CN106121039B - Villages and small towns masonry structure assembled integral ring beam and construction column combined method - Google Patents
Villages and small towns masonry structure assembled integral ring beam and construction column combined method Download PDFInfo
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- CN106121039B CN106121039B CN201610571599.3A CN201610571599A CN106121039B CN 106121039 B CN106121039 B CN 106121039B CN 201610571599 A CN201610571599 A CN 201610571599A CN 106121039 B CN106121039 B CN 106121039B
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- constructional column
- collar tie
- tie beam
- prefabricated section
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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
- E04B1/18—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
- E04B1/20—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of concrete, e.g. reinforced concrete, or other stonelike material
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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
- E04B1/18—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
- E04B1/20—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of concrete, e.g. reinforced concrete, or other stonelike material
- E04B1/21—Connections specially adapted therefor
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B2/00—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls
- E04B2/56—Load-bearing walls of framework or pillarwork; Walls incorporating load-bearing elongated members
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B2/00—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls
- E04B2/56—Load-bearing walls of framework or pillarwork; Walls incorporating load-bearing elongated members
- E04B2/64—Load-bearing walls of framework or pillarwork; Walls incorporating load-bearing elongated members with elongated members of concrete
- E04B2/68—Load-bearing walls of framework or pillarwork; Walls incorporating load-bearing elongated members with elongated members of concrete made by filling-up wall cavities
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B2/00—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls
- E04B2/56—Load-bearing walls of framework or pillarwork; Walls incorporating load-bearing elongated members
- E04B2002/567—Load-bearing walls of framework or pillarwork; Walls incorporating load-bearing elongated members with posts or pillars made from a plurality of smaller prefabricated elements
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- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Physics & Mathematics (AREA)
- Electromagnetism (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Joining Of Building Structures In Genera (AREA)
Abstract
The invention discloses a kind of villages and small towns masonry structure assembled integral ring beam and construction column combined method, including：(1) prefabricated collar tie beam block, tenon block, the constructional column block without horse tooth trough, containing horse tooth trough and the mouth containing tenon；(2) during masonry panel, it will staggeredly contain horse tooth trough and be built by laying bricks or stones without horse tooth trough constructional column block and wall assembling, and form assembled hollowcore precast constructional column；(3) after having built by laying bricks or stones, steel reinforcement cage is put into centre bore, casting concrete forms assembled integral constructional column；(4) tenon outlet structure post is connected with collar tie beam prefabricated section by prefabricated tenon block, reserve the elongated muscle of each placement diameter >=10mm in stirrup in collar tie beam prefabricated section top, it is connected with constructional column steel reinforcement cage, clay brick is built on prefabricated section top both sides by laying bricks or stones and casting concrete forms assembled integral collar tie beam, builds by laying bricks or stones to form assembled integral ring beam and construction column house successively.The present invention is advantageously implemented masonry structure industrialized production, construction standardization and green, the anti-seismic performance of raising villages and small towns masonry structure building, guarantee masses' security of the lives and property.
Description
Technical field
The invention belongs to building structure technology field, and in particular to be combined to one kind assembling with cast-in-place, suitable for villages and small towns
Assembled integral collar tie beam-constructional column combined method of masonry structure building, meet " the beautiful green agriculture in rural area that country advocates energetically
The construction basic demand in room ".
Background technology
Masonry structure is one of more long house structural system of China's usage history, because its materials is easy, construction letter
Just the features such as, economical and beautiful, largely used in each department for a long time.At the initial stage end of the seventies in last century to the nineties, build
Body structure residential construction was once accounting for more than the 90% of residential housing sum, and masonry structure building is still even to this day
The architectural structure system that vast rural area mainly uses.However, China but be the country of most serious of suffering disaster from an earthquake in the world
One of, the area that provides fortification against earthquakes (6-9 degree) accounts for 80% of area or so, so that China major part rural area is all by earthquake
The threat of disaster；Also, when Wenchuan earthquake and Lushan earthquake are had shown by equal earthquake, people in the countryside injures and deaths number, masonry
Structural construction destroys and degree of caving in is far above city.Obviously, research and earthquake reflect：Although masonry in all previous earthquake
Structure earthquake is the most serious, but still has preferably according to the masonry structure of the fortifications against earthquakes such as collar tie beam-constructional column
Anti-seismic performance, it can also meet that current specifications is set up defences requirement to building structure aseismatic well.Due to historical reasons and economic level
The post-disaster reconstruction such as restriction, Wenchuan earthquake, Yushu earthquake, Lushan earthquake during, villages and small towns resident still selects to have built masonry
Structural building, and this structural system will use for a long time in the regular period from now in country building.Therefore, villages and small towns are improved to build
Body structural building anti-seismic performance is subject matter urgently to be resolved hurrily.
At present, cast-in-place ring beam and construction column is the main fortification against earthquakes that masonry structure is built, and correlative study achievement
And masonry structure building earthquake damage characteristics have shown that the importance for setting collar tie beam and constructional column in Wenchuan, Lushan earthquake,
But occur Some Villagers during post-disaster reconstruction and villager's newly constructed house and be unwilling to use or only locally use collar tie beam
Constructional column or ring beam and construction column, the construction quality for constructional column and collar tie beam also occur is set very poor to be unable to operative constraint wall on a small quantity
Body, so as to improve the anti-seismic performance of masonry structure building.Trace it to its cause：First, financial cost input increase, according to code requirement
Ring beam and construction column is set in masonry structure building, cost can be made to increase by 25% or so, therefore part family economical condition is poor
Villager abandon using constructional column or only pour ground collar tie beam or constructional column only is set in bottom or thickens wall inner panel
Thickness replace collar tie beam etc.；Secondly, ring beam structure post design pours lack of standardization, does not reach requirements for fortification against earthquake, due to rural area
Economic and technical condition limits, and workmen is most for local craftsman and neighbourhood relative, shortage specialized technical knowledge, it is impossible to protect
Demonstrate,prove quality, so as to be unfavorable for the security of structure, as constructional column do not configure connecting lacing wire, first pour constructional column build by laying bricks or stones again fragment of brick, construction
Post is not provided with horse tooth trough etc.；Furthermore in order to save duration accelerating construction progress, so as to reduce the input of energy and financial resources, part
Villager also actively abandons using ring beam and construction column.
It is noted that compared with the level of other work post construction technologies, building by laying bricks or stones for villages and small towns bricklayer among the people is horizontal of a relatively high,
Easy-to-use building construction mode is also one of basic reason that masonry structure receives an acclaim in rural area.If therefore, can be by structure
Make the more difficult and time-consuming more construction technology of process in post work progress and be changed into brick-building art, construction is realized by building assembling by laying bricks or stones
The construction of post and collar tie beam, so as to form the prefabricated construction of constructional column and collar tie beam, it not only can effectively reduce difficulty of construction and make
Valency, it can also facilitate the specification application and large-scale popularization of constructional column and collar tie beam in the masonry structure of villages and small towns.At present, exploitation is applied to village
The articulated constuction post of town masonry structure building and collar tie beam combination technique, it is to improve villages and small towns masonry structure building anti-seismic performance, it is real
One effective way of existing villages and small towns Traditional Agricultural room building industrialization.Based on this, the present invention uses the mortise-tenon joint of traditional timber structure
Technology, with reference to prefabricated assembled and cast-in-place connection construction technique, it is proposed that the assembling suitable for villages and small towns masonry structure building is overall
Formula collar tie beam-constructional column combination technique.
The content of the invention
It is an object of the invention to solve at least the above and/or defect, and provide at least will be described later it is excellent
Point.
Primarily to improving the anti-seismic performance of villages and small towns civil buildings, develop one kind makes the present invention suitable for rural area craftsman
Ring beam and construction column building technology, so as to realize villages and small towns civil buildings industrialization, meet " the beautiful rural area that country advocates energetically
The construction requirement in green agriculture room ".
In order to realize according to object of the present invention and further advantage, there is provided a kind of villages and small towns masonry structure assembling is overall
Formula collar tie beam-constructional column combination technique, comprises the following steps：
Step 1: production collar tie beam prefabricated section, tenon block, the hollow constructional column without horse tooth trough, containing horse tooth trough and the mouth containing tenon are prefabricated
Block；
Step 2: in bar stone foundation or cast-in-place grade beam, first layer building block or clay tile wall are built by laying bricks or stones, while also interlock
The hollow constructional column prefabricated section without horse tooth trough, containing horse tooth trough is assembled, forms hollowcore precast constructional column, and in collar tie beam connecting portion cloth
The constructional column prefabricated section with tenon mouth is put to be connected with collar tie beam prefabricated section, but hollowcore precast constructional column is connected with basis or grade beam
Place should reserve the anchoring joint bar for setting and being connected with hollowcore precast constructional column, and hollowcore precast should be set to construct along wall height
Level between post and wall sockets reinforcing bar, level socket reinforcing bar by the assembling between constructional column prefabricated section build by laying bricks or stones seam with it is hollow pre-
Constructional column processed is connected, as building wall rise assembled hollowcore precast constructional column also gradually forms, in hollowcore precast constructional column
Between the sectional dimension of hollow hole be 140mm × 140mm；
Step 3: after the completion of first layer house wall is built by laying bricks or stones, by the colligation constructional column that sectional dimension is 120mm × 120mm
Steel reinforcement cage is put into prefabricated structure post hollow hole, while is cleared up using the preset hole of most hypodermis constructional column prefabricated section side
The mortar and debris to be dropped in prefabricated structure post hollow hole, side perforate is then blocked, to hollow hole concreting,
Form assembled integral constructional column；
Step 4: tenon outlet structure post block and collar tie beam prefabricated section joggle, collar tie beam prefabricated section are passed through between each other by tenon block
Tenon block is connected to form collar tie beam；The elongated reinforcing bar that arrangement colligation diameter >=10mm in stirrup is reserved on collar tie beam prefabricated section top is formed
Steel reinforcement cage, be connected with constructional column steel reinforcement cage, finally built by laying bricks or stones in collar tie beam prefabricated section upper reinforcement cage both sides clay brick formed it is hollow
Groove, last casting concrete form inverted T shaped assembled integral collar tie beam with collar tie beam prefabricated section；Order is built by laying bricks or stones by masonry structure, by
Under up successively build by laying bricks or stones to form assembled integral collar tie beam-constructional column masonry structure building.
Preferably, masonry mortar used in building block or clay tile wall and the hollow constructional column prefabricated section of building by laying bricks or stones builds sand by laying bricks or stones
Intensity all same is starched, the mortar strength is not less than M2.5.
Preferably, the post of outlet structure containing the tenon prefabricated section, the vertical muscle arrangement of reinforcement of collar tie beam prefabricated section are 4 φ 10mm, stirrup
For the@200 of φ 6.
Preferably, in the step 2,2 φ 6mm between hollowcore precast constructional column and wall are arranged every 500mm
Level sockets reinforcing bar.
Preferably, in the step 3, the vertical muscle of constructional column steel reinforcement cage is not less than 4 φ 12mm in constructional column centre bore, binds round
Muscle is the@200 of φ 6；And 2 diameter >=10mm elongated reinforcing bar is respectively arranged between two layers of wall mortar joint under collar tie beam prefabricated section, remaining
Layer is not less than 1m per side built-in length.
Preferably, the hollowcore precast constructional column and basis or grade beam connecting portion, should be set not less than 4 φ
12mm anchoring joint bar, joint bar stretch into length in hollowcore precast constructional column and are not less than 1m.
Preferably, the tenon mouth cross sectional shape on the collar tie beam prefabricated section and the post prefabricated section of outlet structure containing tenon is interior big outer
Small back taper groove, and collar tie beam prefabricated section is connected by tenon block between each other, two layers of mortar joint respectively sets 2 φ 10mm elongated under collar tie beam
Muscle is connected with hollowcore precast constructional column.
Preferably, in the step 4, collar tie beam prefabricated section top sets arrangement in reserved 120mm × 60mm stirrup straight
Footpath >=10mm longitudinal reinforcement forms steel reinforcement cage, and steel reinforcement cage both sides build clay brick by laying bricks or stones and form medium altitude groove, casting concrete and circle
Beam prefabricated piece forms inverted T shaped assembled entirety collar tie beam.
Preferably, the hollow constructional column prefabricated section of the mouth containing tenon includes with collar tie beam connecting for the constructional column of masonry L corners
Connect L tenon outlet structure posts block, the constructional column for masonry T-shaped corner and the T-shaped tenon outlet structure post block of collar tie beam junction at place, use
In the constructional column of masonry right-angled intersection and the tenon outlet structure post block of collar tie beam junction and the constructional column mesomelic for masonry wall
With tenon outlet structure post block in the middle part of the wall limb of collar tie beam junction；It is described to include being used for masonry L containing the hollow constructional column prefabricated section of horse tooth trough
The corner constructional column of raft containing horse block, for the block of constructional column containing horse tooth trough at masonry T-shaped corner, for containing at masonry right-angled intersection
Horse tooth trough constructional column block and for the block of constructional column containing horse tooth trough in the middle part of masonry wall limb.
Prefabricated constructional column block and blockwork form template in the present invention, eliminate template support process, constructional column is cast-in-place
Have that part is cast-in-place with collar tie beam, good integrity；The cast-in-place part steel reinforcement cage connection of mortise-tenon joint, ring beam and construction column simultaneously strengthens structure
The collaborative work ability of post and collar tie beam prefabricated section is made, forms the framework of constraint deformation of wall.The present invention comprises at least beneficial below
Effect：
(1) present invention eliminates the construction technology of integral cast-in-situ collar tie beam and constructional column concrete, saves concrete curing
Time, while the working procedures such as collar tie beam, constructional column template support, dismounting are also eliminated, construction speed is greatly accelerated, shortens work
Phase, ensure construction quality, be cost-effective；(2) building block of building structure post and wall form template, and assemble construction technology and masonry
Construction technology is identical, easy to operate；(3) constructional column building block and collar tie beam joggle and cast-in-place part ring beam and construction column steel reinforcement cage phase
The ability to be cooperated between constructional column and collar tie beam can be strengthened by connecting, and construction is simple；(4) collar tie beam building block tenon mouth groove uses dovetail
Form, the ability to be cooperated between collar tie beam prefabricated section can be strengthened, top reserves stirrup and indulges muscle composition steel reinforcement cage with colligation, cast-in-place
Carrying and the deformability of prefabricated collar tie beam part can effectively be strengthened afterwards；(5) prefabricated components batch production is processed, quick construction, reliable
Performance is good, cost is low, superior performance, and constructional column can be built by laying bricks or stones simultaneously with collar tie beam with building wall, is reduced working procedure, is improved
Speed of application.(6) present invention is advantageously implemented Design of Masonry Structures modularization, industrialized production, construction standardization, improves villages and small towns
Masonry structure building anti-seismic performance, ensure masses' security of the lives and property.
Further advantage, target and the feature of the present invention embodies part by following explanation, and part will also be by this
The research and practice of invention and be understood by the person skilled in the art.
Brief description of the drawings：
Fig. 1 is the schematic three dimensional views and size of prefabricated no horse tooth trough constructional column block in the present invention；
Fig. 2 is the schematic three dimensional views and size for being used for the masonry L corners constructional column block of raft containing horse in the present invention；
Fig. 3 is the schematic three dimensional views and size for being used for masonry L corners tenon outlet structure post block in the present invention；
Fig. 4 is the schematic three dimensional views and size for being used for the block of constructional column containing horse tooth trough at masonry T-shaped corner in the present invention；
Fig. 5 is the schematic three dimensional views and size for being used for tenon outlet structure post block at masonry T-shaped corner in the present invention；
Fig. 6 is the schematic three dimensional views and size for being used for the block of constructional column containing horse tooth trough at masonry right-angled intersection in the present invention；
Fig. 7 is the schematic three dimensional views and size for being used for tenon outlet structure post block at masonry right-angled intersection in the present invention；
Fig. 8 is the schematic three dimensional views and size for being used for the block of constructional column containing horse tooth trough in the middle part of masonry wall limb in the present invention；
Fig. 9 is the schematic three dimensional views and size for being used for masonry wall limb center tenon outlet structure post block in the present invention；
Figure 10 is the schematic three dimensional views and size of prefabricated collar tie beam block in the present invention；
Figure 11 is the schematic three dimensional views and size of prefabricated tenon block in the present invention；
Figure 12 is the tenon outlet structure post block arrangement of reinforcement schematic diagram for being used for masonry L corners in the present invention；
Figure 13 is the tenon outlet structure post block arrangement of reinforcement schematic diagram for being used for masonry T-shaped corner in the present invention；
Figure 14 is the tenon outlet structure post block arrangement of reinforcement schematic diagram being used in the present invention at masonry right-angled intersection；
Figure 15 is to be used for the mesomelic tenon outlet structure post block arrangement of reinforcement schematic diagram of masonry wall in the present invention；
Figure 16 is the reinforcement structure schematic diagram of prefabricated collar tie beam block in the present invention；
Figure 17 is the suggestion arrangement of reinforcement of prefabricated tenon block 7 in the present invention；
Figure 18 is to build form schematic diagram by laying bricks or stones for the masonry L corners block of constructional column containing horse tooth trough in the present invention；
Figure 19 is to be used to constructional column containing horse tooth trough block at masonry T-shaped corner in the present invention build form schematic diagram by laying bricks or stones；
Figure 20 is to be used to the block of constructional column containing horse tooth trough at masonry right-angled intersection in the present invention build form schematic diagram by laying bricks or stones；
Figure 21 is to build form schematic diagram by laying bricks or stones for the masonry wall limb middle part block of constructional column containing horse tooth trough in the present invention；
Figure 22 is to be used for tenon outlet structure post block and prefabricated collar tie beam block connection diagram at masonry right-angled intersection in the present invention；
Figure 23 is the connection diagram that prefabricated collar tie beam block is mutual in the present invention；
Figure 24 is that schematic diagram is completed in the combination of assembled integral constructional column collar tie beam in the present invention；
Embodiment：
With reference to embodiment, the present invention is described in further detail, to make those skilled in the art with reference to specification
Word can be implemented according to this.
It should be appreciated that such as " having ", "comprising" and " comprising " term used herein do not allot one or more
The presence or addition of individual other elements or its combination.
Embodiment 1：
As shown in Fig. 1~24, a kind of villages and small towns masonry structure assembled integral collar tie beam-constructional column combination technique, including it is following
Step：
Step 1: production collar tie beam prefabricated section 1, tenon block 2, without the hollow constructional column prefabricated section 3 of horse tooth trough, for masonry L corners
Constructional column and collar tie beam junction L tenon outlet structure posts block 11, the constructional column for masonry T-shaped corner and collar tie beam junction
T-shaped tenon outlet structure post block 12, the constructional column for masonry right-angled intersection and collar tie beam junction tenon outlet structure post block 13, be used for
The mesomelic constructional column of masonry wall contains with the wall limb middle part tenon outlet structure post block 14 of collar tie beam junction, for masonry L corners
Horse raft constructional column block 4, for the block of constructional column containing horse tooth trough 5 at masonry T-shaped corner, for containing horse tooth trough at masonry right-angled intersection
Constructional column block 6 and for the block of constructional column containing horse tooth trough 7 in the middle part of masonry wall limb；
Step 2: in bar stone foundation or cast-in-place grade beam, first layer building block or clay tile wall are built by laying bricks or stones, while also interlock
The hollow constructional column prefabricated section without horse tooth trough 3, containing horse tooth trough (4,5,6,7) is assembled, forms hollowcore precast constructional column, and in collar tie beam
Connecting portion arranges the constructional column prefabricated section (11,12,13,14) with tenon mouth to be connected with collar tie beam prefabricated section, but hollow pre-
Constructional column processed should be reserved with basis or grade beam junction sets the anchoring joint bar that is connected with hollowcore precast constructional column, and along wall
Body height should be set between hollowcore precast constructional column and wall every 500mm6mm levels socket reinforcing bar, and level sockets steel
Muscle is built seam by laying bricks or stones by the assembling between constructional column prefabricated section and is connected with hollowcore precast constructional column, as building wall raises assembled sky
Heart prefabricated constructional column also gradually forms, and the sectional dimension in hollowcore precast constructional column central hollow hole is 140mm × 140mm；It is described
The nethermost hollow constructional column prefabricated section side of articulated constuction post is provided with hole, so that debris understands in centre bore；
Step 3: after the completion of first layer house wall is built by laying bricks or stones, by the colligation constructional column that sectional dimension is 120mm × 120mm
Steel reinforcement cage 8 is put into prefabricated structure post hollow hole, while clear using the preset hole of most hypodermis constructional column prefabricated section side
The mortar and debris to be dropped in reason prefabricated structure post hollow hole, then blocks side perforate, to hollow hole placing coagulation
Soil, form assembled integral constructional column；
Step 4: by tenon block 2 by the tenon outlet structure post block (11,12,13,14) and the tenon of collar tie beam prefabricated section 1 of different structure
Connect, collar tie beam prefabricated section 1 is connected by tenon block 2 to form collar tie beam between each other；Reserve in stirrup 10 and arrange in collar tie beam prefabricated section top
Colligation diameter >=10mm elongated reinforcing bar 9 forms steel reinforcement cage, is connected with constructional column steel reinforcement cage 8, finally on collar tie beam prefabricated section
Portion builds steel reinforcement cage both sides clay brick by laying bricks or stones and forms medium altitude groove, last casting concrete and collar tie beam prefabricated section formed it is inverted T shaped assemble it is whole
Body formula collar tie beam；Order is built by laying bricks or stones by masonry structure, successively builds by laying bricks or stones to form assembled integral collar tie beam-constructional column masonry structure from lower to upper
House.
In the above-mentioned technical solutions, it is described to build masonry mortar used in building block or clay tile wall by laying bricks or stones and hollow constructional column is prefabricated
Block masonry mortar intensity all same, the mortar strength are not less than M2.5.
In the above-mentioned technical solutions, as Figure 12~16, the post of outlet structure containing the tenon prefabricated section, the vertical muscle of collar tie beam prefabricated section are matched somebody with somebody
Muscle is that 4 φ 10mm, stirrup are the@200 of φ 6.
In the above-mentioned technical solutions, in the step 3, constructional column steel reinforcement cage 8 indulges muscle not less than 4 in constructional column centre bore
φ 12mm, stirrup are the@200 of φ 6；And under collar tie beam prefabricated section between two layers of wall mortar joint each 2 diameter >=10mm of arrangement it is elongated
Reinforcing bar, remainder layer are not less than 1m per side built-in length.
In the above-mentioned technical solutions, the hollowcore precast constructional column and basis or grade beam connecting portion, should be set not
Less than 4 φ 12mm anchoring joint bar, joint bar stretches into length in hollowcore precast constructional column and is not less than 1m.
In the above-mentioned technical solutions, the tenon mouth cross sectional shape on the collar tie beam prefabricated section and the post prefabricated section of outlet structure containing tenon is equal
It is interior big outer small back taper groove, and collar tie beam prefabricated section is connected by tenon block between each other, two layers of mortar joint respectively sets 2 φ under collar tie beam
The elongated muscle of 10mm is connected with hollowcore precast constructional column.
In the above-mentioned technical solutions, in the step 4, collar tie beam prefabricated section top sets reserved 120mm × 60mm hoop
Placement diameter >=10mm longitudinal reinforcement forms steel reinforcement cage in muscle 10, and steel reinforcement cage both sides build clay brick by laying bricks or stones and form medium altitude groove, pour
Build concrete and form inverted T shaped assembled entirety collar tie beam with collar tie beam prefabricated section.
Although embodiment of the present invention is disclosed as above, it is not restricted in specification and embodiment listed
With it can be applied to various suitable the field of the invention completely, can be easily for those skilled in the art
Other modification is realized, therefore under the universal limited without departing substantially from claim and equivalency range, it is of the invention and unlimited
In specific details and shown here as the legend with description.
Claims (9)
1. a kind of villages and small towns masonry structure assembled integral collar tie beam-constructional column combined method, it is characterised in that comprise the following steps：
Step 1: production collar tie beam prefabricated section, tenon block, the hollow constructional column prefabricated section without horse tooth trough, containing horse tooth trough and the mouth containing tenon；
Step 2: in bar stone foundation or cast-in-place grade beam, first layer building block or clay tile wall are built by laying bricks or stones, while also staggeredly assemble
Hollow constructional column prefabricated section without horse tooth trough, containing horse tooth trough, assembled hollowcore precast constructional column is formed, and in collar tie beam connecting portion
The hollow constructional column prefabricated section with tenon mouth is arranged to be connected with collar tie beam prefabricated section, but assembled hollowcore precast constructional column and base
Plinth or grade beam junction should reserve the anchoring joint bar for setting and being connected with assembled hollowcore precast constructional column, and along wall highly
The level between assembled hollowcore precast constructional column and wall should be set to socket reinforcing bar, it is pre- by hollow constructional column that level sockets reinforcing bar
Assembling between clamp dog is built seam by laying bricks or stones and is connected with assembled hollowcore precast constructional column, as building wall raises assembled hollowcore precast
Constructional column also gradually forms, and the sectional dimension in assembled hollowcore precast constructional column central hollow hole is 140mm × 140mm；
Step 3: after the completion of first layer house wall is built by laying bricks or stones, by the colligation constructional column reinforcing bar that sectional dimension is 120mm × 120mm
Cage is put into assembled hollowcore precast constructional column hollow hole, while utilizes the preset hole of the hollow constructional column prefabricated section side of most hypodermis
The mortar and debris to be dropped in cleaning assembled hollowcore precast constructional column hollow hole, then blocks side perforate, is filled to hollow hole
Concrete is built, forms assembled integral constructional column；
It is Step 4: by tenon block that hollow constructional column prefabricated section and collar tie beam the prefabricated section joggle of the mouth containing tenon, collar tie beam prefabricated section is mutual
Between connected by tenon block to form collar tie beam；Reserve the elongated steel of arrangement colligation diameter >=10mm in stirrup in collar tie beam prefabricated section top
Muscle forms steel reinforcement cage, is connected with the steel reinforcement cage in assembled hollowcore precast constructional column, finally in collar tie beam prefabricated section upper reinforcement
Cage both sides build clay brick by laying bricks or stones and form medium altitude groove, and last casting concrete forms inverted T shaped assembled integral circle with collar tie beam prefabricated section
Beam；Order is built by laying bricks or stones by masonry structure, successively builds by laying bricks or stones to form assembled integral collar tie beam-constructional column masonry structure building from lower to upper.
2. villages and small towns masonry structure assembled integral collar tie beam-constructional column combined method as claimed in claim 1, it is characterised in that
It is described to build masonry mortar used in first layer building block or clay tile wall by laying bricks or stones and hollow constructional column prefabricated section masonry mortar intensity is homogeneous
Together, the mortar strength is not less than M2.5.
3. villages and small towns masonry structure assembled integral collar tie beam-constructional column combined method as claimed in claim 1, it is characterised in that
Hollow constructional column prefabricated section, the vertical muscle arrangement of reinforcement of collar tie beam prefabricated section of the mouth containing tenon are that 4 φ 10mm, stirrup are the@200 of φ 6.
4. villages and small towns masonry structure assembled integral collar tie beam-constructional column combined method as claimed in claim 1, it is characterised in that
In the step 2, the level for arranging 2 φ 6mm between assembled hollowcore precast constructional column and wall every 500mm sockets reinforcing bar.
5. villages and small towns masonry structure assembled integral collar tie beam-constructional column combined method as claimed in claim 1, it is characterised in that
In the step 3, the vertical muscle of constructional column steel reinforcement cage is not less than 4 φ 12mm in assembled hollowcore precast constructional column centre bore, and stirrup is
φ6@200；And respectively 2 diameter >=10mm of arrangement elongated reinforcing bar, remainder layer are every between two layers of wall mortar joint under collar tie beam prefabricated section
Side built-in length is not less than 1m.
6. villages and small towns masonry structure assembled integral collar tie beam-constructional column combined method as claimed in claim 1, it is characterised in that
The assembled hollowcore precast constructional column and basis or grade beam connecting portion, should set the anchoring not less than 4 φ 12mm to insert
Muscle, joint bar stretch into length in assembled hollowcore precast constructional column and are not less than 1m.
7. villages and small towns masonry structure assembled integral collar tie beam-constructional column combined method as claimed in claim 1, it is characterised in that
Tenon mouth cross sectional shape on the hollow constructional column prefabricated section of the collar tie beam prefabricated section and the mouth containing tenon is interior big outer small back taper
Groove, and collar tie beam prefabricated section is connected by tenon block between each other, two layers of mortar joint respectively sets the elongated muscle of 2 φ 10mm and assembled under collar tie beam
Hollowcore precast constructional column is connected.
8. villages and small towns masonry structure assembled integral collar tie beam-constructional column combined method as claimed in claim 1, it is characterised in that
In the step 4, collar tie beam prefabricated section top sets longitudinal steel of placement diameter >=10mm in reserved 120mm × 60mm stirrup
Muscle forms steel reinforcement cage, and steel reinforcement cage both sides build clay brick by laying bricks or stones and form medium altitude groove, and casting concrete forms inverted T shaped with collar tie beam prefabricated section
Assembled entirety collar tie beam.
9. villages and small towns masonry structure assembled integral collar tie beam-constructional column combined method as claimed in claim 1, it is characterised in that
The hollow constructional column prefabricated section of the mouth containing tenon includes being connected with collar tie beam for the assembled hollowcore precast constructional column of masonry L corners
The hollow constructional column prefabricated section of L tenon mouths, the assembled hollowcore precast constructional column for masonry T-shaped corner and the collar tie beam junction at place
The hollow constructional column prefabricated section of T-shaped tenon mouth, the assembled hollowcore precast constructional column for masonry right-angled intersection and collar tie beam junction
The hollow constructional column prefabricated section of tenon mouth and for the mesomelic assembled hollowcore precast constructional column of masonry wall and collar tie beam junction
The hollow constructional column prefabricated section of tenon mouth in the middle part of wall limb；The hollow constructional column prefabricated section containing horse tooth trough includes being used for masonry L corners
Locate the hollow constructional column prefabricated section of raft containing horse, at masonry T-shaped corner containing the hollow constructional column prefabricated section of horse tooth trough, for masonry
Containing the hollow constructional column prefabricated section of horse tooth trough and for the hollow constructional column prefabricated section containing horse tooth trough in the middle part of masonry wall limb at right-angled intersection.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610571599.3A CN106121039B (en) | 2016-07-19 | 2016-07-19 | Villages and small towns masonry structure assembled integral ring beam and construction column combined method |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610571599.3A CN106121039B (en) | 2016-07-19 | 2016-07-19 | Villages and small towns masonry structure assembled integral ring beam and construction column combined method |
Publications (2)
| Publication Number | Publication Date |
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| CN106121039A CN106121039A (en) | 2016-11-16 |
| CN106121039B true CN106121039B (en) | 2018-02-27 |
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| CN201610571599.3A Expired - Fee Related CN106121039B (en) | 2016-07-19 | 2016-07-19 | Villages and small towns masonry structure assembled integral ring beam and construction column combined method |
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Cited By (1)
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| CN108331198A (en) * | 2018-03-05 | 2018-07-27 | 西南科技大学 | A kind of novel fabricated reinforced concrete circle beam-constructional column method of construction |
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| CN107119852B (en) * | 2017-06-27 | 2018-12-18 | 西南科技大学 | Square steel tube sandy gravel collar tie beam-constructional column method of construction suitable for villages and small towns masonry structure building |
| CN107327019A (en) * | 2017-07-05 | 2017-11-07 | 宁波二十冶建设有限公司 | One kind exempts from template cast-in-situ steel reinforced concrete collar tie beam structure and its construction method |
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| CN112962863B (en) * | 2021-02-08 | 2022-10-28 | 江西科技学院 | Construction method of semi-prefabricated ring beam and semi-prefabricated ring beam structure |
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| JPH1061005A (en) * | 1996-08-20 | 1998-03-03 | Fujita Corp | Method and unit for connecting column and beam made of reinforced concrete |
| CN101457556A (en) * | 2006-06-16 | 2009-06-17 | 罗进南 | Core beam constructional column mixed combination wall, building method and relevant building block |
| CN101429803B (en) * | 2008-12-05 | 2011-01-12 | 重庆大学 | Construction column used for masonry structure and its production method and special precast segment |
| CN101498132B (en) * | 2009-02-23 | 2011-02-02 | 从卫民 | Building combined type foundation, collar beam and combined frame composed of foundation and collar beam |
| CN101769008B (en) * | 2010-01-11 | 2011-06-15 | 郑州大学 | Method for constructing quake-proof masonry house by utilizing prefabricated constructional column ring beams |
| CN204001814U (en) * | 2014-06-27 | 2014-12-10 | 富阳宏成科技咨询有限公司 | A kind of gingival cyst of mucous gland in the newborn post bracing means of wall building |
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| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108331198A (en) * | 2018-03-05 | 2018-07-27 | 西南科技大学 | A kind of novel fabricated reinforced concrete circle beam-constructional column method of construction |
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