CN109594658A - Prefabricated components connection structure, Assembled wall panels and its construction method - Google Patents

Prefabricated components connection structure, Assembled wall panels and its construction method Download PDF

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Publication number
CN109594658A
CN109594658A CN201811587887.3A CN201811587887A CN109594658A CN 109594658 A CN109594658 A CN 109594658A CN 201811587887 A CN201811587887 A CN 201811587887A CN 109594658 A CN109594658 A CN 109594658A
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CN
China
Prior art keywords
built
fitting
groove
disengaged
prefabricated
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
CN201811587887.3A
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Chinese (zh)
Inventor
黄双华
黄滟雯
阮小龙
黄航
黄一航
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Panzhihua University
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Panzhihua University
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Publication date
Application filed by Panzhihua University filed Critical Panzhihua University
Priority to CN201811587887.3A priority Critical patent/CN109594658A/en
Publication of CN109594658A publication Critical patent/CN109594658A/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
    • E04B1/38Connections for building structures in general
    • E04B1/61Connections for building structures in general of slab-shaped building elements with each other
    • E04B1/6108Connections for building structures in general of slab-shaped building elements with each other the frontal surfaces of the slabs connected together
    • E04B1/612Connections for building structures in general of slab-shaped building elements with each other the frontal surfaces of the slabs connected together by means between frontal surfaces
    • E04B1/6145Connections for building structures in general of slab-shaped building elements with each other the frontal surfaces of the slabs connected together by means between frontal surfaces with recesses in both frontal surfaces co-operating with an additional connecting element
    • E04B1/6158Connections for building structures in general of slab-shaped building elements with each other the frontal surfaces of the slabs connected together by means between frontal surfaces with recesses in both frontal surfaces co-operating with an additional connecting element the connection made by formlocking
    • 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
    • E04B1/41Connecting devices specially adapted for embedding in concrete or masonry
    • E04B1/4114Elements with sockets

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  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Physics & Mathematics (AREA)
  • Electromagnetism (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Joining Of Building Structures In Genera (AREA)

Abstract

The invention discloses a kind of prefabricated components connection structures, including the first built-in fitting, the second built-in fitting and connector, anti- be disengaged from the groove is provided on first built-in fitting and the second built-in fitting, connector includes two anticreep fixture blocks being linked together, and two anticreep fixture blocks can be respectively clamped into the first built-in fitting along the anti-depth direction being disengaged from the groove and the anti-of the second built-in fitting is disengaged from the groove.First built-in fitting and the second built-in fitting are connected by anti-be disengaged from the groove with anti-drop function with anticreep fixture block, the bonding strength and stability of prefabricated components can be enhanced, and it is more convenient when assembled, it does not need linked network, smear the work progress such as mortar, be conducive to shorten the construction period.

Description

Prefabricated components connection structure, Assembled wall panels and its construction method
Technical field
The present invention relates to building fields, and in particular to a kind of prefabricated components connection structure, Assembled wall panels and its construction party Method.
Background technique
Currently, in the market most of connection between prefabricated panel (or precast floor slab) use sealing using web simultaneously Smear the mode seam of mortar, the wall excessive to some length, be acted upon by temperature changes and earthquake, wind action under, Prefabricated panel (or precast floor slab) wall is easy to be detached from cracking, influences using function and causes security risk.
Summary of the invention
Technical problem to be solved by the invention is to provide a kind of prefabricated components connection structure, Assembled wall panels and its constructions Method solves the problems, such as that bonding strength is low between prefabricated components, can be easily separated, and does not need linked network, smears the work progress such as mortar, Shorten the construction period.
The technical proposal for solving the technical problem of the invention is: prefabricated components connection structure, including the first built-in fitting, Second built-in fitting and connector, be provided on first built-in fitting and the second built-in fitting it is anti-be disengaged from the groove, connector includes two companies The anticreep fixture block being integrated, two anticreep fixture blocks can be respectively clamped into along the anti-depth direction being disengaged from the groove the first built-in fitting and The anti-of second built-in fitting is disengaged from the groove.
Further, first built-in fitting and the second built-in fitting include reinforcing preburying part and interconnecting piece, the anticreep Slot is arranged on interconnecting piece.
Further, the reinforcement preburying part includes the pre-buried bar of at least one.
Further, it is described it is anti-be disengaged from the groove as dovetail groove, the shape of the anticreep fixture block is in the swallow-tail form cooperated with dovetail groove.
Further, first built-in fitting and the second built-in fitting are identical.
Assembled wall panels, including muti-piece prefabricated panel interconnected, it is pre-buried respectively in two pieces of prefabricated panels of arbitrary neighborhood There are the first built-in fitting and the second built-in fitting, is provided on first built-in fitting and the second built-in fitting and prevents being disengaged from the groove, it is anti-to be disengaged from the groove notch It is provided with operating space, the first built-in fitting and the second built-in fitting on the prefabricated panel at place to be connected by connector, connector includes Two anticreep fixture blocks being linked together, two anticreep fixture blocks are respectively clamped into the first built-in fitting along the anti-depth direction being disengaged from the groove Anti- with the second built-in fitting is disengaged from the groove.
Further, first built-in fitting and the second built-in fitting include reinforcing preburying part and interconnecting piece, the anticreep Slot is arranged on interconnecting piece.
Further, the reinforcement preburying part includes the pre-buried bar of at least one.
Further, it is described it is anti-be disengaged from the groove as dovetail groove, the shape of the anticreep fixture block is in the swallow-tail form cooperated with dovetail groove.
The construction method of above-mentioned Assembled wall panels, comprising the following steps:
A, prefabricated panel is prepared: using concreting prefabricated panel, by the first built-in fitting and the second built-in fitting when pouring It is embedded in prefabricated panel, and is disengaged from the groove reservation operations space at notch in the first built-in fitting and the anti-of the second built-in fitting;
B, assembly: two pieces of splicing prefabricated wallboards to the first built-in fitting together, made on two pieces of prefabricated panels and second are pre- Connector is put into operating space by embedded part alignment, and by two anticreep fixture blocks on connector be respectively aligned to the first built-in fitting and Anti- on second built-in fitting is disengaged from the groove, and then beats connector, and two anticreep fixture blocks is made to be respectively clamped into the first built-in fitting and second pre- Anti- on embedded part is disengaged from the groove;
C, it modifies: the gap between two pieces of prefabricated panels being filled and led up using mortar, then operating space is filled and led up.
Compared with prior art, the beneficial effects of the present invention are: the first built-in fitting and the second built-in fitting pass through with anticreep Anti- be disengaged from the groove of function is connected with anticreep fixture block, can enhance the bonding strength and stability of prefabricated components, and assembled when side Just, it does not need linked network, smear the work progress such as mortar, be conducive to shorten the construction period.
Detailed description of the invention
Fig. 1 is the connection schematic diagram of prefabricated components connection structure.
Fig. 2 is the schematic diagram of the first built-in fitting and the second built-in fitting.
Fig. 3 is the schematic diagram of connector.
Fig. 4 is a kind of A-A schematic cross-sectional view of embodiment of connector in Fig. 3.
Fig. 5 is the A-A schematic cross-sectional view of connector another kind embodiment in Fig. 3.
Fig. 6 is the A-A schematic cross-sectional view of connector another kind embodiment in Fig. 3.
Fig. 7 is the vertical view schematic cross-sectional view of Assembled wall panels.
Appended drawing reference: the 1-the first built-in fitting;11-prevent being disengaged from the groove;12-reinforce preburying part;13-interconnecting pieces;2-the second is pre- Embedded part;3-prefabricated panels;31-operating spaces;4-connectors;41-anticreep fixture blocks.
Specific embodiment
Present invention will be further explained below with reference to the attached drawings and examples.
Prefabricated components connection structure of the invention, as shown in Figure 1, Figure 2 and Figure 3, including the first built-in fitting 1, second is pre-buried It is provided on part 2 and connector 4, first built-in fitting 1 and the second built-in fitting 2 and prevents being disengaged from the groove 11, connector 4 includes two and is linked as The anticreep fixture block 41 of one, two anticreep fixture blocks 41 can be disengaged from the groove 11 depth direction to be respectively clamped into first pre-buried along anti- Part 1 and the second the anti-of built-in fitting 2 are disengaged from the groove 11.
First built-in fitting 1, the second built-in fitting 2 and connector 4 are all made of steel material, proof strength.It is anti-to be disengaged from the groove 11 and anticreep Clamping between fixture block 41 has the function of anticreep, and anticreep fixture block 41 is respectively clamped into anti-be disengaged from the groove along anti-11 depth direction of being disengaged from the groove 11, then anticreep fixture block 41 is restrained in the freedom degree of the anti-length direction for being disengaged from the groove 11 and depth direction, prevent the first built-in fitting 1 And the second relative motion between built-in fitting 2, it is ensured that the connective stability of the first built-in fitting 1 and the second built-in fitting 2, thus Improve the bonding strength between prefabricated components.Due to anticreep fixture block 41 and it is anti-be disengaged from the groove 11 clampings, when installation, is more convenient, does not need Linked network smears the work progress such as mortar, is conducive to shorten the construction period.
First built-in fitting 1 and the second built-in fitting 2 distinguish pre-buried setting among two prefabricated components interconnected, described First built-in fitting 1 and the second built-in fitting 2 include reinforcing preburying part 12 and interconnecting piece 13, described to prevent being disengaged from the groove 11 settings in interconnecting piece On 13.Reinforce the bonding strength that preburying part 12 is used to enhance the first built-in fitting 1 and the second built-in fitting 2 and prefabricated components, to protect The bonding strength of two blocks of prefabricated components after card connection.
Reinforcing preburying part 12 can be the arbitrary steel construction such as foundation bolt, angle steel, rectangle steel, steel pipe, it is preferred that described Reinforcing preburying part 12 includes the pre-buried bar of at least one.
It is anti-to be disengaged from the groove 11 and can be T-slot, correspondingly, connector 4 can be it is I-shaped, as more preferred embodiment party Formula: as shown in Fig. 2, described prevent being disengaged from the groove 11 for dovetail groove, as shown in figure 3, the shape of the anticreep fixture block 41 is in match with dovetail groove The swallow-tail form of conjunction.Anticreep fixture block 41 can be solid swallow-tail form bloom, be also possible to such as 4, Fig. 5 or shown in fig. 6 hollow Shell.
First built-in fitting 1 and the second built-in fitting 2 are identical, guarantee that the prefabricated components of any two pieces of same sizes can lead to Cross the first built-in fitting 1 and the connection of the second built-in fitting 2.
Assembled wall panels, as shown in figs. 1,2,3 and 7, including muti-piece prefabricated panel 3 interconnected, any phase It is embedded with the first built-in fitting 1 and the second built-in fitting 2 respectively in adjacent two pieces of prefabricated panels 3, first built-in fitting 1 and second is pre-buried It is provided on part 2 and prevents being disengaged from the groove 11, anti-be disengaged from the groove on the prefabricated panel 3 at 11 notches is provided with operating space 31,1 He of the first built-in fitting Second built-in fitting 2 is connected by connector 4, and connector 4 includes two anticreep fixture blocks 41 being linked together, two Anti-release clamps Block 41 is respectively clamped into the first built-in fitting 1 and the second the anti-of built-in fitting 2 is disengaged from the groove 11 along anti-11 depth direction of being disengaged from the groove.
Prefabricated panel 3 can be vertical wall, be also possible to horizontal bottom plate.Operating space 31 is situated so as to Connector 4 is caught in when later period assembly and prevents being disengaged from the groove 11.The anti-clamping being disengaged from the groove between 11 and anticreep fixture block 41 has the function of anticreep, The vibration of prefabricated panel 3, it is heated, by big wind when, can also guarantee steadily to connect, prevent adjacent two prefabricated panel 3 from separating, protect Demonstrate,prove the shock resistance of whole building.It is pre- that multiple first built-in fittings 1 and second can be respectively set on two pieces of prefabricated panels 3 of arbitrary neighborhood Embedded part 2, to further enhance connection reliability.
The concrete construction methods of above-mentioned Assembled wall panels the following steps are included:
A, prefabricated panel 3 is prepared:, can be according to requirements in prefabricated panel 3 using concreting prefabricated panel 3 Suitable reinforcing bar is added, improves the intensity of prefabricated panel 3.The first built-in fitting 1 and the second built-in fitting 2 be embedded in when pouring prefabricated In wallboard 3, and reservation operations space 31 at 11 notches is disengaged from the groove in the first built-in fitting 1 and the anti-of the second built-in fitting 2.
B, assembly: two pieces of prefabricated panels 3 are spliced together by the prefabricated panel 3 poured, make on two pieces of prefabricated panels 3 First built-in fitting 1 and the alignment of the second built-in fitting 2, are put into operating space 31 for connector 4, and by two anticreeps on connector 4 Fixture block 41 be respectively aligned on the first built-in fitting 1 and the second built-in fitting 2 it is anti-be disengaged from the groove 11, then beat connector 4, make connector 4 Two anticreep fixture blocks 41 be respectively clamped on the first built-in fitting 1 and the second built-in fitting 2 anti-be disengaged from the groove 11;In order to guarantee that connection is strong Degree, anticreep fixture block 41 and it is anti-be disengaged from the groove 11 interference fits, anticreep fixture block 41 is knocked in using hammer when installation and anti-is disengaged from the groove 11.
C, it modifies: the gap between two pieces of prefabricated panels 3 being filled and led up using mortar, then operating space 31 is filled and led up, improve The aesthetics of wallboard, and by anticreep fixture block 41 and prevent that being disengaged from the groove 11 is bonded as one using mortar.

Claims (10)

1. prefabricated components connection structure, which is characterized in that including the first built-in fitting (1), the second built-in fitting (2) and connector (4), It is provided on first built-in fitting (1) and the second built-in fitting (2) and prevents being disengaged from the groove (11), connector (4) includes two and is linked together Anticreep fixture block (41), it is pre- that two anticreep fixture blocks (41) can be respectively clamped into first along the anti-depth direction for being disengaged from the groove (11) Embedded part (1) and the anti-of the second built-in fitting (2) are disengaged from the groove (11).
2. prefabricated components connection structure according to claim 1, which is characterized in that first built-in fitting (1) and second Built-in fitting (2) includes reinforcing preburying part (12) and interconnecting piece (13), and described anti-be disengaged from the groove (11) are arranged on interconnecting piece (13).
3. prefabricated components connection structure according to claim 2, which is characterized in that the reinforcement preburying part (12) includes extremely A few pre-buried bar.
4. prefabricated components connection structure according to claim 2, which is characterized in that described anti-be disengaged from the groove (11) are dovetail groove, The shape of the anticreep fixture block (41) is in the swallow-tail form cooperated with dovetail groove.
5. prefabricated components connection structure according to claim 1, which is characterized in that first built-in fitting (1) and second Built-in fitting (2) is identical.
6. Assembled wall panels, including muti-piece prefabricated panel interconnected (3), which is characterized in that two pieces of dry walls of arbitrary neighborhood The first built-in fitting (1) and the second built-in fitting (2), first built-in fitting (1) and the second built-in fitting are embedded in plate (3) respectively (2) it being provided on and prevents being disengaged from the groove (11), anti-be disengaged from the groove on the prefabricated panel (3) at (11) notch is provided with operating space (31), and first Built-in fitting (1) is connected with the second built-in fitting (2) by connector (4), and connector (4) includes two anticreep fixture blocks being linked together (41), two anticreep fixture blocks (41) are respectively clamped into the first built-in fitting (1) and second along the anti-depth direction for being disengaged from the groove (11) The anti-of built-in fitting (2) is disengaged from the groove (11).
7. Assembled wall panels according to claim 6, which is characterized in that first built-in fitting (1) and the second built-in fitting It (2) include reinforcing preburying part (12) and interconnecting piece (13), described anti-be disengaged from the groove (11) are arranged on interconnecting piece (13).
8. Assembled wall panels according to claim 7, which is characterized in that the reinforcement preburying part (12) includes at least one Pre-buried bar.
9. Assembled wall panels according to claim 7, which is characterized in that described anti-be disengaged from the groove (11) are dovetail groove, described anti- The shape of off card block (41) is in the swallow-tail form cooperated with dovetail groove.
10. according to the construction method of Assembled wall panels described in claim 6 to 9 any one claim, which is characterized in that packet Include following steps:
A, prefabricated panel (3) are prepared: when pouring that the first built-in fitting (1) and second is pre- using concreting prefabricated panel (3) Embedded part (2) is embedded in prefabricated panel (3), and is disengaged from the groove at (11) notch in the first built-in fitting (1) and the anti-of the second built-in fitting (2) Reservation operations space (31);
B, assembly: two pieces of prefabricated panels (3) are spliced together, and make the first built-in fitting (1) on two pieces of prefabricated panels (3) and Two built-in fittings (2) alignment, connector (4) is put into operating space (31), and by two anticreep fixture blocks (41) on connector (4) Be respectively aligned on the first built-in fitting (1) and the second built-in fitting (2) it is anti-be disengaged from the groove (11), then beat connector (4), make two it is anti- What off card block (41) was respectively clamped on the first built-in fitting (1) and the second built-in fitting (2) anti-is disengaged from the groove (11);
C, it modifies: the gap between two pieces of prefabricated panels (3) being filled and led up using mortar, then operating space (31) are filled and led up.
CN201811587887.3A 2018-12-25 2018-12-25 Prefabricated components connection structure, Assembled wall panels and its construction method Pending CN109594658A (en)

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CN110685211A (en) * 2019-11-13 2020-01-14 中国人民解放军陆军工程大学 Full composite bridge and erection method
CN111501996A (en) * 2020-04-28 2020-08-07 无锡锡晟建设有限公司 Connecting joint structure of corbel-free concrete beam and steel column
CN114277927A (en) * 2022-02-17 2022-04-05 石家庄铁道大学 Assembled steel-wood combined structure and assembling method thereof

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CN114277927A (en) * 2022-02-17 2022-04-05 石家庄铁道大学 Assembled steel-wood combined structure and assembling method thereof
CN114277927B (en) * 2022-02-17 2024-03-15 石家庄铁道大学 Assembled steel-wood combined structure and assembling method thereof

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