CN106223463A - A kind of prefabricated node and the prefabricated assembled frame structure of one and construction method thereof - Google Patents
A kind of prefabricated node and the prefabricated assembled frame structure of one and construction method thereof Download PDFInfo
- Publication number
- CN106223463A CN106223463A CN201610779274.4A CN201610779274A CN106223463A CN 106223463 A CN106223463 A CN 106223463A CN 201610779274 A CN201610779274 A CN 201610779274A CN 106223463 A CN106223463 A CN 106223463A
- Authority
- CN
- China
- Prior art keywords
- node
- prefabricated
- overhanging
- column
- reserved
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Granted
Links
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
- E04B1/20—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
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/18—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
- E04B1/20—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of concrete, e.g. reinforced concrete, or other stonelike material
- E04B1/21—Connections specially adapted therefor
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- 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
- E04B1/215—Connections specially adapted therefor comprising metallic plates or parts
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Physics & Mathematics (AREA)
- Electromagnetism (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Conveying And Assembling Of Building Elements In Situ (AREA)
Abstract
The invention discloses a kind of prefabricated node and the prefabricated assembled frame structure of one and construction method thereof, this prefabricated node according to its structure can batch production prefabricated.The core of this prefabricated assembled frame structure is the overhanging beam section of prefabricated band node, the prefabricated node of the overhanging shell of column of node, according to the various types of prefabricated node of layout design, and all kinds of prefabricated node is precisely installed, the beam of the prefabricated node of joint connection in site or the mode of post, build whole fabricated assembly overall structure.This construction method comprises the steps: 1) the on-the-spot location of prefabricated node, lift and correct；2) prefabricated node is fixedly mounted；3) cast in situs beam coupling part and post coupling part.The present invention proposes a kind of new forming types innovatively for prefabricated assembled frame structure, the node method for prefabricating of band beam column is proposed, contribute to node durability, the unfavorable situation of poor reliability improving traditional prefabricated beam column, cast in situs armored concrete node brings, save the structure time, save construction cost.
Description
Technical field
The invention belongs to fabricated assembly overall technical field of structures, be specifically related to a kind of prefabricated node and the prefabricated dress of one
Join formula frame structure and construction method thereof.
Background technology
In recent years, fabricated assembly overall structural development is rapid, and especially country proposes building work in 13 planning
The developing goal of industry, prefabricated assembled technology is the core of building industrialization, is promoting resource, energy conservation type and environment friend
The development of good type building, serves key effect.Common precast construction system includes: prefabricated concrete structure system, dress
Join the multiple shapes such as integral concrete system, fabricated assembly overall shear wall structure system, fabricated shear wall structural system
The structural system of formula.
Prefabricated construction has construction mode, raising efficiency, the quality that ensures, the feature of beneficially management of changing, in advance
Assembled technology processed changes building industry traditional mode of production mode.
At present, the enforcement of prefabricated assembled frame structure concentrates on the batch production of the component such as precast beam, post and makes, on-the-spot fixed
Position, lift, correct the fixing and cast in situs of beam-to-column joint node.The prefabricated assembled component of tradition, subject matter concentrates on
At the node link position of prefabricated components, the reinforcing bar that the node of cast in situs is limited by node location is intensive, and node size limits
Etc. unfavorable factor, it is difficult to ensure the quality problems of cast in situs node, and the maintenance problem in later stage, and then bring the resistance to of sternness
Property and integrity problem for a long time.
Summary of the invention
For solving the problem that above-mentioned prior art exists, the invention provides a kind of prefabricated node and one is prefabricated assembled
Frame structure and construction method thereof, this prefabricated node is the prefabricated component of batch production, is applied in prefabricated assembled frame structure, has
The cast in situs helping improve the node point connection in traditional prefabricated assembled frame structure is of poor quality, late maintaining is difficult, durable
The problem such as property reliability is poor, it is achieved prefabricated assembled frame structure quickly and efficiently constructing.
The prior batch production of node of this prefabricated assembled frame structure is prefabricated, and prefabricated node good endurance, reliability are high,
Make whole prefabricated assembled frame structure good endurance, reliability height, safety is high and construction cost is low.
This construction method is owing to employing prefabricated node, so that whole prefabricated assembled frame structure does not exist node
Connect, only beam-ends and the connection of beam-ends, styletable and styletable, and then the structure of whole prefabricated assembled frame structure is become
Simple to operation.
Realizing the technical scheme that above-mentioned purpose of the present invention used is:
A kind of prefabricated node, this prefabricated node include precast beam Column border node, the overhanging beam section of node of more than 1 and 1 with
On the overhanging shell of column of node, precast beam Column border node, the overhanging beam section of each node and the overhanging shell of column of each node are integral type precast construction,
The central authorities of the overhanging beam section of each node and the overhanging shell of column of each node are reserved with groove respectively, and the overhanging beam section of each node and each node are overhanging
Shell of column end is all reserved with reserved long reinforcing bar, the overhanging beam section of each node and each node overhanging shell of column end and is all reserved with reserved short steel
Muscle, reserved long reinforcing bar and reserved bar dowel cross arrangement.
This prefabricated node includes prefabricated node A, prefabricated node B, prefabricated node C, prefabricated node D, prefabricated node E, prefabricated
Node F, prefabricated node G and prefabricated node H；Described prefabricated node A includes precast beam Column border node, 2 overhanging beam section of node and 2
The overhanging shell of column of individual node, 2 overhanging beam section of node are mutually perpendicular to, and 2 overhanging shell of columns of node are on same vertical curve；Described
Prefabricated node B includes precast beam Column border node, 4 overhanging beam section of node and 2 overhanging shell of columns of node, in 4 overhanging beam section of node
Being mutually perpendicular to two-by-two, 2 overhanging shell of columns of node are on same vertical curve；Described prefabricated node C include precast beam Column border node,
3 overhanging beam section of node and 2 overhanging shell of columns of node, be mutually perpendicular in 3 overhanging beam section of node two-by-two, 2 overhanging posts of node
Section is on same vertical curve；Described prefabricated node D includes outside precast beam Column border node, 2 overhanging beam section of node and 1 node
Stretching shell of column, 2 overhanging beam section of node are mutually perpendicular to；Described prefabricated node E includes precast beam Column border node, 4 node overhanging beams
Section and 1 overhanging shell of column of node, be mutually perpendicular in 4 overhanging beam section of node two-by-two；Described prefabricated node F includes prefabricated beam column
Node, 3 overhanging beam section of node and 1 overhanging shell of column of node, be mutually perpendicular in 3 overhanging beam section of node two-by-two；Described is pre-
Node G processed is cross, including precast beam Column border node, 2 overhanging beam section of node and the overhanging shell of column of 2 nodes, 2 node overhanging beams
On section same vertical curve, 2 overhanging shell of columns of node are on same vertical curve；Described prefabricated node H is T font, including
Precast beam Column border node, 2 overhanging beam section of node and the overhanging shell of column of 1 node, on 2 node overhanging beam section same vertical curves.
When the overhanging beam section of each node on this prefabricated node and connected precoated plate are separate type structures, outside each node
Being reserved with 2 holes for hoist on beam section beam-ends, each node overhanging shell of column styletable is provided with 2 holes for hoist；Each on this prefabricated node
When the overhanging beam section of node and connected Bars In Poured Concrete Slab are cast-type combinative structurees, each node overhanging beam section beam-ends is reserved with 4
Individual hole for hoist, each node overhanging shell of column styletable is provided with 2 holes for hoist.
A kind of prefabricated assembled frame structure, waters including prefabricated node, prefabricated styletable tenon, prefabricated beam-ends tenon, scene
The beam coupling part built, the post coupling part of cast in situs, prefabricated post bottom susceptor, post bracing members bar, joist steel support bar, styletable steel
Screw rod and beam-ends steel screw rod, the center of top of prefabricated post bottom susceptor is reserved with groove, and the top of prefabricated post bottom susceptor is reserved with pre-
Stay long reinforcing bar and reserved bar dowel, the two ends of each bottom prefabricated styletable tenon respectively with corresponding prefabricated post bottom susceptor and be positioned at the end
The fit depressions of the overhanging shell of column of node of the prefabricated node of layer, the two ends of remaining each prefabricated styletable tenon are respectively with corresponding
The fit depressions of the two adjacent sections overhanging shell of column of point of adjacent two prefabricated nodes, each prefabricated styletable tenon is interspersed in the post of correspondence even
Connecing in part, the reserved long reinforcing bar on the two adjacent sections overhanging shell of column of point on adjacent two prefabricated nodes, reserved bar dowel correspondence are even
Connect, and reserved long reinforcing bar, the reserved bar dowel on the overhanging shell of column of two adjacent sections point is all interspersed in the post coupling part of correspondence, phase
It is symmetrically installed at least 1 coupled columns bracing members bar, each post steel between two adjacent sections point overhanging shell of column lateral wall on adjacent two prefabricated nodes
The two ends of support bar are fixed by two styletable steel screw rods, two styletable steel screw rods respectively with the corresponding two adjacent sections overhanging post of point
Hole for hoist in section connects, each prefabricated beam-ends tenon respectively with the two adjacent sections overhanging beam section of point of corresponding adjacent two prefabricated nodes
Fit depressions, each prefabricated beam-ends tenon be interspersed in correspondence beam coupling part in, adjacent two on adjacent two prefabricated nodes
Reserved long reinforcing bar, reserved bar dowel correspondence in the overhanging beam section of node connect, and the reserved length in the overhanging beam section of two adjacent sections point
Reinforcing bar is all interspersed in beam coupling part, symmetrical peace between the two adjacent sections point overhanging beam section lateral wall on adjacent two prefabricated nodes
Being filled to few 1 pair of joist steel support bar, the two ends of each joist steel support bar are fixed by two beam-ends steel screw rods, and two beam-ends steel screw rods divide
Do not connect with the hole for hoist in the corresponding two adjacent sections overhanging beam section of point.
Prefabricated styletable tenon and prefabricated beam-ends tenon are all in strip, the most pre-on prefabricated styletable tenon and prefabricated beam-ends tenon
Leave hole for hoist.
The building method of a kind of prefabricated assembled frame structure, comprises the steps:
1) after laying a solid foundation, cast in situs prefabricated post bottom susceptor；
2) after prefabricated post bottom susceptor maintenance is good, scene determines mast axis position, installs the fixing each prefabricated styletable tenon of bottom
Head and prefabricated beam-ends tenon；
3) the lifting prefabricated node of bottom is in place, corrects the prefabricated node of bottom, installs fixing post bracing members bar and joist steel supports
Bar, fixing styletable steel screw rod and beam-ends steel screw rod；
4) the reserved long reinforcing bar on the corresponding two adjacent sections overhanging shell of column of point connected on adjacent two prefabricated nodes, reserved short steel
Muscle, installs fixing post bracing members template；
5) the reserved long reinforcing bar in the corresponding two adjacent sections overhanging beam section of point connected on adjacent two prefabricated nodes, reserved short steel
Muscle, installs fixing joist steel support shuttering；
6) check that this layer of prefabricated node is the most all installed in place, if it is, enter step 7), if it does not, enter step
3), until the prefabricated node of bottom frame structure is all installed in place；
7) part between the prefabricated overhanging shell of column of two adjacent sections point on the adjacent two prefabricated nodes of concrete cast in situs is used,
It is the post coupling part of cast in situs；
8) part between the prefabricated overhanging beam section of two adjacent sections point on the adjacent two prefabricated nodes of concrete cast in situs is used,
It is the beam coupling part of cast in situs；
9) check that the post coupling part of bottom frame structure, beam coupling part have the most all poured, if it is, enter
Step 10), if it is not, enter step 7) and/or step 8)；
10) coupled columns coupling part, beam coupling part carry out maintenance；
11) check that bottom frame structure has the most all built, if it is not, continue to build bottom frame structure, as
Fruit is, with reference to step 2)-step 10), enter the structure of last layer frame structure.
Compared with prior art, advantages of the present invention and having the beneficial effects that:
1) the prefabricated node that the present invention proposes is capable of factorial praluction, improves construction speed.
2) based on prefabricated node the prefabricated assembled frame structure that the present invention proposes contributes to improving tradition prefabrication and assembly construction
Cast-in-place concrete is needed to produce durability and the problem of poor reliability at node at formula frame structure interior joint.
3) construction method of the prefabricated assembled frame structure that the present invention proposes, the prefabricated assembled thinking mould broken traditions
Formula, centered by setting up, node installation prefabricated by node, breaks through conventional node cast in situs and connects the cast in situs being changed into component
Connect, by the accurate overhanging beam section of prefabricated node and cylindrical length, reserving installation hole, prefabricated tenon, accomplish accurately to manufacture, accurately
Install, it is achieved first node truly, rear part.
4) construction method of the prefabricated assembled frame structure that the present invention proposes can realize plant produced, on-site hoisting even
Connect, the integrated function such as cast in situs.
In a word, the present invention proposes a kind of new forming types innovatively for prefabricated assembled frame structure, for
The problem that present in the prefabricated assembled frame structure of tradition, node durability, reliability are poor, the node proposing band beam column is pre-
Method processed, contributes to improving traditional prefabricated beam column, node durability that cast in situs armored concrete node brings, poor reliability
Unfavorable situation, and the node installation load that can undertake in place, thus can save the structure time of whole frame structure, saving is executed
Work cost, improves durability and the reliability of general frame structure simultaneously.As can be seen here, the present invention is to promoting that prefabrication and assembly construction is overall
The development of formula structure has great meaning.
Accompanying drawing explanation
Fig. 1 is the structure diagram of the various types of prefabricated node of the present invention.
Fig. 2 is the structural representation of cross prefabricated node.
Fig. 3 is prefabricated node and the structural representation that precoated plate is separate type structure.
Fig. 4 is prefabricated node and the structural representation that Bars In Poured Concrete Slab is cast-type combinative structure.
Fig. 5 is the structural representation of prefabricated post bottom susceptor.
Fig. 6 is the structural representation of prefabricated beam-ends tenon.
Fig. 7 is the structural representation after the adjacent two prefabricated overhanging beam section on adjacent two prefabricated nodes connect.
Fig. 8 is the structural representation after the adjacent two prefabricated overhanging shell of columns on adjacent two prefabricated nodes connect.
Fig. 9 is the structure diagram of the prefabricated assembled frame structure of the present invention.
Wherein, 1-prefabricated node A, 2-prefabricated node B, 3-prefabricated node C, 4-prefabricated node G, 5-prefabricated node D, 6-is pre-
Node E, 7-processed prefabricated node F, 8-prefabricated node H, 9-reserve long reinforcing bar, 10-groove, 11-hole for hoist, 12-node overhanging beam
Section, 13-reserve bar dowel, 14-precast beam Column border node, the overhanging shell of column of 15-node, 16-prefabricated beam-ends tenon or prefabricated styletable tenon
Head, 17-prefabricated post bottom susceptor, 18-post bracing members bar, 19-joist steel support bar, 20-styletable steel screw rod, 21-beam-ends steel screw rod,
22-joist steel support shuttering, 23-post bracing members template, 24-beam coupling part, 25-post coupling part.
Detailed description of the invention
Prefabricated node and prefabricated assembled frame structure to the present invention are described in detail below in conjunction with the accompanying drawings.
The type of the prefabricated node that the present invention provides is the most, now provides eight kinds of prefabricated nodes that application is more, is respectively
Prefabricated node A 1, prefabricated node B 2, prefabricated node C 3, prefabricated node D 5, prefabricated node E6, prefabricated node F7, prefabricated joint
Point G4, prefabricated node H8, its structure diagram is as shown in Figure 1.
For being described in detail the structure of prefabricated node, the present embodiment is described in detail with prefabricated node G, prefabricated joint
Point G includes 14,2 overhanging beam section of node 12 of precast beam Column border node and 2 overhanging shell of columns of node 15, precast beam Column border node 14,2
The overhanging beam section of node 12 and 2 overhanging shell of columns of node 15 are integral type precast construction, and the structure of prefabricated node G is overall in cross
Type, as shown in Figure 2.The a length of L of the overhanging beam section of each node 120/ 2 250mm (note: L0For beam along longitudinal clear length),
The overhanging shell of column of node on precast beam Column border node top is 500mm, in the length of the overhanging shell of column of node of precast beam Column border node bottom
For (h0-1000)mm(h0For the vertical computed altitude of post).
The overhanging beam section of each node 12 of prefabricated node G and the central authorities of the overhanging shell of column of each node 15 are reserved with square groove respectively
10, square groove width is 100mm, a length of 100mm, and the degree of depth is 50mm.The overhanging beam section of each node 12 and the overhanging post of each node
The all reserved long reinforcing bar 9 in section 15 ends, all reserved short steel in the overhanging beam section of each node 15 and each node overhanging shell of column 9 end
Muscle 13, reserved long reinforcing bar 9 and reserved bar dowel 13 cross arrangement.The a length of 500mm of reserved long reinforcing bar, the length of reserved bar dowel
Degree for 100mm, and reserved long splice area no more than place cross section place the reinforcing bar gross area 50%.
As it is shown on figure 3, when the overhanging beam section of each node on prefabricated node G and connected precoated plate are separate type structures
Time, the central authorities of each node overhanging beam section beam-ends are reserved with 2 holes for hoist 11 (a diameter of 48mm), two holes for hoist all with its institute
The distance of node overhanging beam section beam-ends end face be 200mm, be positioned at the hole for hoist of lower section and the overhanging beam section of node at its place
Distance 150mm of bottom, the distance between adjacent two hole for hoist central points is 200-300mm.
As shown in Figure 4, it is cast-type combination when the overhanging beam section of each node on prefabricated node G and connected Bars In Poured Concrete Slab
During structure, each node overhanging beam section beam-ends is reserved with 11,4 holes for hoist of 4 holes for hoist all with the node overhanging beam at its place
The distance at the Bars In Poured Concrete Slab top in section is twice Bars In Poured Concrete Slab thickness+220mm, first hole for hoist and the node overhanging beam at its place
The distance of section beam-ends end face is 200mm, and its excess-three hole for hoist is configured on the basis of first hole for hoist, adjacent two liftings
Distance between hole is 500-1000mm.Each node overhanging shell of column styletable on prefabricated node G is provided with 2 holes for hoist 11, and two hang
The distance of the bottom portion of groove in the overhanging beam section of node at dress its place of Kong Junyu is 300mm, and the distance between two holes for hoist is
200-300mm。
According to prefabricated node G, remaining each category node carrying out simple illustration, described prefabricated node A includes prefabricated
Bean column node, 2 overhanging beam section of node and the overhanging shell of column of 2 nodes, 2 overhanging beam section of node are mutually perpendicular to, 2 overhanging posts of node
Section is on same vertical curve；Described prefabricated node B includes outside precast beam Column border node, 4 overhanging beam section of node and 2 nodes
Stretching shell of column, be mutually perpendicular to two-by-two in 4 overhanging beam section of node, 2 overhanging shell of columns of node are on same vertical curve；Described is pre-
Node C processed includes precast beam Column border node, 3 overhanging beam section of node and 2 overhanging shell of columns of node, in 3 overhanging beam section of node two
Two are mutually perpendicular to, and 2 overhanging shell of columns of node are on same vertical curve；Described prefabricated node D include precast beam Column border node, 2
The overhanging beam section of individual node and 1 overhanging shell of column of node, 2 overhanging beam section of node are mutually perpendicular to；Described prefabricated node E includes pre-
Bean column node processed, 4 overhanging beam section of node and 1 overhanging shell of column of node, be mutually perpendicular in 4 overhanging beam section of node two-by-two；Institute
The prefabricated node F stated includes precast beam Column border node, 3 overhanging beam section of node and 1 overhanging shell of column of node, 3 node overhanging beams
Being mutually perpendicular to two-by-two in Duan, described prefabricated node H is T font, including precast beam Column border node, 2 overhanging beam section of node and 1 joint
The overhanging shell of column of point, on 2 node overhanging beam section same vertical curves.
The prefabricated assembled frame structure that the present invention provides includes prefabricated node, prefabricated styletable tenon 16, prefabricated beam-ends tenon
16, the beam coupling part 24 of cast in situs, the post coupling part 25 of cast in situs, prefabricated post bottom susceptor 17, post bracing members bar
19, joist steel support bar 18, styletable steel screw rod 20 and beam-ends steel screw rod 21.
As it is shown in figure 5, the center of top of prefabricated post bottom susceptor 17 is reserved with groove 10, the top of prefabricated post bottom susceptor 17 is pre-
Stay reserved long reinforcing bar 9 and reserved bar dowel 13.
As shown in Figure 6, prefabricated styletable tenon 16 and prefabricated beam-ends tenon 16 all in strip, prefabricated styletable tenon and prefabricated
The length of beam-ends tenon is 600mm, and width is 100mm, is highly 100mm.Prefabricated styletable tenon and prefabricated beam-ends tenon
Head, as beam, post internal core pressure-containing parts, uses C40Armored concrete.On prefabricated styletable tenon 16 and prefabricated beam-ends tenon 16
All it is reserved with hole for hoist, convenient lifting.
As it is shown in fig. 7, each prefabricated beam-ends tenon 16 is overhanging with the two adjacent sections point of corresponding adjacent two prefabricated nodes respectively
The groove 10 of beam section matches, and each prefabricated beam-ends tenon 16 is interspersed in the beam coupling part 24 of correspondence, adjacent two prefabricated nodes
On the two adjacent sections overhanging beam section of point on reserved long reinforcing bar 9, reserved bar dowel 13 is corresponding connects, i.e. one of them node is overhanging
Reserved bar dowel corresponding in reserved long reinforcing bar beam section overhanging with another one node in beam section is fixing to be connected, and two adjacent sections
Reserved long reinforcing bar 9, reserved bar dowel 13 in the overhanging beam section 12 of point are all interspersed in beam coupling part 24, adjacent two prefabricated nodes
On two adjacent sections point overhanging beam section 12 lateral wall between be symmetrically installed 2 pairs of joist steel support bars 18, the two of each joist steel support bar 18
Hold and fixed by two beam-ends steel screw rods 21, two beam-ends steel screw rods 21 respectively with in the corresponding two adjacent sections overhanging beam section of point 12
Hole for hoist connect.
As shown in Figure 8, the two ends of each bottom prefabricated styletable tenon 16 respectively with corresponding prefabricated post bottom susceptor 17 and being positioned at
The fit depressions of the overhanging shell of column of node 15 of the prefabricated node of bottom, the two ends of remaining each prefabricated styletable tenon 16 respectively with
The fit depressions of the two adjacent sections overhanging shell of column of point 15 of corresponding adjacent two prefabricated nodes, each prefabricated styletable tenon 16 is interspersed in
In corresponding post coupling part 25, the reserved long reinforcing bar 9 on the two adjacent sections overhanging shell of column of point 15 on adjacent two prefabricated nodes, in advance
Stay the corresponding connection of bar dowel 13, i.e. reserved long reinforcing bar on the overhanging shell of column of one of them node and the overhanging shell of column of another one node
The reserved bar dowel of upper correspondence is fixing to be connected, and reserved long reinforcing bar 9 on the overhanging shell of column of two adjacent sections point 15, reserves bar dowel 13
All it is interspersed in the post coupling part 25 of correspondence, between two adjacent sections point overhanging shell of column 15 lateral wall on adjacent two prefabricated nodes
Being symmetrically installed 2 coupled columns bracing members bars 18, the two ends of each post bracing members bar 18 are fixed by two styletable steel screw rods 20, two styletables
Steel screw rod 20 connects with the hole for hoist on the corresponding two adjacent sections overhanging shell of column of point respectively.
The structure diagram of whole prefabricated assembled frame structure is as it is shown in figure 9, from fig. 9, it can be seen that whole prefabrication and assembly construction
Formula frame structure applies six kinds of prefabricated nodes, and these six kinds of prefabricated nodes are respectively prefabricated node A, prefabricated node B, prefabricated node
C, prefabricated node D, prefabricated node E and prefabricated node F, these six kinds of prefabricated nodes are respectively applied to the beam-ends at different place and beam
The connection of end, styletable and styletable.Prefabricated node G and prefabricated node H is generally used in brick mix structure.
Below in conjunction with above-mentioned prefabricated node and prefabricated assembled frame structure, the prefabricated assembled framework of the present invention is tied
The construction method of structure illustrates.
The construction method of above-mentioned prefabricated assembled frame structure, the steps include:
1) after laying a solid foundation, cast in situs prefabricated post bottom susceptor；
2) after prefabricated post bottom susceptor maintenance is good, scene determines mast axis position, installs the fixing each prefabricated styletable tenon of bottom
Head and prefabricated beam-ends tenon；
3) the lifting prefabricated node of bottom is in place, corrects the prefabricated node of bottom, installs fixing post bracing members bar and joist steel supports
Bar, fixing styletable steel screw rod and beam-ends steel screw rod；
4) the reserved long reinforcing bar on the corresponding two adjacent sections overhanging shell of column of point connected on adjacent two prefabricated nodes, reserved short steel
Muscle, i.e. connects corresponding reserved long reinforcing bar and reserved bar dowel (such as welding, being mechanically connected), installs fixing post bracing members template,
Post bracing members template is fixed on styletable steel screw rod；
5) the reserved long reinforcing bar in the two adjacent sections overhanging beam section of point on adjacent two prefabricated nodes, reserved bar dowel are connected,
I.e. connect corresponding reserved long reinforcing bar and reserved bar dowel (such as welding, being mechanically connected), fixing joist steel support shuttering is installed, by beam
Bracing members template is fixed on beam-ends steel screw rod；
6) check that this layer of prefabricated node is the most all installed in place, if it is, enter step 7), if it does not, enter step
3), until the prefabricated node of bottom frame structure is all installed in place；
7) use the part between the two adjacent sections overhanging shell of column of point on the adjacent two prefabricated nodes of concrete cast in situs, be
The post coupling part 25 of cast in situs；
8) use the part between the two adjacent sections overhanging beam section of point on the adjacent two prefabricated nodes of concrete cast in situs, be
The existing beam coupling part 24 poured；
9) check that the post coupling part of bottom frame structure, beam coupling part have the most all poured, if it is, enter
Step 10), if it is not, enter step 7) and/or step 8)；
10) coupled columns coupling part, beam coupling part carry out maintenance, after maintenance terminates, post bracing members template and joist steel are propped up
Hold mode plate disassembles；
11) check that bottom frame structure has the most all built, if it is not, continue to build bottom frame structure, as
Fruit is, with reference to step 2)-step 10), enter the structure of last layer frame structure, until whole prefabricated assembled frame structure structure
Build, as shown in Figure 9.
Claims (6)
1. a prefabricated node, it is characterised in that: this prefabricated node includes precast beam Column border node, the node overhanging beam of more than 1
Section and the overhanging shell of column of node of more than 1, precast beam Column border node, the overhanging beam section of each node and the overhanging shell of column of each node are integral type
Precast construction, the central authorities of the overhanging beam section of each node and the overhanging shell of column of each node are reserved with groove respectively, the overhanging beam section of each node and
It is the most reserved that each node overhanging shell of column end is all reserved with reserved long reinforcing bar, the overhanging beam section of each node and each node overhanging shell of column end
There is reserved bar dowel, reserved long reinforcing bar and reserved bar dowel cross arrangement.
Prefabricated node the most according to claim 1, it is characterised in that: this prefabricated node includes prefabricated node A, prefabricated node
B, prefabricated node C, prefabricated node D, prefabricated node E, prefabricated node F, prefabricated node G and prefabricated node H；Described prefabricated node
A includes precast beam Column border node, 2 overhanging beam section of node and 2 overhanging shell of columns of node, and 2 overhanging beam section of node are mutually perpendicular to, 2
The overhanging shell of column of individual node is on same vertical curve；Described prefabricated node B includes precast beam Column border node, 4 node overhanging beams
Section and 2 overhanging shell of columns of node, be mutually perpendicular in 4 overhanging beam section of node two-by-two, and 2 overhanging shell of columns of node are vertical at same
On line；Described prefabricated node C includes precast beam Column border node, 3 overhanging beam section of node and 2 overhanging shell of columns of node, 3 nodes
Being mutually perpendicular to two-by-two in overhanging beam section, 2 overhanging shell of columns of node are on same vertical curve；Described prefabricated node D includes pre-
Bean column node processed, 2 overhanging beam section of node and 1 overhanging shell of column of node, 2 overhanging beam section of node are mutually perpendicular to；Described is pre-
Node E processed includes precast beam Column border node, 4 overhanging beam section of node and 1 overhanging shell of column of node, in 4 overhanging beam section of node two
Two are mutually perpendicular to；Described prefabricated node F includes precast beam Column border node, 3 overhanging beam section of node and 1 overhanging shell of column of node, 3
The overhanging beam section of individual node is mutually perpendicular to two-by-two；Described prefabricated node G is cross, including precast beam Column border node, 2 nodes
Overhanging beam section and the overhanging shell of column of 2 nodes, on 2 node overhanging beam section same vertical curves, 2 overhanging shell of columns of node are at same
On vertical curve；Described prefabricated node H is T font, including precast beam Column border node, 2 overhanging beam section of node and the overhanging post of 1 node
Section, on 2 node overhanging beam section same vertical curves.
Prefabricated node the most according to claim 1, it is characterised in that: the overhanging beam section of each node on this prefabricated node with
When its precoated plate connected is separate type structure, each node overhanging beam section beam-ends is reserved with 2 holes for hoist, the overhanging post of each node
Duan Zhuduan is provided with 2 holes for hoist；The overhanging beam section of each node on this prefabricated node and connected Bars In Poured Concrete Slab are cast-type groups
When closing structure, each node overhanging beam section beam-ends being reserved with 4 holes for hoist, each node overhanging shell of column styletable is provided with 2 holes for hoist.
4. a prefabricated assembled frame structure based on the arbitrary described prefabricated node of claim 1-3, it is characterised in that: bag
Include prefabricated node, prefabricated styletable tenon, prefabricated beam-ends tenon, the beam coupling part of cast in situs, the post connecting portion of cast in situs
Point, prefabricated post bottom susceptor, post bracing members bar, joist steel support bar, styletable steel screw rod and beam-ends steel screw rod, the top of prefabricated post bottom susceptor
Central authorities of portion are reserved with groove, and the top of prefabricated post bottom susceptor is reserved with reserved long reinforcing bar and reserved bar dowel, each bottom prefabricated post
The two ends of end tenon respectively with the groove of the overhanging shell of column of node of corresponding prefabricated post bottom susceptor and the prefabricated node being positioned at bottom
Match, the two ends of remaining each prefabricated styletable tenon respectively with the two adjacent sections overhanging post of point of corresponding adjacent two prefabricated nodes
The fit depressions of section, each prefabricated styletable tenon is interspersed in the post coupling part of correspondence, adjacent on adjacent two prefabricated nodes
Reserved long reinforcing bar, reserved bar dowel correspondence on the two overhanging shell of columns of node connect, and reserving on the overhanging shell of column of two adjacent sections point
Long reinforcing bar, reserved bar dowel are all interspersed in the post coupling part of correspondence, and the two adjacent sections point on adjacent two prefabricated nodes is overhanging
Being symmetrically installed at least 1 coupled columns bracing members bar between shell of column lateral wall, two styletable steel screw rods are passed through at the two ends of each post bracing members bar
Fixing, two styletable steel screw rods connect with the hole for hoist on the corresponding two adjacent sections overhanging shell of column of point respectively, each prefabricated beam-ends tenon
Head respectively with the fit depressions of the two adjacent sections overhanging beam section of point of corresponding adjacent two prefabricated nodes, each prefabricated beam-ends tenon is worn
Insert in the beam coupling part of correspondence, the reserved long reinforcing bar in the two adjacent sections overhanging beam section of point on adjacent two prefabricated nodes, in advance
Stay bar dowel correspondence to connect, and reserved long reinforcing bar, the reserved bar dowel in the overhanging beam section of two adjacent sections point is all interspersed in beam and connects
In part, it is symmetrically installed at least 1 pair of joist steel between the two adjacent sections point overhanging beam section lateral wall on adjacent two prefabricated nodes and supports
Bar, the two ends of each joist steel support bar are fixed by two beam-ends steel screw rods, and two beam-ends steel screw rods are respectively with corresponding adjacent two
Hole for hoist in the overhanging beam section of node connects.
Prefabricated assembled frame structure the most according to claim 4, it is characterised in that: prefabricated styletable tenon and prefabricated beam-ends
Tenon, all in strip, prefabricated styletable tenon and prefabricated beam-ends tenon is all reserved with hole for hoist.
6. the building method of the prefabricated assembled frame structure described in a claim 4, it is characterised in that comprise the steps:
1) after laying a solid foundation, cast in situs prefabricated post bottom susceptor；
2) after prefabricated post bottom susceptor maintenance is good, scene determines mast axis position, install the fixing each prefabricated styletable tenon of bottom and
Prefabricated beam-ends tenon；
3) the lifting prefabricated node of bottom is in place, corrects the prefabricated node of bottom, installs fixing post bracing members bar and joist steel support bar, Gu
Fixed column end steel screw rod and beam-ends steel screw rod；
4) the reserved long reinforcing bar in the corresponding two adjacent sections overhanging beam section of point connected on adjacent two prefabricated nodes, reserved bar dowel peace
The fixing post bracing members template of dress；
5) the reserved long reinforcing bar in the corresponding two adjacent sections overhanging beam section of point connected on adjacent two prefabricated nodes, reserved bar dowel,
Fixing joist steel support shuttering is installed；
6) check that this layer of prefabricated node is the most all installed in place, if it is, enter step 7), if it does not, enter step 3), directly
Prefabricated node to bottom frame structure is all installed in place；
7) use the part between the prefabricated overhanging shell of column of two adjacent sections point on the adjacent two prefabricated nodes of concrete cast in situs, be
The post coupling part of cast in situs；
8) use the part between the prefabricated overhanging beam section of two adjacent sections point on the adjacent two prefabricated nodes of concrete cast in situs, be
The beam coupling part of cast in situs；
9) check that the post coupling part of bottom frame structure, beam coupling part have the most all poured, if it is, enter step
10), if it is not, enter step 7) and/or step 8)；
10) coupled columns coupling part, beam coupling part carry out maintenance；
11) check that bottom frame structure has the most all built, if it is not, continue to build bottom frame structure, if it is,
With reference to step 2)-step 10), enter the structure of last layer frame structure.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610779274.4A CN106223463B (en) | 2016-08-30 | 2016-08-30 | A kind of prefabricated node and a kind of prefabricated assembled frame structure and its construction method |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610779274.4A CN106223463B (en) | 2016-08-30 | 2016-08-30 | A kind of prefabricated node and a kind of prefabricated assembled frame structure and its construction method |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN106223463A true CN106223463A (en) | 2016-12-14 |
| CN106223463B CN106223463B (en) | 2019-08-30 |
Family
ID=58072086
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201610779274.4A Active CN106223463B (en) | 2016-08-30 | 2016-08-30 | A kind of prefabricated node and a kind of prefabricated assembled frame structure and its construction method |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN106223463B (en) |
Cited By (38)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106869321A (en) * | 2017-03-16 | 2017-06-20 | 南昌大学 | The prefabricated regeneration concrete bean column node and its construction method of a kind of reinforcement |
| CN106948480A (en) * | 2017-03-02 | 2017-07-14 | 广州大学 | A kind of beam-column node structure and fabricated house |
| CN107300723A (en) * | 2017-08-01 | 2017-10-27 | 贺州学院 | Assembled architecture assembling detection device and method |
| CN107859166A (en) * | 2017-10-13 | 2018-03-30 | 四川动和工程咨询有限公司 | A kind of assembled three-dimensional beam-column unit prefabricated components |
| CN107882172A (en) * | 2017-10-13 | 2018-04-06 | 四川动和工程咨询有限公司 | A kind of assembled three-dimensional beam-column unit prefabricated components |
| CN107882173A (en) * | 2017-10-13 | 2018-04-06 | 四川动和工程咨询有限公司 | A kind of assembled three-dimensional beam-column unit prefabricated components |
| CN107893495A (en) * | 2017-10-13 | 2018-04-10 | 四川动和工程咨询有限公司 | A kind of assembled three-dimensional beam-column unit prefabricated components |
| CN107905422A (en) * | 2017-10-13 | 2018-04-13 | 四川动和工程咨询有限公司 | A kind of assembled three-dimensional beam-column unit prefabricated components |
| CN107905366A (en) * | 2017-10-13 | 2018-04-13 | 四川动和工程咨询有限公司 | A kind of assembled three-dimensional beam-column unit prefabricated components |
| CN107905360A (en) * | 2017-10-13 | 2018-04-13 | 四川动和工程咨询有限公司 | A kind of assembled three-dimensional beam-column unit prefabricated components |
| CN107905361A (en) * | 2017-10-13 | 2018-04-13 | 四川动和工程咨询有限公司 | A kind of assembled three-dimensional beam-column unit prefabricated components |
| CN107905359A (en) * | 2017-10-13 | 2018-04-13 | 四川动和工程咨询有限公司 | A kind of assembled three-dimensional beam-column unit prefabricated components |
| CN107905365A (en) * | 2017-10-13 | 2018-04-13 | 四川动和工程咨询有限公司 | A kind of assembled three-dimensional beam-column unit prefabricated components |
| CN107905364A (en) * | 2017-10-13 | 2018-04-13 | 四川动和工程咨询有限公司 | A kind of assembled three-dimensional beam-column unit prefabricated components |
| CN107905367A (en) * | 2017-10-13 | 2018-04-13 | 四川动和工程咨询有限公司 | A kind of assembled three-dimensional beam-column unit prefabricated components |
| CN107905362A (en) * | 2017-10-13 | 2018-04-13 | 四川动和工程咨询有限公司 | A kind of assembled three-dimensional beam-column unit prefabricated components |
| CN107905419A (en) * | 2017-10-13 | 2018-04-13 | 四川动和工程咨询有限公司 | A kind of assembled three-dimensional beam-column unit prefabricated components |
| CN107956251A (en) * | 2017-10-13 | 2018-04-24 | 四川动和工程咨询有限公司 | A kind of assembled three-dimensional beam-column unit prefabricated components |
| CN107956252A (en) * | 2017-10-13 | 2018-04-24 | 四川动和工程咨询有限公司 | A kind of assembled three-dimensional beam-column unit prefabricated components |
| CN107975143A (en) * | 2017-10-13 | 2018-05-01 | 四川动和工程咨询有限公司 | A kind of assembled three-dimensional beam-column unit prefabricated components |
| CN107975142A (en) * | 2017-10-13 | 2018-05-01 | 四川动和工程咨询有限公司 | A kind of assembled three-dimensional beam-column unit prefabricated components |
| CN107975140A (en) * | 2017-10-13 | 2018-05-01 | 四川动和工程咨询有限公司 | A kind of assembled three-dimensional beam-column unit prefabricated components |
| CN107975141A (en) * | 2017-10-13 | 2018-05-01 | 四川动和工程咨询有限公司 | A kind of assembled three-dimensional beam-column unit prefabricated components |
| CN107989179A (en) * | 2017-10-13 | 2018-05-04 | 四川动和工程咨询有限公司 | A kind of assembled three-dimensional beam-column unit prefabricated components |
| CN107989176A (en) * | 2017-10-13 | 2018-05-04 | 四川动和工程咨询有限公司 | A kind of assembled three-dimensional beam-column unit prefabricated components |
| CN107989177A (en) * | 2017-10-13 | 2018-05-04 | 四川动和工程咨询有限公司 | A kind of assembled three-dimensional beam-column unit prefabricated components |
| CN107989175A (en) * | 2017-10-13 | 2018-05-04 | 四川动和工程咨询有限公司 | A kind of assembled three-dimensional beam-column unit prefabricated components |
| CN107989174A (en) * | 2017-10-13 | 2018-05-04 | 四川动和工程咨询有限公司 | A kind of assembled three-dimensional beam-column unit prefabricated components |
| CN107989178A (en) * | 2017-10-13 | 2018-05-04 | 四川动和工程咨询有限公司 | A kind of assembled three-dimensional beam-column unit prefabricated components |
| CN108755938A (en) * | 2018-04-28 | 2018-11-06 | 南昌工程学院 | A kind of steel core space node of assembly concrete frame |
| CN108867880A (en) * | 2018-09-12 | 2018-11-23 | 江西嘉致建设有限公司 | A kind of assembled steel Reinforced Concrete Buildings |
| CN109518802A (en) * | 2018-12-03 | 2019-03-26 | 上海建工二建集团有限公司 | Assembled beam-column structure and construction method thereof |
| CN109853954A (en) * | 2019-03-04 | 2019-06-07 | 吉林建筑大学 | A kind of assembly concrete frame structure is split and construction method |
| CN110042927A (en) * | 2019-05-20 | 2019-07-23 | 北京市轨道交通建设管理有限公司 | Prefabricated concrete structure, subway ground port structure and its construction method |
| CN110258581A (en) * | 2019-06-19 | 2019-09-20 | 北京城建北方集团有限公司 | A kind of foundation pit support beam structure and construction method |
| CN111456229A (en) * | 2019-01-22 | 2020-07-28 | 润弘精密工程事业股份有限公司 | Beam-column joint structure, beam-column joint method, and building structure using the beam-column joint structure |
| CN113279423A (en) * | 2021-06-29 | 2021-08-20 | 南华大学 | Prefabricated column pier and post-cast strip foundation beam assembly integral construction method |
| CN113389272A (en) * | 2021-07-21 | 2021-09-14 | 曾侃衎 | Modular prefabricated combined type space connection masonry and structure building method |
Citations (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102704624A (en) * | 2012-05-31 | 2012-10-03 | 中国十七冶集团有限公司 | Engineered cementitious composite (ECC)-reinforced concrete (RC) combination column and novel connection mode thereof |
| CN103061517A (en) * | 2013-01-15 | 2013-04-24 | 中南大学 | Novel sub-structure modular prefabricated assembly node type frame structure assembly method |
| CN103774754A (en) * | 2014-01-07 | 2014-05-07 | 同济大学 | Prefabricated ECC-RC combination beam column joint component |
| CN104912190A (en) * | 2015-06-17 | 2015-09-16 | 淮海工学院 | Dry type joggle frame structure |
| CN105155773A (en) * | 2015-08-18 | 2015-12-16 | 同济大学 | Detachable concrete component constructing method |
| CN205000554U (en) * | 2015-09-25 | 2016-01-27 | 赵洪波 | A concrete column for assembling overall structure |
| CN105804241A (en) * | 2016-03-22 | 2016-07-27 | 哈尔滨工业大学 | Single-layer prefabricated assembly type reinforced concrete beam-column joint |
| CN206128292U (en) * | 2016-08-30 | 2017-04-26 | 赵挺生 | Prefabricated node and prefabricated fabricated frame structure |
-
2016
- 2016-08-30 CN CN201610779274.4A patent/CN106223463B/en active Active
Patent Citations (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102704624A (en) * | 2012-05-31 | 2012-10-03 | 中国十七冶集团有限公司 | Engineered cementitious composite (ECC)-reinforced concrete (RC) combination column and novel connection mode thereof |
| CN103061517A (en) * | 2013-01-15 | 2013-04-24 | 中南大学 | Novel sub-structure modular prefabricated assembly node type frame structure assembly method |
| CN103774754A (en) * | 2014-01-07 | 2014-05-07 | 同济大学 | Prefabricated ECC-RC combination beam column joint component |
| CN104912190A (en) * | 2015-06-17 | 2015-09-16 | 淮海工学院 | Dry type joggle frame structure |
| CN105155773A (en) * | 2015-08-18 | 2015-12-16 | 同济大学 | Detachable concrete component constructing method |
| CN205000554U (en) * | 2015-09-25 | 2016-01-27 | 赵洪波 | A concrete column for assembling overall structure |
| CN105804241A (en) * | 2016-03-22 | 2016-07-27 | 哈尔滨工业大学 | Single-layer prefabricated assembly type reinforced concrete beam-column joint |
| CN206128292U (en) * | 2016-08-30 | 2017-04-26 | 赵挺生 | Prefabricated node and prefabricated fabricated frame structure |
Non-Patent Citations (2)
| Title |
|---|
| 王毅: "《怎样进行混凝土结构工程施工》", 31 December 2008 * |
| 闫明朱: "《施工图结构构造识读纵合训练》", 29 February 2016 * |
Cited By (46)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106948480A (en) * | 2017-03-02 | 2017-07-14 | 广州大学 | A kind of beam-column node structure and fabricated house |
| CN106948480B (en) * | 2017-03-02 | 2023-02-21 | 广州大学 | Beam column node structure and assembled house |
| CN106869321A (en) * | 2017-03-16 | 2017-06-20 | 南昌大学 | The prefabricated regeneration concrete bean column node and its construction method of a kind of reinforcement |
| CN107300723A (en) * | 2017-08-01 | 2017-10-27 | 贺州学院 | Assembled architecture assembling detection device and method |
| CN107300723B (en) * | 2017-08-01 | 2023-09-26 | 贺州学院 | Assembly type building assembly detection device and method |
| CN107975141A (en) * | 2017-10-13 | 2018-05-01 | 四川动和工程咨询有限公司 | A kind of assembled three-dimensional beam-column unit prefabricated components |
| CN107989175A (en) * | 2017-10-13 | 2018-05-04 | 四川动和工程咨询有限公司 | A kind of assembled three-dimensional beam-column unit prefabricated components |
| CN107905422A (en) * | 2017-10-13 | 2018-04-13 | 四川动和工程咨询有限公司 | A kind of assembled three-dimensional beam-column unit prefabricated components |
| CN107905366A (en) * | 2017-10-13 | 2018-04-13 | 四川动和工程咨询有限公司 | A kind of assembled three-dimensional beam-column unit prefabricated components |
| CN107905360A (en) * | 2017-10-13 | 2018-04-13 | 四川动和工程咨询有限公司 | A kind of assembled three-dimensional beam-column unit prefabricated components |
| CN107905361A (en) * | 2017-10-13 | 2018-04-13 | 四川动和工程咨询有限公司 | A kind of assembled three-dimensional beam-column unit prefabricated components |
| CN107905359A (en) * | 2017-10-13 | 2018-04-13 | 四川动和工程咨询有限公司 | A kind of assembled three-dimensional beam-column unit prefabricated components |
| CN107905365A (en) * | 2017-10-13 | 2018-04-13 | 四川动和工程咨询有限公司 | A kind of assembled three-dimensional beam-column unit prefabricated components |
| CN107905364A (en) * | 2017-10-13 | 2018-04-13 | 四川动和工程咨询有限公司 | A kind of assembled three-dimensional beam-column unit prefabricated components |
| CN107905367A (en) * | 2017-10-13 | 2018-04-13 | 四川动和工程咨询有限公司 | A kind of assembled three-dimensional beam-column unit prefabricated components |
| CN107905362A (en) * | 2017-10-13 | 2018-04-13 | 四川动和工程咨询有限公司 | A kind of assembled three-dimensional beam-column unit prefabricated components |
| CN107905419A (en) * | 2017-10-13 | 2018-04-13 | 四川动和工程咨询有限公司 | A kind of assembled three-dimensional beam-column unit prefabricated components |
| CN107956251A (en) * | 2017-10-13 | 2018-04-24 | 四川动和工程咨询有限公司 | A kind of assembled three-dimensional beam-column unit prefabricated components |
| CN107956252A (en) * | 2017-10-13 | 2018-04-24 | 四川动和工程咨询有限公司 | A kind of assembled three-dimensional beam-column unit prefabricated components |
| CN107975143A (en) * | 2017-10-13 | 2018-05-01 | 四川动和工程咨询有限公司 | A kind of assembled three-dimensional beam-column unit prefabricated components |
| CN107975142A (en) * | 2017-10-13 | 2018-05-01 | 四川动和工程咨询有限公司 | A kind of assembled three-dimensional beam-column unit prefabricated components |
| CN107975140A (en) * | 2017-10-13 | 2018-05-01 | 四川动和工程咨询有限公司 | A kind of assembled three-dimensional beam-column unit prefabricated components |
| CN107882173A (en) * | 2017-10-13 | 2018-04-06 | 四川动和工程咨询有限公司 | A kind of assembled three-dimensional beam-column unit prefabricated components |
| CN107989179A (en) * | 2017-10-13 | 2018-05-04 | 四川动和工程咨询有限公司 | A kind of assembled three-dimensional beam-column unit prefabricated components |
| CN107989176A (en) * | 2017-10-13 | 2018-05-04 | 四川动和工程咨询有限公司 | A kind of assembled three-dimensional beam-column unit prefabricated components |
| CN107989177A (en) * | 2017-10-13 | 2018-05-04 | 四川动和工程咨询有限公司 | A kind of assembled three-dimensional beam-column unit prefabricated components |
| CN107893495A (en) * | 2017-10-13 | 2018-04-10 | 四川动和工程咨询有限公司 | A kind of assembled three-dimensional beam-column unit prefabricated components |
| CN107989174A (en) * | 2017-10-13 | 2018-05-04 | 四川动和工程咨询有限公司 | A kind of assembled three-dimensional beam-column unit prefabricated components |
| CN107989178A (en) * | 2017-10-13 | 2018-05-04 | 四川动和工程咨询有限公司 | A kind of assembled three-dimensional beam-column unit prefabricated components |
| CN107859166A (en) * | 2017-10-13 | 2018-03-30 | 四川动和工程咨询有限公司 | A kind of assembled three-dimensional beam-column unit prefabricated components |
| CN107882172A (en) * | 2017-10-13 | 2018-04-06 | 四川动和工程咨询有限公司 | A kind of assembled three-dimensional beam-column unit prefabricated components |
| CN108755938A (en) * | 2018-04-28 | 2018-11-06 | 南昌工程学院 | A kind of steel core space node of assembly concrete frame |
| CN108867880A (en) * | 2018-09-12 | 2018-11-23 | 江西嘉致建设有限公司 | A kind of assembled steel Reinforced Concrete Buildings |
| CN108867880B (en) * | 2018-09-12 | 2023-11-14 | 江西嘉致建设有限公司 | Assembled reinforced concrete building |
| CN109518802A (en) * | 2018-12-03 | 2019-03-26 | 上海建工二建集团有限公司 | Assembled beam-column structure and construction method thereof |
| CN111456229A (en) * | 2019-01-22 | 2020-07-28 | 润弘精密工程事业股份有限公司 | Beam-column joint structure, beam-column joint method, and building structure using the beam-column joint structure |
| CN111456229B (en) * | 2019-01-22 | 2022-06-07 | 润弘精密工程事业股份有限公司 | Beam-column joint structure, beam-column joint method, and building structure |
| CN109853954A (en) * | 2019-03-04 | 2019-06-07 | 吉林建筑大学 | A kind of assembly concrete frame structure is split and construction method |
| CN109853954B (en) * | 2019-03-04 | 2021-06-01 | 吉林建筑大学 | Disassembling and constructing method for assembly type concrete frame structure |
| CN110042927A (en) * | 2019-05-20 | 2019-07-23 | 北京市轨道交通建设管理有限公司 | Prefabricated concrete structure, subway ground port structure and its construction method |
| CN110042927B (en) * | 2019-05-20 | 2023-11-10 | 北京市轨道交通建设管理有限公司 | Assembled concrete structure, subway ground entrance and exit structure and construction method thereof |
| CN110258581A (en) * | 2019-06-19 | 2019-09-20 | 北京城建北方集团有限公司 | A kind of foundation pit support beam structure and construction method |
| CN110258581B (en) * | 2019-06-19 | 2024-03-15 | 北京城建北方集团有限公司 | Foundation pit supporting beam structure and construction method |
| CN113279423B (en) * | 2021-06-29 | 2022-05-24 | 南华大学 | Prefabricated column pier and post-cast strip foundation beam assembly integral construction method |
| CN113279423A (en) * | 2021-06-29 | 2021-08-20 | 南华大学 | Prefabricated column pier and post-cast strip foundation beam assembly integral construction method |
| CN113389272A (en) * | 2021-07-21 | 2021-09-14 | 曾侃衎 | Modular prefabricated combined type space connection masonry and structure building method |
Also Published As
| Publication number | Publication date |
|---|---|
| CN106223463B (en) | 2019-08-30 |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN106223463A (en) | A kind of prefabricated node and the prefabricated assembled frame structure of one and construction method thereof | |
| CN206128292U (en) | Prefabricated node and prefabricated fabricated frame structure | |
| CN108331158B (en) | On-site connection method of prefabricated reinforced concrete beam column | |
| CN103669559B (en) | Assembled integral shear wall building structure and construction method | |
| CN107587603B (en) | Assembly type light steel structure and mounting method thereof | |
| CN202767230U (en) | Assembly integrated shear wall construction structure | |
| CN102605858B (en) | Building structure and construction method | |
| CN105649360A (en) | Integral assembling type building system and installing method | |
| CN202706198U (en) | Building structure | |
| CN105143570A (en) | Building structure and construction method for same | |
| CN108360678A (en) | A kind of assembled beam-column node tenon connection structure | |
| CN103850363A (en) | Prefabricated through hole assembly type reinforced concrete shear wall and construction method of prefabricated through hole assembly type reinforced concrete shear wall | |
| CN104532983A (en) | Steel pipe concrete composite system of building and masonry construction method thereof | |
| CN112502714B (en) | Assembled shaft barrel structure and design and construction method | |
| CN111364681A (en) | Prefabricated section steel concrete end column-beam node prestressed tendon staggered tensioning anchoring structure for assembly building and construction method | |
| CN102383590A (en) | Combined system of split building template | |
| WO2012065534A1 (en) | Prefabricated reinforced concrete formwork and manufacturing method thereof, as well as building and construction method thereof | |
| CN113718753B (en) | Anchor underground continuous wall foundation assembled type intermediate wall and construction method | |
| CN206396892U (en) | Building block and building structure | |
| KR102197994B1 (en) | Construction method using beam-reinforced deck plate | |
| CN110206347B (en) | Side span structure of assembled electronic factory building and construction method thereof | |
| CN109356285B (en) | Assembled prefabricated column component, assembled combined prefabricated column and assembling method thereof | |
| CN111335485B (en) | Prefabricated section steel concrete intermediate column beam node prestressed tendon staggered tensioning anchoring structure for assembly building and construction method | |
| CN108999335B (en) | Light steel grating concrete house system | |
| CN108571065A (en) | The assembled steel tendon concrete frame structure of connector is connected to based on steel plate |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C06 | Publication | ||
| PB01 | Publication | ||
| SE01 | Entry into force of request for substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| GR01 | Patent grant | ||
| GR01 | Patent grant |