Fabricated dry-type construction method connector

Abstract

The utility model relates to the technical field of building construction, and aims at providing an assembly type dry construction method connector which comprises two cuboid steel plates which are symmetrically arranged, anchor bars are arranged on the side faces of the two cuboid steel plates, and vertical rectangular holes and transverse rectangular holes are formed in the side faces of the opposite sides of the two cuboid steel plates respectively. The vertical rectangular holes and the transverse rectangular holes are connected through bolts. On one hand, a fault-tolerant space is provided for the component embedded connector, production and installation difficulty is greatly reduced, construction quality is guaranteed, installation efficiency can be improved, construction progress is accelerated, on the other hand, the effect that ribs do not appear on the component is achieved, the influence of the large-size component on transportation is reduced, steel bar collision rechecking work of a deep designer is omitted, and construction efficiency is improved. And the working efficiency of deepened design is improved.

Description

TECHNICAL FIELD

[0001] The utility model relates to the technical field of building construction, especially relates to a fabricated dry method connector. BACKGROUND

[0002] The existing prefabricated component connection generally adopts the following modes: one, prefabricated component extends steel bars, and post-casting nodes, but the following disadvantages exist: (1) the deepening design workload of the prefabricated component is large, the deepening designer needs to loft the prefabricated component extension steel bars, and performs steel bar collision checking; (2) the size of the prefabricated component is small, and is greatly influenced by transportation conditions, under the same cross-section size, the longer the component extension steel bars, the smaller the proportion of the concrete cross-section size; (3) the prefabricated component is difficult to install, and the construction process is complex, problems such as complicated side form installation, grout leakage of the steel bar hole, and form sticking during demolding occur during on-site construction; (4) the installation efficiency is low, and the construction progress is slow, after the prefabricated component is installed in place, the cast-in-place section is bound with steel bars, the form is supported, and concrete is poured, the on-site operation engineering quantity is large, and the next layer installation can be performed only after the post-casting node is hardened, and time is consumed long. CONTENT OF THE UTILITY MODEL

[0003] The utility model aims at providing a fabricated dry method connector to solve the problems in the background art, and facilitates popularization.

[0004] In order to achieve the above-mentioned utility model purposes, the utility model adopts the following technical scheme:

[0005] A fabricated dry method connector, comprising two symmetrically arranged cuboid steel plates, anchor bars are arranged on the side surfaces of the two cuboid steel plates, vertical rectangular holes and horizontal rectangular holes are respectively arranged on the side surfaces of the opposite sides of the two cuboid steel plates, and the vertical rectangular holes and the horizontal rectangular holes are connected through bolts.

[0006] Further, the interiors of the two cuboid steel plates are cavity structures.

[0007] Further, the upper surfaces, the lower surfaces, the front surfaces and the rear surfaces of the two cuboid steel plates are all holed.

[0008] Further, the anchor bars are connected with the side surfaces of the two cuboid steel plates through plug welding.

[0009] Further, the vertical rectangular holes and the horizontal rectangular holes are oppositely arranged and perpendicular to each other.

[0010] The utility model discloses a beneficial effect is:

[0011] The utility model discloses a kind of assembled dry method connector, by relatively arranged and mutually perpendicular transverse rectangular hole and vertical rectangular hole, and utilize bolt connection, give component embedded connector provide fault tolerance space, greatly reduce production installation difficulty, construction quality is guaranteed, can improve installation efficiency, speed up construction progress, by cuboid steel plate, anchor bar etc. BRIEF DESCRIPTION OF DRAWINGS

[0012] Figure 1 It is a kind of assembled dry method connector overall structure schematic diagram of the utility model;

[0013] Figure 2 It is a kind of assembled dry method connector local structure schematic Figure One ;

[0014] Figure 3 It is a kind of assembled dry method connector local structure schematic Figure Two ;

[0015] Corresponding table of reference numerals:

[0016] 1, cuboid steel plate;2, anchor bar;3, vertical rectangular hole;4, transverse rectangular hole;5, bolt. DETAILED DESCRIPTION

[0017] The specific embodiment of the utility model will be further illustrated below in conjunction with the drawings. Same parts are expressed with same reference numerals among identical parts. It needs to be explained that, the words "front", "back", "left", "right", "upper" and "lower" used in the following description refer to the direction in the drawing, and the words "inner" and "outer" refer to the direction towards or away from the geometric center of a particular component.

[0018] In order to make the content of the utility model more easily be clearly understood, the technical solutions in the utility model embodiments will be clearly and completely described below in conjunction with the drawings in the utility model embodiments. Same parts are expressed with same reference numerals.

[0019] By Figures 1 to 3As shown, a kind of assembled dry method connector, including two symmetrically arranged cuboid steel plates 1, two cuboid steel plates 1 side are provided with anchor bar 2, the side of two cuboid steel plates 1 opposite side is respectively provided with vertical rectangular hole 3 and horizontal rectangular hole 4, vertical rectangular hole 3 and horizontal rectangular hole 4 are connected by bolt 5, the inside of two cuboid steel plates 1 is all cavity structure, the upper surface and lower surface, front and back of two cuboid steel plates 1 are all opened, anchor bar 2 is connected with the side of two cuboid steel plates 1 by plug welding, vertical rectangular hole 3 and horizontal rectangular hole 4 are oppositely arranged and perpendicular to each other, by oppositely arranged and perpendicular to each other horizontal rectangular hole 4 and vertical rectangular hole 3, and utilize bolt 5 connection, give component pre-buried connector provides fault tolerance space, greatly reduce the production installation difficulty, construction quality is guaranteed, while it can improve installation efficiency, speed up construction progress, by cuboid steel plate 1, anchor bar 2 and other structures, realize component without bar, not only reduce the influence of large-size component to transport, and eliminate the steel bar collision review work of deepening designer, improve deepening design efficiency.

[0020] The above is only the preferred embodiment of the present application, and is not intended to limit the present application, and any modification, equivalent replacement and improvement, etc. within the spirit and principles of the present application should be included in the protection scope of the present application.

Claims

1. A fabricated dry process method connector comprising two rectangular parallelepiped steel plates (1) disposed symmetrically, characterized in that, Both sides of the cuboid steel plate (1) are provided with anchor bars (2), and the opposite sides of the cuboid steel plate (1) are respectively provided with vertical rectangular holes (3) and horizontal rectangular holes (4), which are connected by bolts (5).

2. A fabricated dry-in-place method connector according to claim 1, wherein The interiors of the two cuboid steel plates (1) are cavity structures.

3. The fabricated dry-in-place method connector of claim 1, wherein, The upper surface, the lower surface, the front surface and the back surface of the two cuboid steel plates (1) are all open.

4. The fabricated dry-in-place method connector of claim 1, wherein, The anchor bars (2) are connected with the two sides of the cuboid steel plate (1) by plug welding.

5. The fabricated dry-in-place method connector of claim 1, wherein, The vertical rectangular holes (3) and the horizontal rectangular holes (4) are oppositely arranged and perpendicular to each other.

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