CN106948479A - Assembled grange framework - Google Patents
Assembled grange framework Download PDFInfo
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- CN106948479A CN106948479A CN201710335757.XA CN201710335757A CN106948479A CN 106948479 A CN106948479 A CN 106948479A CN 201710335757 A CN201710335757 A CN 201710335757A CN 106948479 A CN106948479 A CN 106948479A
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- 230000003014 reinforcing effect Effects 0.000 claims description 72
- 239000004567 concrete Substances 0.000 claims description 65
- 238000004519 manufacturing process Methods 0.000 claims description 17
- 229910000831 Steel Inorganic materials 0.000 claims description 12
- 239000010959 steel Substances 0.000 claims description 12
- 238000007569 slipcasting Methods 0.000 claims description 8
- 239000011150 reinforced concrete Substances 0.000 claims description 7
- 238000011065 in-situ storage Methods 0.000 claims description 6
- 101001075931 Halobacterium salinarum (strain ATCC 700922 / JCM 11081 / NRC-1) 50S ribosomal protein L6 Proteins 0.000 claims description 5
- 101000576569 Halobacterium salinarum (strain ATCC 700922 / JCM 11081 / NRC-1) 50S ribosomal protein L18 Proteins 0.000 claims description 3
- 238000005266 casting Methods 0.000 claims description 3
- 239000002002 slurry Substances 0.000 claims description 3
- 238000010276 construction Methods 0.000 abstract description 23
- 230000006378 damage Effects 0.000 abstract description 2
- 230000006641 stabilisation Effects 0.000 abstract description 2
- 238000011105 stabilization Methods 0.000 abstract description 2
- 239000000463 material Substances 0.000 description 8
- 210000003205 muscle Anatomy 0.000 description 7
- 238000000034 method Methods 0.000 description 6
- 239000011449 brick Substances 0.000 description 5
- 238000013461 design Methods 0.000 description 5
- 239000002689 soil Substances 0.000 description 5
- 230000008901 benefit Effects 0.000 description 4
- 238000009415 formwork Methods 0.000 description 4
- 239000011440 grout Substances 0.000 description 4
- 239000000203 mixture Substances 0.000 description 4
- 230000009286 beneficial effect Effects 0.000 description 3
- 238000011161 development Methods 0.000 description 3
- 238000005516 engineering process Methods 0.000 description 3
- 230000007613 environmental effect Effects 0.000 description 3
- 238000003780 insertion Methods 0.000 description 3
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- 102100032244 Dynein axonemal heavy chain 1 Human genes 0.000 description 2
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- 101001016198 Homo sapiens Dynein axonemal heavy chain 1 Proteins 0.000 description 2
- 101001042446 Homo sapiens Galectin-2 Proteins 0.000 description 2
- 230000008602 contraction Effects 0.000 description 2
- 238000012937 correction Methods 0.000 description 2
- 238000009434 installation Methods 0.000 description 2
- 230000035939 shock Effects 0.000 description 2
- 229920002472 Starch Polymers 0.000 description 1
- 239000004927 clay Substances 0.000 description 1
- 230000015271 coagulation Effects 0.000 description 1
- 238000005345 coagulation Methods 0.000 description 1
- 239000002131 composite material Substances 0.000 description 1
- 239000004035 construction material Substances 0.000 description 1
- 230000008878 coupling Effects 0.000 description 1
- 238000010168 coupling process Methods 0.000 description 1
- 238000005859 coupling reaction Methods 0.000 description 1
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- 239000004570 mortar (masonry) Substances 0.000 description 1
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- 230000001737 promoting effect Effects 0.000 description 1
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Classifications
-
- 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
- E04B1/19—Three-dimensional framework structures
-
- 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
- E04B1/19—Three-dimensional framework structures
- E04B1/1903—Connecting nodes 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
- 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
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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 assembled grange framework, to overcome the construction destruction farmland of the Northeast rural area traditional form house, consume ample resources, construction is complicated, and situ wet operation is more, quality is difficult stabilization, anti-seismic performance cannot be ensured and the problem of long construction period, No. 1 post (Z1) to four rows five of No. 20 posts (Z20) point are arranged be vertically installed in parallel to each other on the basis of, No. 1 longeron (ZL1) is to No. 16 longerons (ZL16), No. 1 crossbeam (HL1) is fixedly mounted on No. 1 post (Z1) to No. 20 post (Z20) tops to No. 15 crossbeams (HL15) using beam column cast-in-place node；No. 1 floor (LB1) is fixedly mounted on No. 1 longeron (ZL1) to No. 16 longerons (ZL16) with No. 1 crossbeam (HL1) to No. 15 crossbeams (HL15), constituting the assembled grange framework of one layer of cuboid to No. 4 floors (LB4) using beam slab cast-in-place node.
Description
Technical field
The present invention relates to a kind of assembled grange for belonging to construction engineering technical field, more specifically, the present invention
It is related to a kind of assembled grange framework.
Background technology
Rural area has been present at this stage house and the house built, most of is self-built housing, Seismic Fortification
Low or do not provide fortification against earthquakes, construction material is diversified in specifications, easily collapses.Villager is when building a house, on the one hand by technology, fund
Restriction, certain understanding is lacked to the geological structure of agriculture premises base, hydrogeologic condition, foundation bearing capacity etc.；On the other hand, peasant
Most of figures that build a house are cheap, figure is convenient, gather materials on the spot and largely use clay solid brick, destroyed land resource.Therefore invent a kind of
Not only structure safety had been ensured but also energy-saving and environmental protection, the new rural house structure of green is very important.
The demonstration project of China's grange and building Socialist New, its structure type is still mixed using traditional brick
Structure or cast-in-place concrete structure.The form of construction work of brick mix structure falls behind, and poor seismic behavior, wall time length, which are easily produced, to be split
Seam, globality poor, energy resource consumption is big.The globality of cast-in-place concrete structure is strong, and anti-seismic performance is good, but also in work progress
Consuming substantial amounts of timber is used for temporary support, scaffold template etc., must also formwork, tie up muscle, cast, maintenance, form removal etc. and constructed
Journey, not only the cycle is long, and consumption is big, and construction is complicated, and situ wet operation is more, and quality is difficult stabilization.Concrete temperature, which shrinks, to be drawn
The restraint stress risen often leads to the crack of cast-in-situ floor, as the application of restriction concrete structure and building development of real estate
Serious negative factor.
Assembly concrete frame structure does not have the processes such as formwork, form removal, and short construction period, technique is relatively easy, scene
Wet trade is few, the prefabricated components steady quality of factorial praluction, is conducive to environmental protection and energy saving, and due to prefabricated components concrete
Through completing contraction, along with often using prestressing force, therefore crack can be controlled effectively, be realize green building, it is green
The important channel of color construction.Frame structure space separates flexibly, has the advantages that more flexibly coordinate horizontal planning of building,
The building structure of larger space is needed beneficial to arrangement, the characteristics of meeting rural area big family.
At present, domestic novel fabricated concrete structure pattern is mainly shear wall structure, because corner is without in post, room
Without beam, fit up and easy to use.The country is mainly for assembling frame structure to apply in public building, Japanese fabricated construction
Mainly frame structure, is widely used in house and Gongjian.No matter both at home and abroad, the development trend of prefabricated concrete structure is prefabricated
Component maximizes, installs mechanization, constructed by professional team, and component requirement on machining accuracy is high, prefabricated components maximum weight
Amount is more than 10 tons, it is therefore desirable to large lifting equipment, and prefabricated components connection needs professional mortar depositing construction.But component maximization,
Difficulty of construction is big, technical sophistication is not appropriate for promoting in rural area at present, and one is that price is high, and current economic level does not allow；
Two be technical sophistication, and rural area does not have professional construction troop.And this assembled grange framework is adapted to answer in northeast village area
With.Peasant build house cycle length, the shortcoming of a large amount of labor intensive material resources can be solved.
The content of the invention
The technical problems to be solved by the invention are to solve the construction destruction agriculture of the Northeast rural area traditional form house
Field, consumption ample resources, construction be complicated and situ wet operation is more, quality be difficult stably, anti-seismic performance cannot ensure and apply
There is provided a kind of assembled grange framework for the problem of work cycle is long.
In order to solve the above technical problems, the present invention adopts the following technical scheme that realization：Described assembled rural area is lived
Residence framework is one layer of rectangular frame, including post, beam, floor and cast-in-place node；
Described post includes No. 1 post to No. 20 posts；
Described beam includes 16 longerons and 15 crossbeams, wherein：16 longerons refer to No. 1 longeron to No. 16 longerons；
15 crossbeams refer to No. 1 crossbeam to No. 15 crossbeams；
Described floor includes No. 1 floor to No. 4 floors；
Described cast-in-place node includes beam column cast-in-place node and beam slab cast-in-place node；
Described No. 1 post, No. 4 posts, No. 20 posts and No. 17 posts are deasil arranged on one in parallel to each other by its lower end
On the basis of at individual rectangle corner, No. 1 post is located at lower right-hand corner simultaneously and ground is vertical；No. 2 posts, No. 3 posts are installed by its lower end
Between No. 1 post and No. 4 posts on line on the basis of and and No. 1 post it is parallel；No. 8 posts, No. 12 posts, No. 16 posts are pacified by its lower end
Between No. 4 posts and No. 20 posts on line on the basis of and and No. 4 posts it is parallel；No. 19, No. 18 posts are arranged on by its lower end
Between No. 20 posts and No. 17 posts on line on the basis of and and No. 20 posts it is parallel；No. 13 posts, No. 9 posts, No. 5 posts are pacified by its lower end
Between No. 17 posts and No. 1 post on line on the basis of and and No. 17 posts it is parallel；No. 7 posts, No. 11 posts, No. 15 posts pass through under it
End be arranged between No. 3 posts and No. 19 posts on line on the basis of and and No. 3 posts it is parallel；No. 6 posts, No. 10 posts, No. 14 posts pass through
Its lower end be arranged between No. 2 posts and No. 18 posts on line on the basis of and and No. 2 posts it is parallel；
No. 1 described crossbeam to No. 3 crossbeams are sequentially arranged at No. 1 post to the top of No. 4 posts and use beam column cast-in-place node
Connection, No. 4 crossbeams to No. 6 crossbeams are sequentially arranged at No. 5 posts to the top of No. 8 posts and using the connection of beam column cast-in-place node, No. 7 horizontal strokes
Beam to No. 9 crossbeams are sequentially arranged at No. 9 posts to the top of No. 12 posts and using the connection of beam column cast-in-place node, and No. 10 crossbeams are to No. 12
Crossbeam is sequentially arranged at No. 13 posts to the top of No. 16 posts and using the connection of beam column cast-in-place node, No. 13 crossbeams to No. 15 crossbeams according to
It is secondary to be arranged on No. 17 posts to the top of No. 20 posts and using the connection of beam column cast-in-place node.
Described No. 1 longeron, No. 5 longerons, No. 9 longerons, No. 13 longerons are sequentially arranged at No. 1 post, No. 5 posts, No. 9 posts, 13
Number post, the top of No. 17 posts and using the connection of beam column cast-in-place node, No. 2 longerons, No. 6 longerons, No. 10 longerons, No. 14 longerons are successively
Installed in No. 2 posts, No. 6 posts, No. 10 posts, No. 14 posts, the top of No. 18 posts and using the connection of beam column cast-in-place node, No. 3 longerons, 7
Number longeron, No. 11 longerons, No. 15 longerons are sequentially arranged at No. 3 posts, No. 7 posts, No. 11 posts, No. 15 posts, the top of No. 19 posts and adopted
Connected with beam column cast-in-place node, No. 4 longerons, No. 8 longerons, No. 12 longerons, No. 16 longerons are sequentially arranged at No. 4 posts, No. 8 posts, 12
Number post, No. 16 posts, the top of No. 20 posts and using the connection of beam column cast-in-place node；
No. 1 described floor is arranged on No. 1 crossbeam to No. 6 crossbeams and using the connection of beam slab cast-in-place node, No. 2 floor peaces
On No. 4 crossbeams to No. 9 crossbeams and using the connection of beam slab cast-in-place node, No. 3 floors are arranged on No. 7 crossbeam to No. 12 crossbeams
And using the connection of beam slab cast-in-place node, No. 4 floors are arranged on No. 10 crossbeam to No. 15 crossbeams and connected using beam slab cast-in-place node
Connect.
No. 1 post described in technical scheme is identical to No. 20 rod structures, and they all use to go out in professional factory pre-production
The armored concrete of the cuboid come pours the structural member built up, and No. 1 longeron is identical to No. 16 longitudinal beam structures, and they are all used
The armored concrete for the cuboid that professional factory pre-production comes out pours the structural member built up, No. 1 crossbeam to No. 15 crossbeam knots
Structure is identical, and they all pour the structural member built up, 1 using the armored concrete of the cuboid come out in professional factory pre-production
Number floor is identical to No. 4 floor constructions, and they are all that the armored concrete that cross section is rectangle pours the plate structure part built up.
Beam column cast-in-place node described in technical scheme has three types：The first is that a post is connected with two beams
Cast-in-place node, is for second the cast-in-place node that a post is connected with three beams, the third is a post and showing that four beams are connected
Pour node；
The first cast-in-place node is had at 4, i.e., No. 1 post, No. 4 posts, No. 17 posts are connected with 2 beams respectively with No. 20 posts；
Second of cast-in-place node is had at 10, i.e., No. 2 posts, No. 3 posts, No. 5 posts, No. 8 posts, No. 9 posts, No. 12 posts, No. 13 posts,
No. 16 posts, No. 18 posts are connected with 3 beams respectively with No. 19 posts；
The third cast-in-place node is had at 6, i.e., No. 6 posts, No. 7 posts, No. 10 posts, No. 11 posts, No. 14 posts and No. 15 posts are distinguished
It is connected with 4 beams.
No. 1 post and No. 1 longeron in the first cast-in-place node described in technical scheme are connected with No. 1 crossbeam to be referred to：Institute
The first cast-in-place node stated includes No. 1 cast-in-place node and No. 2 cast-in-place nodes；No. 1 cast-in-place node is to stretch No. 1 beam embedded part
Go out the right angle hooked bar that the right angle hooked bar outside beam stretched out outside post with the built-in fitting of No. 1 post to be overlapped, then with mixing
Solidifying soil carries out cast-in-place connection；No. 2 cast-in-place nodes are the right angle hooked bar and No. 1 post for stretching out No. 1 longeron built-in fitting outside beam
The right angle hooked bar that stretches out outside post of built-in fitting overlapped, then carry out with concrete cast-in-place connection.
No. 2 posts and No. 1 crossbeam, No. 2 crossbeams in second described of cast-in-place node are connected with No. 2 longerons and referred to：It is described
Second of cast-in-place node include No. 3 cast-in-place nodes, No. 4 cast-in-place nodes and No. 5 cast-in-place nodes；No. 3 cast-in-place nodes are by No. 1 horizontal stroke
The right angle hooked bar that the built-in fitting of beam is stretched out outside the built-in fitting stretching post of the right angle hooked bar outside beam and No. 2 posts is carried out
Overlap joint, then carry out with concrete cast-in-place connection；No. 4 cast-in-place nodes are the quarter bends for stretching out the built-in fitting of No. 2 crossbeams outside beam
The right angle hooked bar that hook reinforcing bar is stretched out outside post with the built-in fitting of No. 2 posts is overlapped, then carries out with concrete cast-in-place connection；
No. 5 cast-in-place nodes are to stretch out the built-in fitting that the built-in fitting of No. 2 longerons stretches out the right angle hooked bar outside beam and No. 2 posts outside post
The right angle hooked bar in face is overlapped, then carries out with concrete cast-in-place connection.
No. 7 posts and 4 beams in the third described cast-in-place node, which are connected, to be referred to：
No. 7 posts and 4 beams in the third described cast-in-place node are connected including No. 6 cast-in-place nodes, No. 7 cast-in-place sections
Point, No. 8 cast-in-place nodes and No. 9 cast-in-place nodes；No. 8 cast-in-place nodes are the quarter bends for stretching out the built-in fitting of No. 5 crossbeams outside beam
The right angle hooked bar that hook reinforcing bar is stretched out outside post with the built-in fitting of No. 7 posts is overlapped, then carries out with concrete cast-in-place connection；
No. 7 cast-in-place nodes are to stretch out the built-in fitting that the built-in fitting of No. 3 longerons stretches out the right angle hooked bar outside beam and No. 7 posts outside post
The right angle hooked bar in face is overlapped, then carries out with concrete cast-in-place connection；No. 6 cast-in-place nodes are by the pre-buried of No. 6 crossbeams
Part stretches out the right angle hooked bar outside beam and overlapped with the right angle hooked bar outside the built-in fitting stretching post of No. 7 posts, then
Cast-in-place connection is carried out with concrete；No. 9 cast-in-place nodes be the right angle hooked bar that stretches out the built-in fitting of No. 7 longerons outside beam with
The right angle hooked bar that the built-in fitting of No. 7 posts is stretched out outside post is overlapped, then carries out with concrete cast-in-place connection.
No. 1 post described in technical scheme refers on the basis of being arranged on to No. 20 posts by its lower end：Adopt on described basis
It is rim of a cup with the hole that independent rim of a cup basis under post is reserved placement post in cup-shaped foundation, cup-shaped foundation, the size of rim of a cup compares post
Cross sectional dimensions is big, and after post is put into rim of a cup, cast-in-place pea gravel concreten around post, post is connected as one with basis.
Beam slab cast-in-place node described in technical scheme refers to：Described beam slab cast-in-place node include Joint's connection fabrication with
Cast-in-situ steel reinforced concrete；
Described beam slab connecting structure refers to the stress side of No. 1 precast floor slab (31), No. 2 precast floor slabs (32) in precast beam
Two edge lap 20mm, No. 16 embedded bars (34), No. 17 embedded bars (35) stretch out No. 1 precast floor slab (31), No. 2 precast floor slabs
(32) sponson is in the top of precast beam, and No. 15 embedded bars (33) are placed on into No. 1 precast floor slab (31), precast beam
With the top of No. 2 precast floor slabs (32), with concrete by No. 15 reinforcing bars (33), No. 16 embedded bars (34) and No. 17 embedded bars
(35) carry out cast-in-place connection, then with tie hoop (36) to No. 11 embedded bars (27) in beam, No. 12 embedded bars (28) and
No. 13 embedded bars (29) in plate, No. 14 embedded bars (30) carry out colligation connections, then with concrete by No. 11 embedded bars
(27), No. 12 embedded bars (28), No. 13 embedded bars (29), No. 14 embedded bars (30), No. 15 embedded bars (33), No. 16
Embedded bar (34), No. 17 embedded bars (35) carry out cast-in-place be connected.
Beam column cast-in-place node described in technical scheme refers to：Described beam column cast-in-place node include Joint's connection fabrication with
Cast-in-situ steel reinforced concrete；Described Joint's connection fabrication includes post beam connecting structure；Described post beam connecting structure is to use beam
The connected mode connection of the reserved keyway in end, makes the embedded bar of connection be placed in keyway, built-in fitting is left outside in post No. 7
Embedded bar is turned under, and No. 8 embedded bars are bent up, and No. 9 embedded bars of built-in fitting are bent up in beam, No. 10 embedded bars to
Under it is curved, this 4 reinforcing bars are overlapped, No. 7 embedded bars, No. 8 embedded bars are rear, and No. 9 embedded bars, No. 10 reinforcing bars exist
Before, then casting concrete makes beam-to-column joint be an entirety at bar splicing.
Post described in technical scheme is upper segment column and hypomere post including 2 sections of posts, and 1 is inserted in the reserving hole of hypomere post
Number embedded bar, No. 2 embedded bars, No. 3 embedded bars and No. 4 embedded bars, are then adopted by No. 1 injected hole, No. 2 injected holes
Closed with high-strength high flow grouting material slip casting, then upper segment column is attached with hypomere post according to corresponding position, i.e., No. 3 pre-buried
Reinforcing bar and No. 5 embedded bars are overlapped, and No. 4 embedded bars and No. 6 embedded bars are overlapped, then pass through No. 3 injected holes, 4
Number injected hole carries out slip casting closing, upper segment column is linked into an integrated entity with hypomere post.
Compared with prior art the beneficial effects of the invention are as follows：
1. assembled grange framework of the present invention does not have the processes such as formwork, form removal, short construction period, technique phase
To simple, situ wet operation is few, the prefabricated components steady quality of factorial praluction, is conducive to environmental protection and energy saving.
2. the anti-seismic performance of the traditional brick mix structure of assembled grange framework substitution of the present invention grange
Difference, the shortcoming of globality poor, with preferable shock resistance and globality.
3. because prefabricated components concrete has been completed contraction in assembled grange framework of the present invention, then
Plus often using prestressing force, therefore crack can be controlled effectively, and be the important way for realizing green building, green construction
Footpath.
4. current China's novel residence industrialization is at the early-stage, build fabricated design, structure manufacture, installation also in
The stage of pilot application.Therefore, from assembled grange framework of the present invention, the shock resistance of grange can be improved
Can, construction quality is improved, energy resource consumption is reduced.
5. assembled grange frame space of the present invention separate it is flexible, with can more neatly coordinate building
The advantage of horizontal layout, needs the building structure of larger space, the characteristics of meeting rural area big family beneficial to arrangement.
6. using assembled grange framework of the present invention it is envisioned that with the development of China's economy, technology
With going deep into that framed house is studied, the existing framed house for building the suitable rural condition of empirical studies is drawn,
Applied on new rural village housing conditions, will have significant economic benefit and social benefit particularly in post-disaster reconstruction.
Brief description of the drawings
The present invention is further illustrated below in conjunction with the accompanying drawings：
Fig. 1 is the axonometric projection schematic diagram that assembled grange frame structure of the present invention is constituted；
Fig. 2 is the top view that assembled grange frame structure of the present invention constitutes fractionation scheme；
Fig. 3 is assembled grange framework left view of the present invention；
Fig. 4 is that side column is connected the front view of structure composition with beam in assembled grange framework of the present invention；
Fig. 5 is that floor is connected the front view of structure composition with beam in assembled grange framework of the present invention；
Fig. 6 is adjacent 2 sides that assembled grange framework central sill column connected node of the present invention is in post
The axonometric projection view of embedded bar；
Fig. 7 is pre-buried for 3 sides that assembled grange framework central sill column connected node of the present invention is in post
The axonometric projection view of reinforcing bar；
Fig. 8 is pre-buried for 4 sides that assembled grange framework central sill column connected node of the present invention is in post
The axonometric projection view of reinforcing bar；
Fig. 9 is in pre-buried steel in the two ends of beam for assembled grange framework central sill column connected node of the present invention
The axonometric projection view of muscle；
In figure：Z1.1 posts, Z2.2 posts, Z3.3 posts, Z4.4 posts, Z5.5 posts, Z6.6 posts, Z7.7 posts,
Z8.8 posts, Z9.9 posts, Z10.10 posts, Z11.11 posts, Z12.12 posts, Z13.13 posts, Z14.14 posts,
Z15.15 posts, Z16.16 posts, Z17.17 posts, Z18.18 posts, Z19.19 posts, Z20.20 posts, HL1.1 horizontal strokes
Beam, HL2.2 crossbeams, HL3.3 crossbeams, HL4.4 crossbeams, HL5.5 crossbeams, HL6.6 crossbeams, HL7.7 crossbeams,
HL8.8 crossbeams, HL9.9 crossbeams, HL10.10 crossbeams, HL11.11 crossbeams, HL12.12 crossbeams, HL13.13 horizontal strokes
Beam, HL14.14 crossbeams, HL15.15 crossbeams, ZL1.1 longerons, ZL2.2 longerons, ZL3.3 longerons, No. ZL4.4 is indulged
Beam, ZL5.5 longerons, ZL6.6 longerons, ZL7.7 longerons, ZL8.8 longerons, ZL9.9 longerons, ZL10.10 longerons,
ZL11.11 longerons, ZL12.12 longerons, ZL13.13 longerons, ZL14.14 longerons, ZL15.15 longerons, ZL16.16
Number longeron, LB1.1 floors, LB2.2 floors, LB3.3 floors, LB4.4 floors, No. 1.1 cast-in-place nodes, No. 2.2 are existing
Pour node, No. 3.3 cast-in-place nodes, No. 4.4 cast-in-place nodes, No. 5.5 cast-in-place nodes, No. 6.6 cast-in-place nodes, No. 7.7 cast-in-place nodes,
No. 8.8 cast-in-place nodes, No. 9.9 cast-in-place nodes, 10. hypomere posts, 11. upper segment columns, No. 12.1 precast beams, No. 13.1 embedded bars,
No. 14.2 embedded bars, No. 15.3 embedded bars, No. 16.4 embedded bars, No. 17.5 embedded bars, No. 18.6 embedded bars,
No. 19.1 grout holes, No. 20.2 grout holes, No. 21.3 grout holes, No. 22.4 grout holes, No. 23.7 embedded bars, No. 24.8 are pre-buried
Reinforcing bar, No. 25.9 embedded bars, No. 26.10 embedded bars, No. 27.11 embedded bars, No. 28.12 embedded bars, No. 29.13 are pre-
Bury reinforcing bar, No. 30.14 embedded bars, No. 31.1 precast floor slabs, No. 32.2 precast floor slabs, No. 33.15 embedded bars, No. 34.16
Embedded bar, No. 35.17 embedded bars, 36. tie hoops.
Embodiment
The present invention is explained in detail below in conjunction with the accompanying drawings：
Assembled grange framework of the present invention be to provide it is a kind of build needed for grange combine
One Rotating fields framework of cuboid, exactly builds beam used by assembled grange framework, post, floor pre- in professional factory
First make, the armored concrete that beam, post are cuboid pours the structural member built up, and floor is plate structure part；Simultaneously
In factory prefabricated beam, post, circular opening is reserved in floor, be embedded in the circular reinforcing bar part insertion hole in beam, post
In, a part stretch out prefabricated component and be left outside, this part reinforcing bar being left outside curve the form of right angle crotch in order to beam,
The connection of Column border node, the circular reinforcing bar being embedded in floor stretches into the straight reinforcing bar of reinforcing bar that Liang Zhongyu is stayed in outside beam；Claim this kind of
Reinforcing bar is embedded bar, and the diameter of hole is more slightly larger than the diameter of reinforcing bar, to carry out grouting closing, beam, post, floor end it is equal
Retain 2 groups of reinforcing bars, every group of 2 embedded bars.When carrying out the assembling of house framework at the construction field (site), combined between beam, post, floor
Node at the embedded bar in beam, post, floor is subjected to overlap joint connection, then with concrete at node pour make beam,
Post, floor are connected as the assembled grange frame assembly fixture of an entirety.
Described assembled grange framework includes beam, post, floor and cast-in-place node.Described post is using precast reinforced
Concrete column, i.e., the post for the armored concrete that pre-production comes out in professional factory；
Described beam uses composite beam, i.e., the beam of disturbing concrete, first in two times in assembled grange framework
It is secondary that precast beam is made in professional factory, carry out at the construction field (site) for the second time, after precast floor slab is shelved on precast beam, then
Pour and smash the concrete contacted with precast floor slab on precast beam top to connect precast floor slab and precast beam integral.
Described floor uses laminated floor slab, i.e., be laminated by the cast-in-place armored concrete on precast floor slab and precast floor slab
The assembled integral floor closed.
Described cast-in-place node includes beam column cast-in-place node and beam slab cast-in-place node, beam column cast-in-place node and the cast-in-place section of beam slab
Point is all made up of Joint's connection fabrication with cast-in-situ steel reinforced concrete.
Refering to Fig. 1, described assembled grange framework is a Rotating fields framework, and assembled grange framework is one
Individual rectangular frame, it includes 20 pillars, 16 longerons, 15 crossbeams and 4 pieces of floors, and 4 pieces of floors are horizontal along house
Arrangement.Wherein：
20 described root posts refer to No. 1 post Z1, No. 2 post Z2, No. 3 post Z3, No. 4 post Z4, No. 5 post Z5, No. 6 post Z6, No. 7
Post Z7, No. 8 post Z8, No. 9 post Z9, No. 10 post Z10, No. 11 post Z11, No. 12 post Z12, No. 13 post Z13, No. 14 post Z14, No. 15 posts
Z15, No. 16 post Z16, No. 17 post Z17, No. 18 post Z18,19 posts Z19 and No. 20 post Z20；
16 described longerons refer to No. 1 longeron ZL1, No. 2 longeron ZL2, No. 3 longeron ZL3, No. 4 longeron ZL4, No. 5 longerons
ZL5, No. 6 longeron ZL6, No. 7 longeron ZL7, No. 8 longeron ZL8, No. 9 longeron ZL9, No. 10 longeron ZL10, No. 11 longeron ZL11,12
Number longeron ZL12, No. 13 longeron ZL13, No. 14 longeron ZL14, No. 15 longeron ZL15 and No. 16 longeron ZL16.
15 described crossbeams refer to No. 1 crossbeam HL1, No. 2 crossbeam HL2, No. 3 crossbeam HL3, No. 4 crossbeam HL4, No. 5 crossbeams
HL5, No. 6 crossbeam HL6, No. 7 crossbeam HL7, No. 8 crossbeam HL8, No. 9 crossbeam HL9, No. 10 crossbeam HL10, No. 11 crossbeam HL11,12
Number crossbeam HL12, No. 13 crossbeam HL13, No. 14 crossbeam HL14 and No. 15 crossbeam HL15.
Described floor includes No. 1 floor LB1, No. 2 floor LB2, No. 3 floor LB3 and No. 4 floor LB4, No. 1 floor
LB1, No. 2 floor LB2, No. 3 floor LB3 are identical with No. 4 floor LB4 structures, and they are all the reinforced concrete that cross section is rectangle
Soil pours the plate structure part built up；
Refering to Fig. 4, the shape all same of all posts, post is rectangular scapus, is pacified at the scene when post is divided into two sections
It is No. 1 embedded bar 13, No. 2 embedded bars 14, No. 3 pre-buried steels respectively that Duan Zhuzhong, which is held, along longitudinal direction 4 reinforcing bars pre-buried side by side
Muscle 15, No. 4 embedded bars 16, this 4 reinforcing bars are erectly to be embedded in post；When post point two sections are installed at the scene
Epimere pillar in along pre-buried side by side 2 reinforcing bars in longitudinal direction be 17, No. 6 embedded bars 18 of No. 5 embedded bars respectively.This 2 pre-buried
Reinforcing bar is erectly to be embedded in pillar.
Refering to Fig. 9, the shape and model all same of described 15 crossbeams, crossbeam is rectangular structure part, in crossbeam two
In pre-buried 2 reinforcing bars of difference in end, every group of 2 reinforcing bars, this length direction insertion beam of 2 straight reinforcing bars of reinforcing bars part along crossbeam
Portion, another part stretches out crossbeam length direction end face excurvation crotch-shaped at a right angle, and one group of reinforcing bar is turned under, another group of reinforcing bar to
It is upper curved.
The shape of 16 all longerons and model all same, longeron is rectangular structure part, in longeron two ends respectively
It is another inside pre-buried 2 groups of reinforcing bars, every group of 2 reinforcing bars, this length direction insertion beam of 2 groups of straight reinforcing bars of a reinforcing bar part along longeron
Longeron length direction end face excurvation crotch-shaped at a right angle is stretched out in part, and one group of reinforcing bar is turned under, and another group of reinforcing bar is bent up.
The shape and structure all same of 4 pieces of described floors, the plate class for the cuboid that floor pours for armored concrete
Structural member, along the pre-buried 4 groups of reinforcing bars of the transverse direction of plate, every group of 2 straight reinforcing bars.
Refering to Fig. 2, described beam column cast-in-place node has three types, and the first is a post and showing that two beams are connected
Pour node, be for second a post be connected with three beams cast-in-place node, the third be that a post is connected cast-in-place node with four beams.
The first cast-in-place node is had at 4, be respectively No. 1 post Z1 be connected with No. 1 longeron ZL1 and No. 1 crossbeam HL1, No. 4 posts
Z4 is connected with No. 4 longeron ZL4 and No. 3 crossbeam HL3, No. 17 post Z17 are connected with No. 13 longeron ZL13 and No. 13 crossbeam HL13, No. 20
The cast-in-place node that post Z20 is connected with No. 16 longeron ZL16 and No. 15 crossbeam HL15；
Second of cast-in-place node is had at 10, is No. 2 post Z2 and No. 1 crossbeam HL1, No. 2 crossbeam HL2 and No. 2 longerons respectively
ZL2 connections, No. 3 post Z3 are connected with No. 2 crossbeam HL2, No. 3 crossbeam HL3 and No. 3 longeron ZL3, No. 5 post Z5 and No. 4 crossbeam HL4,1
Number longeron ZL1 and No. 5 longeron ZL5 connections, No. 8 post Z8 are connected with No. 6 crossbeam HL6, No. 4 longeron ZL4 and No. 8 longeron ZL8, No. 9
Post Z9 is connected with No. 7 crossbeam HL7, No. 5 longeron ZL5 and No. 9 longeron ZL9, No. 12 post Z12 and No. 9 crossbeam HL9, No. 8 longeron ZL8
With No. 12 longeron ZL12 connections, No. 13 post Z13 are connected with No. 10 crossbeam HL10, No. 9 longeron ZL9 and No. 13 longeron ZL13, No. 16
Post Z16 is connected with No. 12 crossbeam HL12, No. 12 longeron ZL12 and No. 16 longeron ZL16, No. 18 post Z18 and No. 13 crossbeam HL13,14
Number crossbeam HL14 and No. 14 longeron ZL14 connections, No. 19 post Z19 and No. 14 crossbeam H14, No. 15 crossbeam HL15 and No. 15 longerons
The cast-in-place node of ZL15 connections；
The third cast-in-place node is had at 6, is No. 6 post Z6 and No. 4 crossbeam HL4, No. 5 crossbeam HL5, No. 2 longeron ZL2 respectively
With No. 6 longeron ZL6 connections, No. 7 post Z7 are connected with No. 5 crossbeam HL5, No. 6 crossbeam HL6, No. 3 longeron ZL3 and No. 7 longeron ZL7, and 10
Number post Z10 is connected with No. 7 crossbeam HL7, No. 8 crossbeam HL8, No. 6 longeron ZL6 and No. 10 longeron ZL10, No. 11 post Z11 and No. 8 horizontal strokes
Beam HL8, No. 9 crossbeam HL9, No. 7 longeron ZL7 and No. 11 longeron ZL11 connections, No. 14 post Z14 and No. 10 crossbeam HL10, No. 11 horizontal strokes
Beam HL11, No. 10 longeron ZL10 and No. 14 longeron ZL14 connections, No. 15 post Z15 and No. 11 crossbeam HL11, No. 12 crossbeam HL12,11
Number longeron ZL11 and the cast-in-place node of No. 15 longeron ZL15 connections.
The embedded bar form of beam-column connection is described below, as shown in figure 9, all crossbeams and longeron are at two ends
It is interior along crossbeam and the length direction embedded bar of longeron, No. 1 post Z1, No. 4 post Z4, No. 17 post Z17, No. 20 post Z20 pre-buried steel
Muscle form as shown in Figure 6, the line of centres of its reinforcing bar is orthogonal；No. 2 post Z2, No. 3 post Z3, No. 5 post Z5, No. 8 post Z8, No. 9
Post Z9, No. 12 post Z12, No. 13 post Z13, No. 16 post Z16, No. 18 post Z18, No. 19 pre-buried reinforcing bars of post Z19 shapes as shown in Figure 7
Formula, the rectangular U-shaped of the line of centres of its reinforcing bar, No. 6 post Z6, No. 7 post Z7, No. 10 post Z10, No. 11 post Z11, No. 14 post Z14,
No. 15 pre-buried reinforcing bars of post Z15 forms as shown in Figure 8, the line of centres of its reinforcing bar is in the square closed.Wherein embedded bar
When pre-buried 2 groups of reinforcing bars, every group of 2 reinforcing bars, the part of every embedded bar stretches into prefabricated components for straight reinforcing bar, a part
Stretch out the outside of prefabricated component and curve the structure of right angle crotch to carry out node connection, one group of reinforcing bar is turned under, another group of reinforcing bar
It is bent up.
It is cast-in-place that the first cast-in-place node is connected the first to be formed with No. 1 post Z1 and No. 1 longeron ZL1 and No. 1 crossbeam HL1
Illustrated exemplified by node:
The first described cast-in-place node is by 1 including 2, No. 1 cast-in-place node 1 of No. 1 cast-in-place node 1 and No. 2 cast-in-place nodes
Number crossbeam HL1 built-in fitting stretches out the right angle hooked bar outside beam and the quarter bend outside No. 1 post Z1 built-in fitting stretching post
Hook reinforcing bar is overlapped, then carries out with concrete cast-in-place connection；No. 2 cast-in-place nodes 2 are to stretch out No. 1 longeron ZL1 built-in fitting
The right angle hooked bar that right angle hooked bar outside beam is stretched out outside post with No. 1 post Z1 built-in fitting is overlapped, then with mixing
Solidifying soil carries out cast-in-place connection.
Second of cast-in-place node is connected to be formed 3 with No. 2 post Z2 with No. 1 crossbeam HL1, No. 2 crossbeam HL2 and No. 2 longeron ZL2
Illustrated exemplified by number cast-in-place node, No. 4 cast-in-place nodes and No. 5 cast-in-place nodes：
No. 3 described cast-in-place nodes are the right angle hooked bar and No. 2 for stretching out No. 1 crossbeam HL1 built-in fitting outside beam
The right angle hooked bar that post Z2 built-in fitting is stretched out outside post is overlapped, then carries out with concrete cast-in-place connection；No. 4 cast-in-place sections
Point is to stretch out the built-in fitting that No. 2 crossbeam HL2 built-in fitting stretches out the right angle hooked bar outside beam and No. 2 post Z2 outside post
Right angle hooked bar is overlapped, then carries out with concrete cast-in-place connection；No. 5 cast-in-place nodes are by No. 2 longeron ZL2 built-in fitting
The right angle hooked bar outside beam is stretched out to be overlapped with the right angle hooked bar outside No. 2 post Z2 built-in fitting stretching post, then
Cast-in-place connection is carried out with concrete.
The third cast-in-place node is with No. 7 post Z7 and No. 5 crossbeam HL5, No. 6 crossbeam HL6, No. 3 longeron ZL3 and No. 7 longeron ZL7
Illustrated exemplified by No. 8 formed cast-in-place nodes of connection, No. 6 cast-in-place nodes, No. 7 cast-in-place nodes, No. 9 cast-in-place nodes：
No. 8 described cast-in-place nodes are the right angle hooked bar and No. 7 for stretching out No. 5 crossbeam HL5 built-in fitting outside beam
The right angle hooked bar that post Z7 built-in fitting is stretched out outside post is overlapped, then carries out with concrete cast-in-place connection；No. 6 cast-in-place sections
Point is to stretch out the built-in fitting that No. 6 crossbeam HL6 built-in fitting stretches out the right angle hooked bar outside beam and No. 7 post Z7 outside post
Right angle hooked bar is overlapped, then carries out with concrete cast-in-place connection；No. 7 cast-in-place nodes are by No. 3 longeron ZL3 built-in fitting
The right angle hooked bar outside beam is stretched out to be overlapped with the right angle hooked bar outside No. 7 post Z7 built-in fitting stretching post, then
Cast-in-place connection is carried out with concrete；No. 9 cast-in-place nodes are the right angle crotch steel for stretching out No. 7 longeron ZL7 built-in fitting outside beam
The right angle hooked bar that muscle is stretched out outside post with No. 7 post Z7 built-in fitting is overlapped, then carries out with concrete cast-in-place connection.
In summary figure all beam-to-column joint cast-in-place nodes be will in post and beam it is pre-buried stretch out outside post and beam it is straight
Angle hooked bar carries out overlap joint connection, then is carried out in lap position with concrete cast-in-place, and the reinforcing bar of cast-in-place coupling part is equal
Connected for one direction, that is, the reinforcing bar for overlapping connection is all in one direction, all post and beam is connected as an entirety, protect
Demonstrate,prove its globality.
Described Joint's connection fabrication mainly includes the vertical connecting structure of post, post beam connecting structure, beam beam connecting structure, beam
Plate connecting structure：
Refering to Fig. 3, the vertical connecting structure of described post is the construction that one layer of post is divided to two sections of connections.
Refering to Fig. 4, the vertical connecting structure of post is illustrated by taking side column as an example, is that scene is hung because individual layer post weight is larger
Dress is installed and slip casting is convenient, and 2 sections of post point is attached, and the basic connected mode of its upper segment column and hypomere post is taken using reinforcing bar slip casting
Connect in succession, wanting the relevant position reserving hole of embedded bar by design requirement in hypomere post, inserting No. 1 pre-buried pre-buried steel
Pass through No. 1 injected hole 19, No. 2 notes of injected hole 20 after 15, No. 4 embedded bars 16 of embedded bar of embedded bar 14,3 of muscle 13,2
Slurry closing, injecting paste material can use high-strength high flow grouting material, using high-order gravity type grouting mode, play confined concrete
Effect, it is ensured that overlap joint it is safe and reliable.Upper segment column is attached with hypomere post according to corresponding position again, No. 3 pre-buried steels
Muscle 15 and No. 5 embedded bars 17 are overlapped, and No. 4 embedded bars 16 and No. 6 embedded bars 18 are overlapped, then pass through No. 3 notes
Starch hole 21, No. 4 injected holes 22 and carry out slip casting closing, two sections post is connected as an entirety, it is ensured that stress.
Described post beam connecting structure is that post beam connects the connected mode company that keyway is reserved using beam-ends in beam-ends
Connect, the embedded bar of connection is placed in keyway, No. 7 embedded bars 23 that built-in fitting is left outside in post are downward
Curved, No. 8 embedded bars 24 are bent up, and No. 9 embedded bars 25 of built-in fitting are bent up in beam, and No. 10 embedded bars 26 are turned under,
This 4 reinforcing bars are overlapped, No. 7 embedded bars 23, No. 8 embedded bars 24 are in rear, No. 9 embedded bars 25, No. 10 reinforcing bars 26
Preceding, then casting concrete makes beam-to-column joint be an entirety at bar splicing.Assembled rural area of the present invention is lived
The post beam connecting structure form all same of residence framework.
Refering to Fig. 5, described beam slab connecting structure is by No. 1 precast floor slab 31, No. 2 precast floor slabs 32 and coagulation thereon
Local soil type into laminated floor slab, No. 1 precast floor slab 31, the stress side of No. 2 precast floor slabs 32 overlaps 20mm respectively on precast beam both sides,
To ensure stress, with tie hoop 36 to 27, No. 12 embedded bars 28 of No. 11 embedded bars in beam and No. 13 embedded bars 29,
No. 14 embedded bars 30 carry out colligation connection, then with concrete that No. 15 embedded bars 34,17 of embedded bar 33,16 are pre-buried
Reinforcing bar 35 carries out cast-in-place connection, makes it have preferable globality, and wherein laminated floor slab is calculated according to one-way slabs, i.e., according to
Load on floor is mainly what is transmitted by the flecition of the short side direction along plate, and the load transmitted along long side direction can be with
Ignore, meet design requirement.Ultimately form a kind of assembled grange framework.
The model of all reinforcing bars used by assembled grange framework of the present invention and structure all same, use horizontal stroke
Section is circular reinforcing bar, and all posts are the structural member of the armored concrete of cuboid, and all beams are cuboid
The structural member of armored concrete, floor is the plate structure part for the armored concrete that cross section is rectangle.
The earthquake resistance and prevention earthquake intensity of assembled grange framework of the present invention is set up defences by 7 degree, it is ensured that the assembled agriculture
Security of village's house framework in rural area.
The safety classes of structure of assembled grange framework of the present invention is 2 grades, and design life is 50 years,
Meet the requirement of construction standards.
Basis is using independent rim of a cup basis under post.Rim of a cup basis is called cup-shaped foundation, is to reserve to lay in cup-shaped foundation
The hole of post is rim of a cup, and the size of rim of a cup is larger than post cross dimensions, and post is put into after rim of a cup, and pea gravel concreten is used around post
(one-level higher than base concrete intensity) is poured, and such post is just connected as an entirety with basis.
The method of construction of described assembled grange framework, its step is：
1. by Size Dwelling Design:
Factory according to needed for size pour in advance obtain build the house type house framework used by 20 posts, 16 indulge
Beam, 15 crossbeams, 4 pieces of floors, and the reserving hole in post and beam, manufacture and lay embedded bar：(post, beam, floor) is pre-buried
The pre-buried 2 groups of reinforcing bars in each face of reinforcing bar, every group of 2 reinforcing bars；2 end cross-sectionals of every beam (including crossbeam and longeron) are equal
Pre-buried 2 groups of reinforcing bars, every group of 2 reinforcing bars.The making material of post therein, beam and floor is concrete, and the making material of wall is
Foamed concrete, the anti-seismic performance of house can be effectively improved compared with traditional making material common brick.
2. according to house type plan, reserved door and window steel bar framework is arranged at door and window；
3. scene carries out the installation of framework：
1) mounting post
Because individual layer post weight is larger, convenient with slip casting to install, 2 sections of the post that framework is used point is constructed, specifically
Way is：Prefabricated post is transported to job site, will be first divided on the basis of the lifting of the two sections of hypomere constructed posts is arranged on, and
The position for lifting rear pillar is corrected, it is to be corrected after the completion of basis and the connection reinforcement welding of post are fixed；Again by upper segment column
Lifting connection is carried out according to corresponding position with hypomere post, No. 3 embedded bars 15 and No. 5 embedded bars 17 are overlapped, No. 4 pre-
Bury reinforcing bar 16 and No. 6 embedded bars 18 are overlapped, noted again by No. 3 injected holes 21, No. 4 injected holes 22 after correction position
Slurry closing, so makes two sections post be connected as an entirety, it is ensured that stress.
2) mounting rail
Precast beam is transported to job site, beam is lifted to prefabricated post by crane and the position for lifting the back rest is entered
Row correction, it is to be corrected after the completion of will in beam and post in built-in fitting stretchings prefabricated component outside curve right angle crotch reinforcing bar progress
Overlap joint, then with concrete beam column cast-in-place node is carried out cast-in-place, it is an entirety to make beam-to-column joint.Mainly each node of column and beam
Connection, without carrying out the process such as formwork and form removal, the connection of post and beam is by taking the connection of side column and beam as an example, the connection of center pillar and beam
Form is same.Post beam shown in Fig. 4 connects the connected mode connection that keyway is reserved using beam-ends in beam-ends, makes connection
Reinforcing bar is in keyway, and No. 7 embedded bars 23 that the built-in fitting in post is left outside are turned under, and No. 8 embedded bars 24 are bent up, beam
In pre-buried No. 9 embedded bars 25 be bent up, No. 10 embedded bars 26 are turned under, and this 4 reinforcing bars are overlapped, No. 7 are pre-buried
Reinforcing bar 23, No. 8 embedded bars 24 are rear, and then No. 9 embedded bars 25, No. 10 reinforcing bars 26 are poured mixed at bar splicing preceding
Solidifying soil makes beam-to-column joint be an entirety.
3) floor is installed, precast floor slab job site is transported to, it is to precast beam and right to lift floor by crane
The position of the lifting back rest is corrected, it is to be corrected after the completion of with concrete by 33, No. 16 embedded bars 34,17 of No. 15 embedded bars
Number embedded bar 35 carries out cast-in-place connection, makes it have preferable globality.
4) general frame installs wall again after having built, and becomes a complete assembled grange framework.
Claims (8)
1. a kind of assembled grange framework, it is characterised in that described assembled grange framework is one layer of cuboid
Shape framework, including post, beam, floor and cast-in-place node；
Described post includes No. 1 post (Z1) to No. 20 posts (Z20)；
Described beam includes 16 longerons and 15 crossbeams, wherein：
16 longerons refer to No. 1 longeron (ZL1) to No. 16 longerons (ZL16)；15 crossbeams refer to No. 1 crossbeam (HL1) to No. 15 horizontal strokes
Beam (HL15)；
Described floor includes No. 1 floor (LB1) to No. 4 floors (LB4)；
Described cast-in-place node includes beam column cast-in-place node and beam slab cast-in-place node；
Described No. 1 post (Z1), No. 4 posts (Z4), No. 20 posts (Z20) and No. 17 posts (Z17) are deasil mutual by its lower end
On the basis of being abreast arranged at a rectangle corner, No. 1 post (Z1) is located at lower right-hand corner simultaneously and ground is vertical；No. 2 posts
(Z2), No. 3 posts (Z3) by its lower end be arranged between No. 1 post (Z1) and No. 4 posts (Z4) on line on the basis of simultaneously and No. 1 post
(Z1) it is parallel；No. 8 posts (Z8), No. 12 posts (Z12), No. 16 posts (Z16) are arranged on No. 4 posts (Z4) and No. 20 posts by its lower end
(Z20) between on line on the basis of and it is parallel with No. 4 posts (Z4)；No. 19 posts (Z19), No. 18 posts (Z18) are pacified by its lower end
Between No. 20 posts (Z20) and No. 17 posts (Z17) on line on the basis of and and No. 20 posts (Z20) it is parallel；No. 13 posts
(Z13), No. 9 posts (Z9), No. 5 posts (Z5) are arranged on base between No. 17 posts (Z17) and No. 1 post (Z1) on line by its lower end
It is on plinth and parallel with No. 17 posts (Z17)；No. 7 posts (Z7), No. 11 posts (Z11), No. 15 posts (Z15) are arranged on No. 3 by its lower end
Between post (Z3) and No. 19 posts (Z19) on line on the basis of and and No. 3 posts (Z3) it is parallel；No. 6 posts (Z6), No. 10 posts (Z10),
No. 14 posts (Z14) by its lower end be arranged between No. 2 posts (Z2) and No. 18 posts (Z18) on line on the basis of simultaneously and No. 2 posts
(Z2) it is parallel；
No. 1 described crossbeam (HL1) is sequentially arranged at No. 1 post (Z1) to the top of No. 4 posts (Z4) to No. 3 crossbeams (HL3) and adopted
Connected with beam column cast-in-place node, No. 4 crossbeams (HL4) to No. 6 crossbeams (HL6) are sequentially arranged at No. 5 posts (Z5) to No. 8 posts (Z8)
Top is simultaneously connected using beam column cast-in-place node, and No. 7 crossbeams (HL7) to No. 9 crossbeams (HL9) are sequentially arranged at No. 9 posts (Z9) to 12
The top of number post (Z12) and using the connection of beam column cast-in-place node, No. 10 crossbeams (HL10) to No. 12 crossbeams (HL12) are installed successively
In No. 13 posts (Z13) to the top of No. 16 posts (Z16) and using the connection of beam column cast-in-place node, No. 13 crossbeams (HL13) to No. 15 horizontal strokes
Beam (HL15) is sequentially arranged at No. 17 posts (Z17) to the top of No. 20 posts (Z20) and using the connection of beam column cast-in-place node；
Described No. 1 longeron (ZL1), No. 5 longerons (ZL5), No. 9 longerons (ZL9), No. 13 longerons (ZL13) are sequentially arranged at No. 1
Post (Z1), No. 5 posts (Z5), No. 9 posts (Z9), No. 13 posts (Z13), the top of No. 17 posts (Z17) are simultaneously connected using beam column cast-in-place node
Connect, No. 2 longerons (ZL2), No. 6 longerons (ZL6), No. 10 longerons (ZL10), No. 14 longerons (ZL14) are sequentially arranged at No. 2 posts
(Z2), No. 6 posts (Z6), No. 10 posts (Z10), No. 14 posts (Z14), the top of No. 18 posts (Z18) and connected using beam column cast-in-place node
Connect, No. 3 longerons (ZL3), No. 7 longerons (ZL7), No. 11 longerons (ZL11), No. 15 longerons (ZL15) are sequentially arranged at No. 3 posts
(Z3), No. 7 posts (Z7), No. 11 posts (Z11), No. 15 posts (Z15), the top of No. 19 posts (Z19) and connected using beam column cast-in-place node
Connect, No. 4 longerons (ZL4), No. 8 longerons (ZL8), No. 12 longerons (ZL12), No. 16 longerons (ZL16) are sequentially arranged at No. 4 posts
(Z4), No. 8 posts (Z8), No. 12 posts (Z12), No. 16 posts (Z16), the top of No. 20 posts (Z20) and connected using beam column cast-in-place node
Connect；
No. 1 described floor (LB1) is arranged on No. 1 crossbeam (HL1) to No. 6 crossbeams (HL6) and connected using beam slab cast-in-place node
Connect, No. 2 floors (LB2) are arranged on No. 4 crossbeam (HL4) to No. 9 crossbeams (HL9) and using the connection of beam slab cast-in-place node, No. 3 building
Plate (LB3) is arranged on No. 7 crossbeam (HL7) to No. 12 crossbeams (HL12) and using the connection of beam slab cast-in-place node, No. 4 floors
(LB4) it is arranged on No. 10 crossbeam (HL10) to No. 15 crossbeams (HL15) and using the connection of beam slab cast-in-place node.
2. according to the assembled grange framework described in claim 1, it is characterised in that No. 1 described post (Z1) is to No. 20
Post (Z20) structure is identical, and they are all poured using the armored concrete of the cuboid come out in professional factory pre-production and built up
Structural member, No. 1 longeron (ZL1) is identical to No. 16 longeron (ZL16) structures, and they in professional factory pre-production all using going out
The armored concrete of the cuboid come pours the structural member built up, and No. 1 crossbeam (HL1) is identical to No. 15 crossbeam (HL15) structures,
They all pour the structural member built up, No. 1 floor using the armored concrete of the cuboid come out in professional factory pre-production
(LB1) is identical to No. 4 floor (LB4) structures, and they are all that the armored concrete that cross section is rectangle pours the plate structure built up
Part.
3. according to the assembled grange framework described in claim 1, it is characterised in that described beam column cast-in-place node has
Three types：The first is the cast-in-place node that a post is connected with two beams, and second is a post and showing that three beams are connected
Node is poured, the third is the cast-in-place node that a post is connected with four beams；
The first cast-in-place node is had at 4, i.e., No. 1 post (Z1), No. 4 posts (Z4), No. 17 posts (Z17) and No. 20 posts (Z20) difference
It is connected with 2 beams；
Second of cast-in-place node is had at 10, i.e., No. 2 posts (Z2), No. 3 posts (Z3), No. 5 posts (Z5), No. 8 posts (Z8), No. 9 posts
(Z9), No. 12 posts (Z12), No. 13 posts (Z13), No. 16 posts (Z16), No. 18 posts (Z18) and No. 19 posts (Z19) respectively with 3 beams
It is connected；
The third cast-in-place node is had at 6, i.e., No. 6 posts (Z6), No. 7 posts (Z7), No. 10 posts (Z10), No. 11 posts (Z11), No. 14
Post (Z14) is connected with 4 beams respectively with No. 15 posts (Z15).
4. according to the assembled grange framework described in claim 1, it is characterised in that in the first described cast-in-place node
No. 1 post (Z1) and No. 1 longeron (ZL1) be connected and refer to No. 1 crossbeam (HL1)：
The first described cast-in-place node includes No. 1 cast-in-place node (1) and No. 2 cast-in-place nodes (2)；No. 1 cast-in-place node (1) be by
The right angle that No. 1 crossbeam (HL1) built-in fitting is stretched out outside the built-in fitting stretching post of the right angle hooked bar outside beam and No. 1 post (Z1)
Hooked bar is overlapped, then carries out with concrete cast-in-place connection；No. 2 cast-in-place nodes (2) are by No. 1 longeron (ZL1) built-in fitting
The right angle hooked bar outside beam is stretched out to be overlapped with the right angle hooked bar outside the built-in fitting stretching post of No. 1 post (Z1),
Cast-in-place connection is carried out with concrete again；
No. 2 posts (Z2) and No. 1 crossbeam (HL1), No. 2 crossbeams (HL2) and No. 2 longerons in second described of cast-in-place node
(ZL2) connection refers to：
Second described of cast-in-place node includes No. 3 cast-in-place nodes (3), No. 4 cast-in-place nodes (4) and No. 5 cast-in-place nodes (5)；No. 3
It is pre-buried with No. 2 posts (Z2) that cast-in-place node (3) is the right angle hooked bar that stretches out the built-in fitting of No. 1 crossbeam (HL1) outside beam
The right angle hooked bar that part is stretched out outside post is overlapped, then carries out with concrete cast-in-place connection；No. 4 cast-in-place nodes (4) are by 2
The built-in fitting of number crossbeam (HL2) stretch out the right angle hooked bar outside beam with it is straight outside the built-in fitting stretching post of No. 2 posts (Z2)
Angle hooked bar is overlapped, then carries out with concrete cast-in-place connection；No. 5 cast-in-place nodes (5) are by the pre- of No. 2 longerons (ZL2)
Embedded part stretches out the right angle hooked bar outside beam and taken with the right angle hooked bar outside the built-in fitting stretching post of No. 2 posts (Z2)
Connect, then carry out with concrete cast-in-place connection；
No. 7 posts (Z7) in the third described cast-in-place node are connected with 4 beams to be referred to：
No. 7 posts and 4 beams in the third described cast-in-place node are connected including No. 6 cast-in-place nodes (6), No. 7 cast-in-place nodes
(7), No. 8 cast-in-place nodes (8) and No. 9 cast-in-place nodes (9)；No. 8 cast-in-place nodes (8) are to stretch out the built-in fitting of No. 5 crossbeams (HL5)
The right angle hooked bar that right angle hooked bar outside beam is stretched out outside post with the built-in fitting of No. 7 posts (Z7) is overlapped, then is used
Concrete carries out cast-in-place connection；No. 7 cast-in-place nodes (7) are the right angle crotches for stretching out the built-in fitting of No. 3 longerons (ZL3) outside beam
The right angle hooked bar that reinforcing bar is stretched out outside post with the built-in fitting of No. 7 posts (Z7) is overlapped, then carries out cast-in-place company with concrete
Connect；No. 6 cast-in-place nodes (6) are the right angle hooked bar and No. 7 posts (Z7) for stretching out the built-in fitting of No. 6 crossbeams (HL6) outside beam
The right angle hooked bar that stretches out outside post of built-in fitting overlapped, then carry out with concrete cast-in-place connection；No. 9 cast-in-place nodes are
The built-in fitting that the built-in fitting of No. 7 longerons (ZL7) stretches out the right angle hooked bar outside beam and No. 7 posts (Z7) is stretched out outside post
Right angle hooked bar is overlapped, then carries out with concrete cast-in-place connection.
5. according to the assembled grange framework described in claim 1, it is characterised in that No. 1 described post (Z1) is to No. 20
Post (Z20) refers on the basis of being arranged on by its lower end：
Described basis is cup using the hole that independent rim of a cup basis under post is reserved placement post in cup-shaped foundation, cup-shaped foundation
Mouthful, the size of rim of a cup is bigger than post cross sectional dimensions, after post is put into rim of a cup, and cast-in-place pea gravel concreten around post, post connects with basis
It is connected in one.
6. according to the assembled grange framework described in claim 1, it is characterised in that described beam slab cast-in-place node is
Refer to：
Described beam slab cast-in-place node includes Joint's connection fabrication and cast-in-situ steel reinforced concrete；
Described beam slab connecting structure refers to the stress side of No. 1 precast floor slab (31), No. 2 precast floor slabs (32) on precast beam both sides
20mm is overlapped, No. 16 embedded bars (34), No. 17 embedded bars (35) stretch out No. 1 precast floor slab (31), No. 2 precast floor slabs (32)
Sponson be in precast beam top, No. 15 embedded bars (33) are placed on No. 1 precast floor slab (31), precast beam and 2
The top of number precast floor slab (32), with tie hoop (36) to No. 11 embedded bars (27) in beam, No. 12 embedded bars (28)
With No. 13 embedded bars (29), No. 14 embedded bars (30) colligations are carried out to be connected, then with concrete by No. 15 embedded bars (33),
No. 16 embedded bars (34), No. 17 embedded bars (35) carry out cast-in-place be connected.
7. according to the assembled grange framework described in claim 1, it is characterised in that described beam column cast-in-place node is
Refer to：
Described beam column cast-in-place node includes Joint's connection fabrication and cast-in-situ steel reinforced concrete；
Described Joint's connection fabrication includes post beam connecting structure；
Described post beam connecting structure is the connected mode connection that keyway is reserved using beam-ends, is placed on the embedded bar of connection
In keyway, No. 7 embedded bars (23) that built-in fitting is left outside in post are turned under, and No. 8 embedded bars (24) are bent up, pre- in beam
No. 9 embedded bars (25) of embedded part are bent up, and No. 10 embedded bars (26) are turned under, and this 4 reinforcing bars are overlapped, and No. 7 pre-
Reinforcing bar (23), No. 8 embedded bars (24) are buried rear, No. 9 embedded bars (25), No. 10 reinforcing bars (26) are then taken in reinforcing bar preceding
The place's of connecing casting concrete makes beam-to-column joint be an entirety.
8. according to the assembled grange framework described in claim 1, it is characterised in that on described post is including 2 sections of posts
Duan Zhu and hypomere post, inserted in the reserving hole of hypomere post No. 1 embedded bar (13), No. 2 embedded bars (14), No. 3 it is pre-buried
Reinforcing bar (15) and No. 4 embedded bars (16), are then filled by No. 1 injected hole (19), No. 2 injected holes (20) using high-strength high flowing
Slurry slip casting is closed, then upper segment column is attached with hypomere post according to corresponding position, i.e., No. 3 embedded bars (15) and No. 5
Embedded bar (17) is overlapped, and No. 4 embedded bars (16) and No. 6 embedded bars (18) are overlapped, then pass through No. 3 injected holes
(21), No. 4 injected holes (22) carry out slip casting closing, upper segment column is linked into an integrated entity with hypomere post.
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|---|---|---|---|
| CN201710335757.XA CN106948479A (en) | 2017-05-12 | 2017-05-12 | Assembled grange framework |
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201710335757.XA CN106948479A (en) | 2017-05-12 | 2017-05-12 | Assembled grange framework |
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Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| GB144389A (en) * | 1919-03-12 | 1920-06-14 | Alfred John Dunn | Improvements relating to concrete or like structures |
| CN102296754A (en) * | 2011-05-19 | 2011-12-28 | 黑龙江宇辉新型建筑材料有限公司 | Precast member horizontal steel reinforcement jointing element and jointing construction method |
| CN102605858A (en) * | 2012-04-01 | 2012-07-25 | 杨东佐 | Building structure and construction method |
| CN103195170A (en) * | 2013-04-03 | 2013-07-10 | 中铁建设集团有限公司 | Prefabricated reinforced concrete frame structure system |
| CN104612246A (en) * | 2015-01-30 | 2015-05-13 | 柳忠东 | Assembled monolithic concrete large-span frame structure system and assembling method thereof |
| CN206916935U (en) * | 2017-05-12 | 2018-01-23 | 吉林大学 | Assembled grange framework |
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2017
- 2017-05-12 CN CN201710335757.XA patent/CN106948479A/en active Pending
Patent Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| GB144389A (en) * | 1919-03-12 | 1920-06-14 | Alfred John Dunn | Improvements relating to concrete or like structures |
| CN102296754A (en) * | 2011-05-19 | 2011-12-28 | 黑龙江宇辉新型建筑材料有限公司 | Precast member horizontal steel reinforcement jointing element and jointing construction method |
| CN102605858A (en) * | 2012-04-01 | 2012-07-25 | 杨东佐 | Building structure and construction method |
| CN103195170A (en) * | 2013-04-03 | 2013-07-10 | 中铁建设集团有限公司 | Prefabricated reinforced concrete frame structure system |
| CN104612246A (en) * | 2015-01-30 | 2015-05-13 | 柳忠东 | Assembled monolithic concrete large-span frame structure system and assembling method thereof |
| CN206916935U (en) * | 2017-05-12 | 2018-01-23 | 吉林大学 | Assembled grange framework |
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