CN106759873A - A kind of new prefabricated integral frame structure prefabricated post is constructed with prefabricated beam connecting node - Google Patents

A kind of new prefabricated integral frame structure prefabricated post is constructed with prefabricated beam connecting node Download PDF

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Publication number
CN106759873A
CN106759873A CN201710185054.3A CN201710185054A CN106759873A CN 106759873 A CN106759873 A CN 106759873A CN 201710185054 A CN201710185054 A CN 201710185054A CN 106759873 A CN106759873 A CN 106759873A
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CN
China
Prior art keywords
prefabricated
post
muscle
frame structure
connecting node
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.)
Pending
Application number
CN201710185054.3A
Other languages
Chinese (zh)
Inventor
侯士伟
潘树宾
胡雁翔
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
HEBEI HECHUANG BUILDING ENERGY-SAVING TECHNOLOGY Co Ltd
Original Assignee
HEBEI HECHUANG BUILDING ENERGY-SAVING TECHNOLOGY Co Ltd
Priority date (The priority date 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 date listed.)
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Publication date
Application filed by HEBEI HECHUANG BUILDING ENERGY-SAVING TECHNOLOGY Co Ltd filed Critical HEBEI HECHUANG BUILDING ENERGY-SAVING TECHNOLOGY Co Ltd
Priority to CN201710185054.3A priority Critical patent/CN106759873A/en
Publication of CN106759873A publication Critical patent/CN106759873A/en
Pending legal-status Critical Current

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Classifications

    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04BGENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/18Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
    • E04B1/19Three-dimensional framework structures
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04BGENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/18Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
    • E04B1/20Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of concrete, e.g. reinforced concrete, or other stonelike material
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04BGENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/18Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
    • E04B1/20Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of concrete, e.g. reinforced concrete, or other stonelike material
    • E04B1/21Connections specially adapted therefor
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04BGENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/38Connections for building structures in general
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04BGENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/18Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
    • E04B1/19Three-dimensional framework structures
    • E04B1/1903Connecting nodes specially adapted therefor

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Physics & Mathematics (AREA)
  • Electromagnetism (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Rod-Shaped Construction Members (AREA)

Abstract

The present invention relates to Civil structure mounting technology field, especially a kind of new prefabricated integral frame structure prefabricated post and prefabricated beam connecting node, including precast beam, prefabricated post and prefabricated board, the prefabricated post is provided with multiple reinforcing bars, the precast beam is provided with muscle cage bar in multiple, multiple lower muscle cage bars and multiple and sprains, basic short column is provided with below the prefabricated post, one end of the basic short column is provided with post and spells steel plate hoop, and the inside that the post spells steel plate hoop is provided with steel plate strip.Architectural industrialization is realized by prefabricated post and being linked and packed for precast beam, the whole prefabrication production of precast beam, prefabricated board and prefabricated post, install job site, raise labour productivity, artificial input is reduced, the labour intensity of workman is reduced, improves the working environment of workman, the usage amount of steel and construction material is significantly reduced simultaneously, reaches energy-saving and emission-reduction, the effect of low-carbon (LC) consumption reduction.

Description

A kind of new prefabricated integral frame structure prefabricated post is constructed with prefabricated beam connecting node
Technical field
The present invention relates to Civil structure mounting technology field, more particularly to a kind of new prefabricated integral frame structure Prefabricated post is constructed with prefabricated beam connecting node.
Background technology
In traditional construction, beams of concrete and concrete column are all cast-in-place completions at the construction field (site), and are being poured Also need to carry out carrying out template framework before building, after the completion of pouring, also need to remove template framework, and carry out long-term maintenance, no The fund of construction is only wasted, the time needed for also extending construction, and the material needed for constructing can be wasted during construction Material, can so cause the fund for buying material to increase, and the building waste produced in work progress is easily caused to the environment of surrounding Pollution, so as to influence the living environment of workman.
The content of the invention
All it is cast-in-place at the construction field (site) the invention aims to solve beams of concrete in the prior art and concrete column Complete, so not only waste the fund of construction, the shortcoming of the time needed for also extending construction, and a kind of new dress for proposing Constructed with prefabricated beam connecting node with integral frame structure prefabricated post.
To achieve these goals, present invention employs following technical scheme:
Design a kind of new prefabricated integral frame structure prefabricated post and prefabricated beam connecting node, including it is precast beam, prefabricated Post and prefabricated board, it is characterised in that the prefabricated post is provided with multiple reinforcing bars, the precast beam be provided with muscle cage bar in multiple, The lower muscle cage bar of multiple and multiple are sprained, and basic short column is provided with below the prefabricated post, and one end of the basic short column is provided with Post spells steel plate hoop, and the inside that the post spells steel plate hoop is provided with steel plate strip, and one end insertion post of the prefabricated post is spelled in steel plate hoop, and Post is spelled steel plate hoop and is connected with prefabricated post by prick post tightening latch, is provided with the prefabricated post and beam tendon bush, the reinforcing bar are reserved in post Reserve beam tendon bush in through post to be connected using straight screw sleeve with upper muscle cage bar, the reinforcing bar is passed through reserves beam tendon bush in post Cold extrusion sleeve connection is used with lower muscle cage bar, and is reserved in post in beam tendon bush filled with high strength grout, the reinforcing bar One end and sprain one end welding, be also equipped with multiple prefabricated boards between the adjacent precast beam.
Preferably, it be in respectively cross, tee T, yi word pattern or L-type that the prefabricated post is connected with multiple precast beams.
Preferably, between the prefabricated board and precast beam filled in space, the space between prefabricated board and prefabricated board There is armored concrete.
Preferably, the prefabricated board is solid slab or cored slab.
Preferably, armored concrete straining beam, the surrounding side of the prefabricated board are provided between the precast beam and prefabricated board It is equipped with multiple and gets rid of muscle, beam muscle is reserved in the prefabricated post, and the end of pre-buried beam muscle is additionally provided with anchor plate in prefabricated post.
Preferably, the prefabricated board is stretched into armored concrete straining beam by getting rid of muscle, adjacent two prefabricated boards it Between mutually overlap fixation by getting rid of muscle.
Preferably, it is described get rid of the length that muscle stretched into armored concrete straining beam be at least getting rid of muscle diameter times.
A kind of new prefabricated integral frame structure prefabricated post proposed by the present invention is constructed with prefabricated beam connecting node, beneficial Effect is:Architectural industrialization is realized by prefabricated post and being linked and packed for precast beam, precast beam, prefabricated board and prefabricated post whole Prefabrication is produced, and job site is installed, and is raised labour productivity, and reduces artificial input, reduces the labour intensity of workman, is improved The working environment of workman, while significantly reducing the usage amount of steel and construction material, reaches energy-saving and emission-reduction, the effect of low-carbon (LC) consumption reduction Really, new technology used can also improve the assembly rate of building, and reduces cost improves the security performance of building structure, reduces Building wood The consumption of material, reaches energy-saving and emission-reduction, low-carbon (LC) consumption reduction, environmental protection, the effect of saving duration.
Brief description of the drawings
Fig. 1 is constructed for a kind of new prefabricated integral frame structure prefabricated post proposed by the present invention with prefabricated beam connecting node Structural representation;
Fig. 2 is constructed for a kind of new prefabricated integral frame structure prefabricated post proposed by the present invention with prefabricated beam connecting node Prefabricated post and Prefabricated beam connection structure schematic diagram;
Fig. 3 is constructed for a kind of new prefabricated integral frame structure prefabricated post proposed by the present invention with prefabricated beam connecting node A at enlarged drawing;
Fig. 4 is constructed for a kind of new prefabricated integral frame structure prefabricated post proposed by the present invention with prefabricated beam connecting node Precast beam and prefabricated board attachment structure schematic diagram;
Fig. 5 is constructed for a kind of new prefabricated integral frame structure prefabricated post proposed by the present invention with prefabricated beam connecting node B at sectional view;
Fig. 6 is constructed for a kind of new prefabricated integral frame structure prefabricated post proposed by the present invention with prefabricated beam connecting node C at sectional view;
Fig. 7 is constructed for a kind of new prefabricated integral frame structure prefabricated post proposed by the present invention with prefabricated beam connecting node D at sectional view;
Fig. 8 is constructed for a kind of new prefabricated integral frame structure prefabricated post proposed by the present invention with prefabricated beam connecting node E at sectional view;
Fig. 9 is constructed for a kind of new prefabricated integral frame structure prefabricated post proposed by the present invention with prefabricated beam connecting node F at sectional view;
Figure 10 is a kind of new prefabricated integral frame structure prefabricated post proposed by the present invention and prefabricated beam connecting node structure The L-type node beam-to-column joint structural representation made;
Figure 11 is a kind of new prefabricated integral frame structure prefabricated post proposed by the present invention and prefabricated beam connecting node structure The L-type node beam column construction sectional view made;
Figure 12 is a kind of new prefabricated integral frame structure prefabricated post proposed by the present invention and prefabricated beam connecting node structure The L-type node beam column precast beam structure schematic diagram made;
Figure 13 is a kind of new prefabricated integral frame structure prefabricated post proposed by the present invention and prefabricated beam connecting node structure The T-shaped node beam-to-column joint structural representation made;
Figure 14 is a kind of new prefabricated integral frame structure prefabricated post proposed by the present invention and prefabricated beam connecting node structure The T-shaped node beam column construction vertical direction sectional view made;
Figure 15 is a kind of new prefabricated integral frame structure prefabricated post proposed by the present invention and prefabricated beam connecting node structure The T-shaped node beam column precast beam structure schematic diagram made;
Figure 16 is a kind of new prefabricated integral frame structure prefabricated post proposed by the present invention and prefabricated beam connecting node structure The T-shaped node beam column construction horizontal direction sectional view made;
Figure 17 is a kind of new prefabricated integral frame structure prefabricated post proposed by the present invention and prefabricated beam connecting node structure The upper cage bar of the T-shaped node beam column precast beam made and the distributed architecture schematic diagram of lower cage bar;
Figure 18 is a kind of new prefabricated integral frame structure prefabricated post proposed by the present invention and prefabricated beam connecting node structure The cross node beam-to-column joint structural representation made;
Figure 19 is a kind of new prefabricated integral frame structure prefabricated post proposed by the present invention and prefabricated beam connecting node structure The yi word pattern node beam-to-column joint structural representation made;
Figure 20 is a kind of new prefabricated integral frame structure prefabricated post proposed by the present invention and prefabricated beam connecting node structure The cross and yi word pattern beam column construction sectional view made;
Figure 21 is a kind of new prefabricated integral frame structure prefabricated post proposed by the present invention and prefabricated beam connecting node structure The cross and yi word pattern precast beam structure schematic diagram made.
In figure:Anchor plate 1, steel plate strip 2, reinforcing bar 3, precast beam 4, prefabricated post 5, prefabricated board 6, upper muscle cage bar 7, lower muscle cage bar 8th, sprain 9, get rid of muscle 10, straight thread sleeve pipe 11, basic short column 12, post are spelled and beam muscle set is reserved in steel plate hoop 13, prick post tightening latch 14, post Pipe 15, cold extrusion sleeve pipe 16, armored concrete straining beam 17.
Specific embodiment
Below in conjunction with the accompanying drawing in the embodiment of the present invention, the technical scheme in the embodiment of the present invention is carried out clear, complete Site preparation is described, it is clear that described embodiment is only a part of embodiment of the invention, rather than whole embodiments.
Reference picture 1-21, a kind of new prefabricated integral frame structure prefabricated post and prefabricated beam connecting node, including it is prefabricated Beam 4, prefabricated post 5 and prefabricated board 6, prefabricated post 5 are provided with multiple reinforcing bars 3, and precast beam 4 is provided with muscle cage bar 7 in multiple, under multiple Muscle cage bar 8 and multiple sprain 9, and prefabricated post 5 is connected respectively in cross, tee T, yi word pattern or L-type with multiple precast beams 4, is used In the appropriate site of building structure, convenient construction person installed.
The lower section of prefabricated post 5 is provided with basic short column 12, and one end of basic short column 12 is provided with post and spells steel plate hoop 13, and post spells steel The inside of plate hoop 13 is provided with steel plate strip 2, and prefabricated post 5 can insert post and spell in steel plate hoop 13, and post is spelled steel plate hoop 13 and passes through prick post bolt Bar 14 is connected with prefabricated post 5, is provided with prefabricated post 5 and beam tendon bush 15 is reserved in post, and reinforcing bar 3 is passed through reserves beam tendon bush 15 in post It is connected using straight screw sleeve 11 with upper muscle cage bar 7, reinforcing bar 3 is through reserved beam tendon bush 15 in post with lower muscle cage bar 8 using cold Extruding sleeve 16 is connected, and is reserved in post high strength grout is filled with beam tendon bush 15, one end of reinforcing bar 3 and sprains 9 One end is welded, and multiple prefabricated boards 6 are also equipped between contiguous prefabricated beam 4.
Prefabricated board 6 is solid slab or cored slab, space, prefabricated board 6 between prefabricated board 6 and precast beam 4 and prefabricated board 6 it Between space in be filled with armored concrete, improve building structure security performance.
Armored concrete straining beam 17 is provided between precast beam 4 and prefabricated board 6, the surrounding side of prefabricated board 6 is equipped with multiple Muscle 10 is got rid of, beam muscle is reserved in prefabricated post 5, and the end of pre-buried beam muscle is additionally provided with anchor plate 1 in prefabricated post 5, prefabricated board 6 is by getting rid of Muscle 10 is stretched into armored concrete straining beam 17, is fixed by getting rid of the mutually overlap joint of muscle 10 between two adjacent prefabricated boards 6, gets rid of muscle 10 Stretch into 15 times that the length in armored concrete straining beam 17 is at least getting rid of the diameter of muscle 10, for improve prefabricated board 6 and precast beam 4 it Between connect stability, so as to improve the security performance that prefabricated board 6 is connected with precast beam 4.
Operation principle:When being assembled to prefabricated post 5 and precast beam 4, after precast beam 4 is placed in prefabricated post 5, by portion Steel splitting muscle 3 is connected with upper muscle cage bar 7 through after reserving beam tendon bush 15 in post using straight screw sleeve 11, then by part reinforcing bar 3 Beam tendon bush 15 is reserved in through post to be connected using cold extrusion sleeve 16 with lower muscle cage bar 8, and beam is reserved in prefabricated post 5 and post Filling high strength grout in tendon bush 15, finally completes stirrup colligation, formwork erection and casting concrete in beam-to-column joint area, When being installed to precast beam 4 and prefabricated board 6, prefabricated board 6 is connected by getting rid of muscle 10 with straining beam, wherein the two ends of prefabricated board 6 Muscle 10 will be also got rid of when being connected with precast beam 4 to stretch into precast beam 4, and the distance for stretching into is at least getting rid of 15 times of the diameter of muscle 10, and Extend through the center line of precast beam 4, casting concrete after the completion of muscle cage bar 7 and stirrup colligation on precast beam 4, and prefabricated board 6 with Mutually overlapped by getting rid of muscle 8 between prefabricated board 6, got rid of in the side of prefabricated board 6 and hung between colligation high tensile reinforcement on muscle 10, last plate stitch Mould casting concrete.
The above, the only present invention preferably specific embodiment, but protection scope of the present invention is not limited thereto, Any one skilled in the art the invention discloses technical scope in, technology according to the present invention scheme and its Inventive concept is subject to equivalent or change, should all be included within the scope of the present invention.

Claims (7)

1. a kind of new prefabricated integral frame structure prefabricated post and prefabricated beam connecting node, including precast beam (4), prefabricated post (5) and prefabricated board (6), it is characterised in that the prefabricated post (5) is provided with multiple reinforcing bars (3), and the precast beam (4) is provided with Muscle cage bar (7), multiple lower muscle cage bar (8) and multiple are sprained (9) in multiple, and basic short column is provided with below the prefabricated post (5) (12), one end of the basic short column (12) is provided with post and spells steel plate hoop (13), and the inside that the post spells steel plate hoop (13) is provided with Steel plate strip (2), one end insertion post of the prefabricated post (5) is spelled in steel plate hoop (13), and post spells steel plate hoop (13) by prick post bolt Bar (14) is connected with prefabricated post (5), is provided with the prefabricated post (5) and beam tendon bush (15) is reserved in post, and the reinforcing bar (3) passes through Beam tendon bush (15) and upper muscle cage bar (7) is reserved in post be connected using straight screw sleeve (11), the reinforcing bar (3) through in post in advance Stay beam tendon bush (15) to be connected using cold extrusion sleeve (16) with lower muscle cage bar (8), and filled out in reserved beam tendon bush (15) in post Filled with high strength grout, one end of the reinforcing bar (3) and sprain (9) one end welding, between the adjacent precast beam (4) also Multiple prefabricated boards (6) are installed.
2. a kind of new prefabricated integral frame structure prefabricated post according to claim 1 and prefabricated beam connecting node, its It is characterised by, it be in respectively cross, tee T, yi word pattern or L-type that the prefabricated post (5) is connected with multiple precast beams (4).
3. a kind of new prefabricated integral frame structure prefabricated post according to claim 1 and prefabricated beam connecting node, its It is characterised by, the space between the prefabricated board (6) and precast beam (4), in the space between prefabricated board (6) and prefabricated board (6) It is filled with armored concrete.
4. a kind of new prefabricated integral frame structure prefabricated post according to claim 1 and prefabricated beam connecting node, its It is characterised by, the prefabricated board (6) is solid slab or cored slab.
5. a kind of new prefabricated integral frame structure prefabricated post according to claim 1 and prefabricated beam connecting node, its It is characterised by, armored concrete straining beam (17), the four of the prefabricated board (6) is provided between the precast beam (4) and prefabricated board (6) All sides are equipped with multiple and get rid of muscle (10), reserve beam muscle in the prefabricated post (5), and in prefabricated post (5) pre-buried beam muscle end It is additionally provided with anchor plate (1).
6. a kind of new prefabricated integral frame structure prefabricated post according to claim 5 and prefabricated beam connecting node, its It is characterised by, the prefabricated board (6) is stretched into armored concrete straining beam (17) by getting rid of muscle (10), and adjacent two are described prefabricated Fixed by getting rid of muscle (10) mutually overlap joint between plate (6).
7. a kind of new prefabricated integral frame structure prefabricated post according to claim 6 and prefabricated beam connecting node, its It is characterised by, it is described to get rid of 15 times that the length that muscle (10) stretched into armored concrete straining beam (17) is at least getting rid of muscle (10) diameter.
CN201710185054.3A 2017-03-25 2017-03-25 A kind of new prefabricated integral frame structure prefabricated post is constructed with prefabricated beam connecting node Pending CN106759873A (en)

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CN201710185054.3A CN106759873A (en) 2017-03-25 2017-03-25 A kind of new prefabricated integral frame structure prefabricated post is constructed with prefabricated beam connecting node

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Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN107558606A (en) * 2017-09-09 2018-01-09 山东科技大学 A kind of prefabricated construction construction method
CN108625477A (en) * 2018-03-22 2018-10-09 武汉理工大学 A kind of assembled beam-column node and its construction method
CN111411778A (en) * 2019-01-04 2020-07-14 润弘精密工程事业股份有限公司 Method for constructing building structure of multi-storey building
CN114737674A (en) * 2022-04-08 2022-07-12 无锡天盈建筑科技有限公司 Construction method for building beam-column dry connection

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CN206635942U (en) * 2017-03-25 2017-11-14 河北合创建筑节能科技有限责任公司 A kind of new prefabricated integral frame structure prefabricated post constructs with prefabricated beam connecting node

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Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN107558606A (en) * 2017-09-09 2018-01-09 山东科技大学 A kind of prefabricated construction construction method
CN108625477A (en) * 2018-03-22 2018-10-09 武汉理工大学 A kind of assembled beam-column node and its construction method
CN111411778A (en) * 2019-01-04 2020-07-14 润弘精密工程事业股份有限公司 Method for constructing building structure of multi-storey building
CN111411778B (en) * 2019-01-04 2022-06-21 润弘精密工程事业股份有限公司 Method for constructing building structure of multi-storey building
CN114737674A (en) * 2022-04-08 2022-07-12 无锡天盈建筑科技有限公司 Construction method for building beam-column dry connection

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Application publication date: 20170531