CN206916935U

CN206916935U - Assembled grange framework

Info

Publication number: CN206916935U
Application number: CN201720527416.8U
Authority: CN
Inventors: 于海业; 刘爽; 张雨晴; 隋媛媛; 孔丽娟; 田东旭
Original assignee: Jilin University
Current assignee: Jilin University
Priority date: 2017-05-12
Filing date: 2017-05-12
Publication date: 2018-01-23
Anticipated expiration: 2027-05-12

Abstract

The utility model discloses assembled grange framework, to overcome the construction of the Northeast rural area traditional form house to destroy farmland, consume ample resources, construction is complicated, and situ wet operation is more, quality is not easy stabilization, anti-seismic performance cannot ensure and the problem of long construction period, No. 1 post (Z1) to four rows five of No. 20 posts (Z20) point arrange 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

Assembled grange framework

Technical field

A kind of assembled grange for belonging to construction engineering technical field is the utility model is related to, more specifically, this Utility model is related to a kind of assembled grange framework.

Background technology

Rural area existing house and the house built at this stage, 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 in building, on the one hand by technology, fund Restrict, the shortages such as the geological structure of agriculture premises base, hydrogeologic condition, foundation bearing capacity are necessarily understood；On the other hand, peasant The most of figures of building 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 are 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 are easily produced and split Seam, globality poor, energy resource consumption are big.The globality of cast-in-place concrete structure is strong, and anti-seismic performance is good, but also in work progress Consume substantial amounts of timber and be used for temporary support, scaffold template etc., must also formwork, tie up muscle, cast, maintenance, form removal etc. and constructed Journey, not only cycle length, consumes big, construction complexity, and situ wet operation is more, and quality is not easy stably.Concrete temperature, which shrinks, to be drawn The restraint stress risen often leads to the crack of cast-in-situ floor, has turned into and has restricted concrete structure application 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 advantageous to environmental protection and energy saving, and due to prefabricated components concrete Shunk through completing, along with often using prestressing force, therefore crack can be controlled effectively, and be to realize green building, green The important channel of color construction.Frame structure space separates flexibly, has the advantages of can more flexibly coordinating horizontal planning of building, Beneficial to arranging to need the building structure of larger space, 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.It is domestic mainly to be applied for assembling frame structure in public building, Japanese fabricated construction Mainly frame structure, it is widely used in house and Gongjian.No matter both at home and abroad, the development trend of prefabricated concrete structure is prefabricated Component maximization, mechanization is installed, constructed by professional team, component requirement on machining accuracy is high, the maximum weight of prefabricated components Amount is more than 10 tons, it is therefore desirable to which large lifting equipment, prefabricated components connection need professional mortar depositing construction.But component maximization, Difficulty of construction is big, technical sophistication is not appropriate for promoting in rural area at present, first, price is high, economic level does not allow at present； Second, technical sophistication, rural area does not have professional construction troop.And this assembled grange framework is adapted to answer in northeast village area With.Can solve the shortcomings that long peasant build house cycle, a large amount of labor intensive material resources.

The content of the invention

Technical problem to be solved in the utility model is that the construction for solving the Northeast rural area traditional form house is broken Bad farmland, consumption ample resources, construction is complicated and situ wet operation is more, quality is not easy stabilization, anti-seismic performance cannot ensure A kind of and the problem of long construction period, there is provided assembled grange framework.

In order to solve the above technical problems, the utility model adopts the following technical scheme that realization：Described assembled agriculture Village's house 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 be sequentially arranged at No. 3 posts, No. 7 posts, No. 11 posts, No. 15 posts, No. 19 posts top and adopt 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 peace It is arranged on No. 4 crossbeams to No. 9 crossbeams and using the connection of beam slab cast-in-place node, No. 3 floors 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 that builds up using the armored concrete of the cuboids come out in professional factory pre-production, and 1 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 shares three types：The first is that a post is connected with two beams Cast-in-place node, it is for second the cast-in-place node that a post is connected with three beams, the third is that a post shows with what four beams were connected Pour node；

The first cast-in-place node is shared 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 shared 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 shared 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 (Z1) in the first cast-in-place node described in technical scheme is connected with 2 beams to be referred to：No. 1 post (Z1) connected with No. 1 longeron (ZL1), No. 1 crossbeam (HL1)；The first described cast-in-place node includes No. 1 cast-in-place node and No. 2 Cast-in-place node；No. 1 cast-in-place node is the built-in fitting for right angle hooked bar and No. 1 post for stretching out No. 1 beam embedded part outside beam The right angle hooked bar stretched out outside post is overlapped, then carries out cast-in-place connection with concrete；No. 2 cast-in-place nodes are vertical by No. 1 The right angle hooked bar that the built-in fitting of the right angle hooked bar that beam built-in fitting is stretched out outside beam and No. 1 post is stretched out outside post is taken Connect, then cast-in-place connection is carried out with concrete.

No. 2 posts (Z2) in second described of cast-in-place node are connected with 3 beams to be referred to：No. 2 posts (Z2) and No. 1 crossbeam (HL1), No. 2 crossbeams (HL2), No. 2 longeron (ZL2) connections；Second described of cast-in-place node shows including No. 3 cast-in-place nodes, No. 4 Pour node and No. 5 cast-in-place nodes；No. 3 cast-in-place nodes are the right angle hooked bars and 2 for stretching out the built-in fitting of No. 1 crossbeam outside beam The right angle hooked bar that the built-in fitting of number post is stretched out outside post is overlapped, then carries out cast-in-place connection with concrete；No. 4 cast-in-place sections Point is the right angle stretched out the built-in fitting of No. 2 crossbeams outside the built-in fitting stretching post of the right angle hooked bar outside beam and No. 2 posts Hooked bar is overlapped, then carries out cast-in-place connection with concrete；No. 5 cast-in-place nodes are that the built-in fitting of No. 2 longerons is stretched out into beam The right angle hooked bar that the built-in fitting of the right angle hooked bar of outside and No. 2 posts is stretched out outside post is overlapped, then uses concrete Carry out 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 (Z7) and No. 5 crossbeams (HL5), No. 6 crossbeams (HL6), No. 3 longerons (ZL3), No. 7 longeron (ZL7) connections；

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 the built-in fitting of hook reinforcing bar and No. 7 posts is stretched out outside post is overlapped, then carries out cast-in-place connection with concrete； No. 7 cast-in-place nodes are that the built-in fitting that the built-in fitting of No. 3 longerons is stretched out to the right angle hooked bar outside beam and No. 7 posts is stretched out outside post The right angle hooked bar in face is overlapped, then carries out cast-in-place connection with concrete；No. 6 cast-in-place nodes are by the pre-buried of No. 6 crossbeams The right angle hooked bar that the built-in fitting of the right angle hooked bar that part is stretched out outside beam and No. 7 posts is stretched out outside post is overlapped, then Cast-in-place connection is carried out with concrete；No. 9 cast-in-place nodes be by the right angle hooked bar that the built-in fitting of No. 7 longerons is stretched out 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 cast-in-place connection with concrete.

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 cup-shaped foundation with independent rim of a cup basis under post, the hole that placement post is reserved in cup-shaped foundation is rim of a cup, and 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, post connect as one with basis around post.

Beam slab cast-in-place node described in technical scheme refers to：Described beam slab cast-in-place node include beam slab connecting structure with Cast-in-situ steel reinforced concrete；

Described beam slab connecting structure refers to the stress side of No. 1 precast floor slab, No. 2 precast floor slabs in the edge lap of precast beam two 20mm, No. 16 embedded bars, No. 17 embedded bars stretch out No. 1 precast floor slab, the sponson of No. 2 precast floor slabs is in precast beam Top, No. 15 embedded bars are placed on to the top of No. 1 precast floor slab, precast beam and No. 2 precast floor slabs, with tie hoop pair No. 11 embedded bars in beam, No. 12 embedded bars and No. 13 embedded bars, No. 14 embedded bars carry out colligations and are connected, then with mixing No. 15 embedded bars, No. 16 embedded bars, No. 17 embedded bars are carried out cast-in-place be connected by solidifying soil.

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 uses 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 in rear, No. 9 embedded bars, No. 10 embedded bars Preceding, 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 grouting material slip casting, then upper segment column is attached with hypomere post according to corresponding position, i.e. No. 3 embedded bars and No. 5 Embedded bar is overlapped, and No. 4 embedded bars and No. 6 embedded bars are overlapped, then passes through No. 3 injected holes, No. 4 injected holes Slip casting closing is carried out, upper segment column is linked into an integrated entity with hypomere post.

The beneficial effects of the utility model are compared with prior art：

1. assembled grange framework described in the utility model does not have the processes such as formwork, form removal, short construction period, work Skill is relatively easy, and situ wet operation is few, the prefabricated components steady quality of factorial praluction, is advantageous to environmental protection and energy saving.

2. the assembled grange framework substitution described in the utility model antidetonation of grange tradition brick mix structure The shortcomings that poor performance, globality poor, there is preferable shock resistance and globality.

3. because prefabricated components concrete has been completed receipts in assembled grange framework described in the utility model Contracting, along with often using prestressing force, therefore crack can be controlled effectively, and be the weight for realizing green building, green construction Want approach.

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 described in the utility model, the anti-of grange can be improved Shock stability, construction quality is improved, reduce energy resource consumption.

5. assembled grange frame space described in the utility model separates flexibly, having more neatly to coordinate The advantages of horizontal planning of building, beneficial to arranging to need the building structure of larger space, the characteristics of meeting rural area big family.

6. using assembled grange framework described in the utility model it is envisioned that with China's economy, technology What development and framed house were studied gos deep into, and draws existing empirical studies of building and is adapted to the frame structure of rural condition to live Residence, 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 utility model is further described below in conjunction with the accompanying drawings：

Fig. 1 is the axonometric projection schematic diagram of assembled grange frame structure described in the utility model composition；

Fig. 2 is the top view that assembled grange frame structure described in the utility model forms fractionation scheme；

Fig. 3 is assembled grange framework left view described in the utility model；

Fig. 4 is that side column is connected the main view of structure composition with beam in assembled grange framework described in the utility model Figure；

Fig. 5 is that floor is connected the main view of structure composition with beam in assembled grange framework described in the utility model Figure；

Fig. 6 is adjacent 2 that assembled grange framework central sill column connected node described in the utility model is in post The axonometric projection view of side embedded bar；

Fig. 7 is 3 sides that assembled grange framework central sill column connected node described in the utility model is in post The axonometric projection view of embedded bar；

Fig. 8 is 4 sides that assembled grange framework central sill column connected node described in the utility model is in post The axonometric projection view of embedded bar；

Fig. 9 is that assembled grange framework central sill column connected node described in the utility model is in the both ends of beam in advance Bury the axonometric projection view of reinforcing bar；

In figure：Z1. No. 1 post, No. 2 posts of Z2., No. 3 posts of Z3., No. 4 posts of Z4., No. 5 posts of Z5., No. 6 posts of Z6., Z7. No. 7 posts, No. 8 posts of Z8., No. 9 posts of Z9., No. 10 posts of Z10., No. 11 posts of Z11., No. 12 posts of Z12., No. 13 posts of Z13., Z14. No. 14 posts, No. 15 posts of Z15., No. 16 posts of Z16., No. 17 posts of Z17., No. 18 posts of Z18., No. 19 posts of Z19., Z20. No. 20 posts, No. 1 crossbeam of HL1., No. 2 crossbeams of HL2., No. 3 crossbeams of HL3., No. 4 crossbeams of HL4., No. 5 crossbeams of HL5., HL6. No. 6 crossbeams, No. 7 crossbeams of HL7., No. 8 crossbeams of HL8., No. 9 crossbeams of HL9., No. 10 crossbeams of HL10., No. 11 crossbeams of HL11., HL12. No. 12 crossbeams, No. 13 crossbeams of HL13., No. 14 crossbeams of HL14., No. 15 crossbeams of HL15., No. 1 longeron of ZL1., ZL2. No. 2 longerons, No. 3 longerons of ZL3., No. 4 longerons of ZL4., No. 5 longerons of ZL5., No. 6 longerons of ZL6., No. 7 longerons of ZL7., ZL8. No. 8 longerons, No. 9 longerons of ZL9., No. 10 longerons of ZL10., No. 11 longerons of ZL11., No. 12 longerons of ZL12., ZL13. 13 Longeron, No. 14 longerons of ZL14., No. 15 longerons of ZL15., No. 16 longerons of ZL16., No. 1 floor of LB1., No. 2 floors of LB2., LB3. No. 3 floors, No. 4 floors of LB4., 1. No. 1 cast-in-place nodes, 2. No. 2 cast-in-place nodes, 3. No. 3 cast-in-place nodes, 4. No. 4 Cast-in-place node, 5. No. 5 cast-in-place nodes, 6. No. 6 cast-in-place nodes, 7. No. 7 cast-in-place nodes, 8. No. 8 cast-in-place nodes, 9. No. 9 existing Pour node, 10. hypomere posts, 11. upper segment columns, 12. No. 1 precast beams, 13. No. 1 embedded bars, 14. No. 2 embedded bars, 15. No. 3 embedded bars, 16. No. 4 embedded bars, 17. No. 5 embedded bars, 18. No. 6 embedded bars, 19. No. 1 grout holes, 20. No. 2 grout holes, 21. No. 3 grout holes, 22. No. 4 grout holes, 23. No. 7 embedded bars, 24. No. 8 embedded bars, 25. No. 9 Embedded bar, 26. No. 10 embedded bars, 27. No. 11 embedded bars, 28. No. 12 embedded bars, 29. No. 13 embedded bars, 30. No. 14 embedded bars, 31. No. 1 precast floor slabs, 32. No. 2 precast floor slabs, 33. No. 15 embedded bars, 34. No. 16 pre- Bury reinforcing bar, 35. No. 17 embedded bars, 36. tie hoops.

Embodiment

The utility model is explained in detail below in conjunction with the accompanying drawings：

Assembled grange framework described in the utility model be to provide it is a kind of build grange needed for combination and Into cuboid a Rotating fields framework, exactly build beam used in assembled grange framework, post, floor in professional work Factory's pre-production comes out, and beam, post are that the armored concrete of cuboid pours the structural member built up, and floor is plate structure part； Simultaneously beam prefabricated in factory, post, reserve circular opening in floor, be embedded in beam, the circular reinforcing bar part insertion in post In hole, a part is stretched out prefabricated component and is left outside, this part reinforcing bar being left outside curve the form of right angle crotch so as to Yu Liang, Column border node connection, the circular reinforcing bar being embedded in floor stretch 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, the end of floor Portion retains 2 groups of reinforcing bars, every group of 2 embedded bars.When carrying out the assembling of house framework at the construction field (site), between beam, post, floor With reference to node at the embedded bar in beam, post, floor is subjected to overlap joint connection, then poured with concrete at node Beam, post, floor is set to be 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 at twice in assembled grange framework, and first It is secondary that precast beam is made in professional factory, carry out at the construction field (site) for the second time, be shelved on precast beam when precast floor slab and 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., is laminated by the cast-in-place armored concrete on precast floor slab and precast floor slab Close the assembled integral floor formed.

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 and 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 pre-buried steel of embedded bar 14,3 of embedded bar 13,2 respectively that Duan Zhuzhong, which is held, along longitudinal direction 4 reinforcing bars pre-buried side by side 15, No. 4 embedded bars 16 of muscle, this 4 reinforcing bars are erectly to be embedded in post；When post divides two sections to be 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, shape and the model all same of described 15 crossbeams, crossbeam is rectangular parallelepiped structure part, in crossbeam two Pre-buried 2 reinforcing bars of difference in end, every group of 2 reinforcing bars, this 2 reinforcing bars parts are directly in the length direction insertion beam of reinforcing bars along crossbeam Portion, another part stretch 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 parallelepiped structure part, in longeron both ends respectively Pre-buried 2 groups of reinforcing bars, every group of 2 reinforcing bars, this length direction of 2 groups of straight reinforcing bars of a reinforcing bar part along longeron is inserted inside beam, another 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, floor are the plate class for the cuboid that armored concrete pours 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 shares three types, and the first is that a post shows with what two beams were 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 shared 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 shared 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 Connected with No. 12 longeron ZL12, 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 shared at 6, is No. 6 post Z6 and No. 4 crossbeam HL4, No. 5 crossbeam HL5, No. 2 longeron ZL2 respectively Being connected with No. 6 longeron ZL6, 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 both ends The length direction embedded bar of interior edge crossbeam and 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 are 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, it is straight reinforcing bar that a part for every embedded bar, which stretches into prefabricated components, 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 with No. 1 post Z1 and No. 1 longeron ZL1 and No. 1 crossbeam HL1 is connected the first to be formed Illustrated exemplified by node:

It is by 1 that the first described cast-in-place node, which includes 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 cast-in-place connection with concrete；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 and No. 1 post Z1 built-in fitting are stretched out outside post 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 Number cast-in-place node, illustrate exemplified by 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 cast-in-place connection with concrete；No. 4 cast-in-place sections Point is that the built-in fitting that No. 2 crossbeam HL2 built-in fitting is stretched out to the right angle hooked bar outside beam and No. 2 post Z2 is stretched out outside post Right angle hooked bar is overlapped, then carries out cast-in-place connection with concrete；No. 5 cast-in-place nodes are by No. 2 longeron ZL2 built-in fitting The right angle hooked bar that the right angle hooked bar stretched out outside beam and No. 2 post Z2 built-in fitting are stretched out outside post is overlapped, 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 Formed No. 8 cast-in-place nodes of connection, No. 6 cast-in-place nodes, No. 7 cast-in-place nodes, illustrate exemplified by 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 cast-in-place connection with concrete；No. 6 cast-in-place sections Point is that the built-in fitting that No. 6 crossbeam HL6 built-in fitting is stretched out to the right angle hooked bar outside beam and No. 7 post Z7 is stretched out outside post Right angle hooked bar is overlapped, then carries out cast-in-place connection with concrete；No. 7 cast-in-place nodes are by the pre-buried of No. 3 longeron ZL3 The right angle hooked bar that the right angle hooked bar that part is stretched out outside beam and No. 7 post Z7 built-in fitting are stretched out outside post is overlapped, Again cast-in-place connection is carried out with concrete；No. 9 cast-in-place nodes are the right angle crotches for stretching out No. 7 longeron ZL7 built-in fitting outside beam The right angle hooked bar that reinforcing bar and No. 7 post Z7 built-in fitting are stretched out outside post is overlapped, then carries out cast-in-place connection with concrete.

In summary figure all beam-to-column joint cast-in-place nodes be will in post and beam it is pre-buried stretch out it is straight outside post and beam 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 posts and beam is connected as an entirety, is protected Demonstrate,prove its globality.

Described Joint's connection fabrication is mainly comprising 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 illustrates by taking side column as an example, because individual layer post weight is larger, is hung for scene Dress installation and slip casting are 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 19, No. 2 notes of injected hole 20 of No. 1 injected hole 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, ensure that the safe and reliable of overlap joint.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 the injected hole 22 of hole 21,4 and carry out slip casting closing, two sections post is connected as an entirety, ensure stress.

Described post beam connecting structure is the connected mode connection that post beam reserves keyway in beam-ends connection using beam-ends, makes company The embedded bar connect is placed in keyway, and No. 7 embedded bars 23 that built-in fitting is left outside in post are turned under, 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, and this 4 reinforcing bars are carried out Overlap joint, 23, No. 8 embedded bars 24 of No. 7 embedded bars are rear, and 25, No. 10 reinforcing bars 26 of No. 9 embedded bars are preceding, then in reinforcing bar Lap-joint's casting concrete makes beam-to-column joint be an entirety.The post beam of assembled grange framework described in the utility model Connecting structure form all same.

Refering to Fig. 5, described beam slab connecting structure is coagulation by 31, No. 2 precast floor slabs 32 of No. 1 precast floor slab and thereon Local soil type into laminated floor slab, the stress side of 31, No. 2 precast floor slabs 32 of No. 1 precast floor slab 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 the flecition transmission by the short side direction along plate, can be with along the load of long side direction transmission Ignore, meet design requirement.Ultimately form a kind of assembled grange framework.

The model of all reinforcing bars used in assembled grange framework described in the utility model and structure all same, make It is circular reinforcing bar with cross section, all posts are the structural member of the armored concrete of cuboid, and all beams are cuboid The structural member of the armored concrete of shape, floor are the plate structure part for the armored concrete that cross section is rectangle.

The earthquake resistance and prevention earthquake intensity of assembled grange framework described in the utility model is set up defences by 7 degree, ensures the assembling Security of the formula grange framework in rural area.

The safety classes of structure of assembled grange framework described in the utility model is 2 grades, and design life is 50 years, meet the requirement of construction standards.

Basis uses 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 after post is put into rim of a cup, pea gravel concreten is used around post (one-level higher than base concrete intensity) pours, and such post is just connected as an entirety with basis.

The method of construction of described assembled grange framework, its step are：

1. press Size Dwelling Design:

In factory the size needed for pour to obtain in advance build 20 posts used in the house type house framework, 16 it is vertical 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 for installation and slip casting, 2 sections of post point is constructed used by framework, 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, fixed basis and the connection reinforcement welding of post after the completion of to be corrected；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, and No. 4 pre- Bury reinforcing bar 16 and No. 6 embedded bars 18 are overlapped, noted again by 21, No. 4 injected holes 22 of No. 3 injected holes after correction position Slurry closing, so makes two sections post be connected as an entirety, ensures stress.

2) mounting rail

Precast beam is transported to job site, lifts in the prefabricated post and position to lifting the back rest by beam by crane Row correction, the reinforcing bar for curving right angle crotch in beam and in post outside the stretching prefabricated component of built-in fitting is entered after the completion of to be corrected Row 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 carry 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 company of center pillar and beam It is same to connect form.Post beam shown in Fig. 4 reserves the connected mode connection of keyway in beam-ends connection using beam-ends, makes connection Reinforcing bar in keyway, 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, No. 9 pre-buried embedded bars 25 are bent up in beam, and No. 10 embedded bars 26 are turned under, and this 4 reinforcing bars are overlapped, and No. 7 pre- 23, No. 8 embedded bars 24 of reinforcing bar are buried rear, then 25, No. 10 reinforcing bars 26 of No. 9 embedded bars are poured at bar splicing preceding Concrete makes beam-to-column joint be an entirety.

3) floor is installed, precast floor slab is transported to job site, is lifted floor on precast beam and right 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

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 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 sequentially arranged at No. 9 posts (Z9) to 12 using the connection of beam column cast-in-place node, No. 7 crossbeams (HL7) to No. 9 crossbeams (HL9) Simultaneously installed successively using the connection of beam column cast-in-place node, No. 10 crossbeams (HL10) to No. 12 crossbeams (HL12) on the top of number post (Z12) 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 floor (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 shares Three types：The first is the cast-in-place node that a post is connected with two beams, and second is that a post shows with what three beams were 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 shared 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 shared 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 shared 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 3, it is characterised in that in the first described cast-in-place node No. 1 post (Z1) be connected with 2 beams and refer to：No. 1 post (Z1) and No. 1 longeron (ZL1), No. 1 crossbeam (HL1) connection；

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 No. 1 crossbeam (HL1) built-in fitting stretches out the right angle hooked bar outside beam and the right angle outside the built-in fitting stretching post of No. 1 post (Z1) Hooked bar is overlapped, then carries out cast-in-place connection with concrete；No. 2 cast-in-place nodes (2) are by No. 1 longeron (ZL1) built-in fitting The right angle hooked bar that the right angle hooked bar stretched out outside beam and the built-in fitting of No. 1 post (Z1) are stretched out outside post is overlapped, Again cast-in-place connection is carried out with concrete；

No. 2 posts (Z2) in second described of cast-in-place node are connected with 3 beams to be referred to：No. 2 posts (Z2) and No. 1 crossbeam (HL1), No. 2 crossbeams (HL2), No. 2 longeron (ZL2) connections；

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 Cast-in-place node (3) is by the pre-buried of the right angle hooked bar that the built-in fitting of No. 1 crossbeam (HL1) is stretched out outside beam and No. 2 posts (Z2) The right angle hooked bar that part is stretched out outside post is overlapped, then carries out cast-in-place connection with concrete；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 cast-in-place connection with concrete；No. 5 cast-in-place nodes (5) are by the pre- of No. 2 longerons (ZL2) The right angle hooked bar that the right angle hooked bar that embedded part is stretched out outside beam and the built-in fitting of No. 2 posts (Z2) are stretched out outside post is taken Connect, then cast-in-place connection is carried out with concrete；

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 the built-in fitting of right angle hooked bar and No. 7 posts (Z7) outside beam is stretched out outside post 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 and the built-in fitting of No. 7 posts (Z7) are stretched out outside post 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 cast-in-place connection with concrete；No. 9 cast-in-place nodes are The built-in fitting that the built-in fitting of No. 7 longerons (ZL7) is stretched out to 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 cast-in-place connection with concrete.

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：

It is cup-shaped foundation that described basis, which uses independent rim of a cup basis under post, and the hole that placement post is reserved in cup-shaped foundation is cup Mouthful, the size of rim of a cup is bigger than post cross sectional dimensions, and after post is put into rim of a cup, 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 beam slab connecting structure 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 the top of precast beam, 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 embedded bars (26) are preceding, then in steel Muscle lap-joint 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 described post is included on 2 sections of posts are Duan Zhu and hypomere post, in the reserving hole of hypomere post insert 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), then sealed by No. 1 injected hole (19), No. 2 injected holes (20) using grouting material slip casting Close, then upper segment column is attached with hypomere post according to corresponding position, be i.e. No. 3 embedded bars (15) and No. 5 embedded bars (17) overlapped, No. 4 embedded bars (16) and No. 6 embedded bars (18) are overlapped, then by No. 3 injected holes (21), No. 4 Injected hole (22) carries out slip casting closing, upper segment column is linked into an integrated entity with hypomere post.