of monoblock type, floor and phase can be realized in installation
The reinforcing bar grafting tenon of connection member connects.
It is that the monoblock type pre-stress floor component 21 of the present invention is constructed as shown in Figure 10 (a) and Figure 10 (b)：Floor ring point
Cloth ring muscle 22 pretension and casts the integral formula pre-stress floor component of concrete curing on floor prefab-form；Monoblock type is pre-
Stress floor member concrete surrounding top edge is chamfer configuration, during construction assembling floor member and levels wall body construction it
Between can be formed one more than 60 millimeters of space be easy to cold extrusion connect vertical stud, connect the grafting tenon of reinforcing bar take capel even and after
The operation of pouring concrete.
As shown in Figure 11 (a) to Figure 11 (c), the bottom of monoblock type combined column beam wall body construction 20 of the present invention has one 100
The future insufficiency that pouring concrete is connected after being carried out with lower floor wall of millimeter (about slab thickness)；During construction, upper strata monoblock type is answered
The top of the insertion of concrete filled steel tube bearing 18 lower floor monoblock type combined column beam wall body construction 20 of the bottom of zygostyle beam wall body construction 20
After groove, bottom, the top of lower floor's wall of upper wall are fallen with the edge of the monoblock type pre-stress floor component 21 of link
Angle construction 19, which forms one, can carry out upper wall and the construction operation space of the reinforcing bar grafting tenon company of lower floor's wall and floor, together
When be also convenient for link after pouring concrete construction.The top end face of the monoblock type combined column beam wall body construction 20 (portion of wall connecting up and down
Position) and both sides end face (wall position connected horizontally) be the coarse connecting groove of rubble exposed surface, interconnected component
During connection groove just pair and reinforcing bar with grafting tenon even after carry out after pouring concrete construct, can so be formed column with being connected
The rear pouring concrete construction of the nested high intensity of concrete members；The bottom of monoblock type combined column beam wall body construction is overall with lower floor
It is the coarse protrusion structure of rubble exposed surface that the top of formula combined column beam wall body construction, which links the position of (while linking floor),
Make, the concrete density (avoiding forming space in delay-pour joint concrete) when pouring concrete is constructed after the boss can ensure
And form the concrete being mutually socketed with a lower floor wall link.
As shown in Figure 11 (c) and Figure 11 (d), concrete filled steel tube bearing 18 of the invention is when element precast is produced in wall
Template bottom placement hole in place the solid of casting concrete synchronous with wall after more than 20 centimetres of one section of steel pipe
Concrete filled steel tube bearing.
As shown in Figure 12 (a), be the present invention monoblock type combined column beam wall body construction shear wall (or wall limb) newel post between
The vertical grafting tenon of tie hoop connects the square spiral stirrup used in (formation corner).
As shown in Figure 12 (b) Figure 12 (d), monoblock type combined column beam wall body construction shear wall (or wall limb) of the invention holds it
Between tie hoop vertical grafting tenon connect (formation corner) bar connecting installation when：
It is when two wall (vertical) component straight lines connect, the reserved tie hoop exposed of wall body construction is interlaced to ginseng
Vertically insert grafting tenon even used ellipse (or conventional) spiral (vertical cage bar) from top afterwards, and stud adapter sleeve
Ellipse (or conventional) spiral (vertical cage bar) of itself and lower floor wall body construction is attached by cylinder；
During two wall (vertical) component right angles, by the tie hoop at two wall connecting positions close to suitable
Behind position, horizontal direction nests into the square spiral stirrup of angle connection and coaxial with each reserved stirrup corner exposed that connects
Grafting tenon is vertically inserted from top afterwards to connect ellipse (or conventional) spiral (vertical cage bar) used and use stud branch sleeve
Ellipse (or conventional) spiral (vertical force muscle) of itself and lower floor is attached；
When three wall (vertical) components connect, by the tie hoop at three wall connecting positions close to suitable position
Afterwards, horizontal direction nest into angle connection square spiral stirrup and it is coaxial with each reserved stirrup corner exposed that connects after from
Top vertically insert grafting tenon even used ellipse (or conventional) spiral (vertical cage bar) and with stud branch sleeve by its
It is attached with ellipse (or conventional) spiral of lower floor；
When four wall (vertical) components connect, by the tie hoop at three wall connecting positions close to suitable position
Afterwards, horizontal direction nests into the square spiral stirrup of angle connection, then that the 4th wall body construction is each close to and with connect
Grafting tenon is vertically inserted from top after the square spiral stirrup corner of the reserved stirrup exposed and angle connection is coaxial even used
Ellipse (or conventional) spiral (vertical cage bar) and with stud branch sleeve by its ellipse (or routinely) screw thread with lower floor
Reinforcing bar is attached；After the completion of bar connecting, pouring concrete after corner template is carried out is installed and links construction.
As shown in Figure 13 (a) to Figure 13 (g), levels monoblock type combined column beam wall body construction Vertical bar connection of the present invention
During construction：
The stud branch sleeve of upper strata monoblock type combined column beam wall body construction bottom be enclosed on the vertical stud of lower floor top,
Wall concrete filled steel tube branch is located in the groove of lower floor's wall body construction, then from the space between wall bottom and floor to perpendicular
Sleeve connection is carried out to stud；After upper strata monoblock type combined column beam wall body construction is put in place, shear wall bottom therein it is perpendicular
To the take capel of distribution rings muscle and the vertical distribution rings muscle on lower floor's shear wall top interlock mutually ginseng and corner it is coaxial after be horizontally inserted it is ellipse
Circle (or conventional) reinforcing bar carries out grafting tenon company；
What is exposed reserved in the composite beam top of non-load bearing wall body region bottom in the monoblock type combined column beam wall body construction of upper strata
The composite beam bottom on stirrup take capel and non-load bearing wall body region top in lower floor monoblock type combined column beam wall body construction is reserved to expose
Stirrup take capel interlock mutually ginseng and corner it is coaxial after be horizontally inserted oval (or conventional) reinforcing bar and carry out grafting tenon company.
As shown in Figure 14 (a) to Figure 14 (e), monoblock type combined column beam wall levels wall body construction of the invention and entirety
When reinforcing bar is connected with each other installation between formula pre-stress floor component：
Upper wall concrete filled steel tube seat supports are declined in place in the top groove of lower floor's wall body construction during construction, its
The vertical stud branch sleeve of shear wall position bottom is vertically stood with what is exposed at the top of this layer of monoblock type combined column beam wall body construction
With being attached after muscle contact consolidation, while the take capel of the vertical distribution rings muscle of bottom, non-bearing wall body portion in the middle part of shear wall
The lower rebar take capel of the composite beam top stirrup of position bottom and this floor board member edge and this layer of wall body construction top are exposed
Each connection reinforcing bar take capel interlock mutually ginseng and corner is coaxial, it is each with oval (or conventional) spiral horizontal axis insertion after editing
Take capel realizes the bar connecting of levels wall body construction and floor member；Pouring concrete is constructed after finally carrying out, above and below realization
The link of layer wall and floor.
The odds ratio of novel fabricated building element and routine PC patterns the assembling building element of the present invention compared with：
As shown in Fig. 3, Fig. 5, Fig. 6, Figure 13 (a), the bar construction in monoblock type combined column beam wall body construction of the invention,
The two ends of shear wall (or wall limb) part are the high tensile reinforcement structure of tie hoop and vertical stud grafting tenon even one；Spiral
Utilization of the stirrup in assembled architecture, can effectively improve the intensity of building structure, lift reinforcing bar colligation efficiency and reduce and steal
The possibility of work material reducing；The composite beam top hoop of the vertical distribution rings muscle take capel in levels shear wall part, non-load bearing wall body portion
The take capel grafting tenon of the prestressing force take capel distributing reinforcement of the take capel and monoblock type pre-stress floor of muscle and bottom stirrup forms building after connecting
The integrated connection of body bar construction.
It is the bar construction in monoblock type pre-stress floor structure of the present invention, its floor point as shown in Fig. 9 (a) and Fig. 9 (b)
Cloth muscle is double end ring distributing reinforcement, and double end ring distributing reinforcement is prefabricated into monoblock type floor member under pretension in length and breadth, when component is installed
Bar construction (the shape that reinforcing bar take capel grafting tenon is linked as integration is connected with the top and bottom of monoblock type combined column beam wall body construction
Into floor plate face reinforcing bar and the integrated connection of wall column reinforcing bar), the globality of building body structure, Building Structure Strength is filled better than routine PC
The bar construction of laminated floor slab with pattern.
As shown in Figure 11 (a) to Figure 11 (c), being on the outside of monoblock type combined column beam wall body construction two ends of the present invention, top and
Concrete members construction (the i.e. wall body construction two at the reserved rear pouring concrete position in bottom (being used to connect lower floor's wall and floor)
17) groove construction 15 on the outside of end shear wall or wall limb, wall body construction top groove 16 and wall body construction bottom protrusion construction, pacify
It ensure that each component forms equally cast-in-place structure with rear pouring concrete and is connected after dress construction, this member bottom section connecting portion
The rear pouring concrete of 10 cm thicks is with concrete members cementability significantly better than routine PC assembly mode wall columns position (compared with small gap
The bonding of concrete is limited) grout sleeve is directly connected to.
As shown in Figure 11 (c) and Figure 11 (d), concrete filled steel tube bearing 18 is on monoblock type combined column beam wall of the present invention
Supporting member when lower floor's wall is installed, can realize applying for multilayer (continuous construction and installation) on the one by its a diameter of 5-8 centimetres
Work progress, installing can be while the construction of rear pouring concrete and the installation of one layer of component above that are attached position be applied after one layer
Work.And routine PC patterns assembling building need could complete within several days a Rotating fields construction (after laminated floor slab pouring concrete need
Just to facilitate the construction for carrying out last layer after initial set).
The present invention cuts the meaning of building structure construction to existing steel reinforced concrete frame：
The whole grafting tenons of wall, floor member installation bar connecting of the assembled architecture of the present invention connect, Lou Tijie
Structure intensity is higher than cast-in-place concrete structure；Can safety replacement conventional cast-in-place concrete construction method of construction.
The monoblock type combined column beam wall body construction of the present invention is tie hoop because stirrup whole, it is possible to increase building body wall
Body vertical bearing capacity, and building body reinforcing bar is mutually inserted tenon connection, building body structural strength is higher than cast-in-place concrete structure；Identical reinforcing bar is used
Amount and thickness of wall body can build the reinforced concrete building higher than cast-in-place pattern；Also height identical with cast-in-place pattern can be realized
Building structure thickness of wall body is reduced to (20 centimetres of wall thicknesses such as conventional frame shear body system can be kept to 15 to 18 centimetres), to realize section
Save the low-carbon mode of construction of concrete.
Wall, the floor member of the assembled architecture of the present invention can realize the comprehensive factory of reinforced concrete buildingses
Change element precast production and efficient live integration bar connecting installation, meet the emission reduction and environmental requirement of construction industry,
The industrialization of construction industry and the Fully-pipelined production of mounting structure are realized, industry technology level is improved.
Wall, floor member and its assembly construction cost of the assembled architecture of the present invention are built less than cast-in-situ steel reinforced concrete
Mode of construction is built, has good economic value.
Claims (10)
1. a kind of wall of assembled architecture, floor connecting node, it is characterised in that including monoblock type combined column beam wall body construction
(20) and monoblock type pre-stress floor component (21), monoblock type combined column beam wall body construction (20) upper/lower terminal is provided with stretching out wall
Body and the connection take capel being spaced apart, the circumferentially-spaced of monoblock type pre-stress floor component (21) are provided with stretching monoblock type and in advance should
Floor distributing reinforcement take capel on the floor distributing reinforcement take capel (14) of power floor member body, monoblock type pre-stress floor component (21)
(14) it is staggered with the connection take capel of monoblock type combined column beam wall body construction (20) upper/lower terminal, floor distributing reinforcement take capel
(14) connected with connection take capel by oval reinforcing bar (12) grafting tenon.
2. a kind of wall of assembled architecture according to claim 1, floor connecting node, it is characterised in that described whole
Body formula combined column beam wall body construction (20) includes non-load bearing wall part (23), and non-load bearing wall part (23) at least side, which is connected with, cuts
Power wall position (24), opposite side connection shear wall position (24) or wall limb newel post (26-1)；
Shear wall part (24) includes shear wall middle part body of wall (25) and is arranged on shear wall middle part body of wall (25) two ends
Shear wall newel post (26)；The framework of steel reinforcement of wall limb newel post (26-1) and shear wall newel post (26) includes being staggered successively
Some tie hoops (1), connected in intervening portion by vertical stud (2) grafting tenon between adjacent tie hoop, vertically
The bottom of stud (2) is equipped with the adapter sleeve for the vertical stud (2) of bilevel shear wall part to be connected
Cylinder (3), each branch sleeve (3) exposes one of the tie hoop (1) on the outside of the outside of concrete members, shear wall newel post (26)
Partly expose the outside of component shear wall part (24) concrete；
The framework of steel reinforcement of shear wall middle part body of wall (25) includes horizontal distribution ring muscle (4) and vertical distribution rings muscle (5), vertical point
Cloth ring muscle (5) is arranged in horizontal distribution ring muscle (4), the take capel at horizontal distribution ring muscle (4) two ends respectively with the middle part of shear wall
Tie hoop on the inside of the shear wall newel post (26) of wall (25) both sides is connected by vertical stud grafting tenon, vertical distribution rings muscle
(5) top and bottom of wall body construction shear wall middle part body of wall (25) concrete, vertical distribution rings muscle are exposed in termination up and down
(5) termination connects take capel as member reinforcing steel bar.
3. a kind of wall of assembled architecture according to claim 2, floor connecting node, it is characterised in that non-bearing
The top composite beam bottom (27) of wall part (23) includes composite beam bottom cage bar (9) and composite beam bottom stirrup (10), overlapping
Beam bottom cage bar (9) is arranged on the corner of composite beam bottom stirrup (10) the same side, the bottom of non-load bearing wall part (23)
Composite beam top (28) includes composite beam top cage bar (7) and composite beam top stirrup (8), and composite beam top cage bar (7) is set
Corner in composite beam top stirrup (8) the same side；
Composite beam bottom cage bar (9) and composite beam top cage bar (7) are embedded in the concrete of non-load bearing wall part (23)；They
Two ends be placed in shear wall newel post (26) cage bar at non-load bearing wall part (23) two ends with stirrup or wall limb newel post
In (26-1) cage bar and stirrup；
The first half of composite beam bottom stirrup (10) exposes non-load bearing wall part (23) with the lower half of composite beam top stirrup (8)
Concrete, and respectively as levels monoblock type combined column beam wall body construction (20) and monoblock type pre-stress floor component (21)
The take capel of grafting tenon even.
4. a kind of wall of assembled architecture according to claim 3, floor connecting node, it is characterised in that composite beam
Connected between bottom cage bar (9) and composite beam top cage bar (7) by the vertical distribution rings muscle (11) in non-bearing wall body.
5. a kind of wall of assembled architecture according to claim 1, floor connecting node, it is characterised in that described whole
The both sides of body formula combined column beam wall body construction (20) offer wall body construction side grooves construction (15), and top offers wall
Top groove constructs (16), and the bottom of monoblock type combined column beam wall body construction (20) is prefabricated with the prominent construction of evagination
(17)。
6. a kind of wall of assembled architecture according to claim 1, floor connecting node, it is characterised in that described whole
There are several spaced wall concrete filled steel tube bearings (18) bottom of body formula combined column beam wall body construction (20).
7. a kind of wall of assembled architecture according to claim 1, floor connecting node, it is characterised in that described whole
Chamfer configuration (19) is offered on the edge of body formula pre-stress floor component (21) surrounding.
8. a kind of wall of assembled architecture according to claim 1, floor connecting node, it is characterised in that described whole
The framework of steel reinforcement of body formula pre-stress floor component (21) includes horizontal and vertical floor prestressing force take capel distributing reinforcement arranged in a crossed manner
(22), floor prestressing force take capel distributing reinforcement (22) is double end ring flat-plate distributing reinforcement, the two ends of floor prestressing force take capel distributing reinforcement (22)
For floor distributing reinforcement take capel (14), the two ends of floor distributing reinforcement take capel (14) expose monoblock type pre-stress floor concrete members
Outside, and as connection take capel.
9. a kind of wall of assembled architecture, floor connection method, it is characterised in that monoblock type combined column beam wall body construction (20)
During with monoblock type pre-stress floor component (21) assembly connection, by bilevel monoblock type combined column beam wall body construction (20)
Vertical stud (2) between by branch sleeve (3) connect, by the company on the monoblock type combined column beam wall body construction (20) on upper strata
Connect take capel, the connection take capel on lower two layers monoblock type combined column beam wall body construction (20) and monoblock type pre-stress floor component
(21) the floor distributing reinforcement take capel (14) on is staggered, and then passes through oval reinforcing bar (12) and the connection take capel and floor
Distributing reinforcement take capel (14) grafting tenon connects, and the two ends of oval reinforcing bar (12) are in the inner side of vertical stud (2).
10. a kind of wall of assembled architecture according to claim 9, floor connection method, it is characterised in that monoblock type
When combined column beam wall body construction (20) and monoblock type combined column beam wall body construction (20) assembly connection：
When two monoblock type combined column beam wall body construction (20) straight line connections, by phase monoblock type combined column beam wall body construction (20)
The tie hoop of both sides interlocks, and coaxially oval reinforcing bar (12) the grafting tenon of insertion connects afterwards in mutually ginseng corner；
As right angle connection, adjacent three monoblock type combined columns Liang Qiang between two neighboring monoblock type combined column beam wall body construction (20)
, will when right angle is connected between right angle connection and adjacent four monoblock types combined column beam wall body construction (20) between body component (20)
The square spiral that the part that the tie hoop of monoblock type combined column beam wall body construction (20) end exposes is embedded in a level
Stirrup (13) corner is coaxially inserted oval reinforcing bar (12) grafting tenon and connected afterwards.
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| CN201710587164.2A CN107201782A (en) | 2017-07-18 | 2017-07-18 | A kind of wall of assembled architecture, floor connecting node and method |
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| CN201710587164.2A CN107201782A (en) | 2017-07-18 | 2017-07-18 | A kind of wall of assembled architecture, floor connecting node and method |
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| CN110067305A (en) * | 2018-01-23 | 2019-07-30 | 润弘精密工程事业股份有限公司 | Beam-column joint structure and its construction method |
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