Method for connecting wallboard components of precast concrete shear wall structure

A technology of prefabricated concrete and connection method, which is applied in the direction of building components, walls, building structures, etc., can solve the problems that the reliable and effective connection of wall panel components cannot be completely guaranteed, the anchorage of steel bars is insufficient, and the number of steel bars is too small, so as to achieve the purpose of strengthening internal force transmission and The effect of interface shear force transmission, simple design concept and fast construction speed

CN102561555AInactive Publication Date: 2012-07-11TONGJI UNIV
9 Cites 6 Cited by

Patent Information

Authority / Receiving Office
CN · China
Patent Type
Applications(China)
Current Assignee / Owner
Publication Date
2012-07-11
Estimated Expiration
Not applicable · inactive patent

Smart Images

  • Figure 1
    Figure 1
  • Figure 2
    Figure 2
  • Figure 3
    Figure 3
Patent Text Reader

Abstract

The invention belongs to the technical field of building structures in civil engineering, and discloses a method for connecting wallboard components of a precast concrete shear wall structure, which includes the steps: bending respective reinforcing bars, extending out of lateral edges of wallboards, of a first precast concrete shear wallboard (1) and a second precast concrete shear wallboard (2) to form closed rectangular reinforcing bar rings (3), overlapping the closed rectangular reinforcing bar rings, and using a joint reinforced concrete beam (4) to connect the wallboards. The method is simple in design concept and convenient in production, processing and construction, no complex mechanical equipment or implement is needed in construction, no power is consumed in construction, the construction is environment-friendly, energy-saving, cost-reducing and low in construction funds, the advantage of quick construction speed of the precast concrete structure can be given to full play evidently, and the method can be widely applied to the field of aseismic design of high-rise building precast concrete shear wall structures.
Need to check novelty before this filing date? Find Prior Art

Description

technical field

[0001] The invention belongs to the technical field of building structures of civil engineering, and relates to a connection method for wall panel components of a prefabricated concrete shear wall structure. Background technique

[0002] With the proposal of housing industrialization and construction industrialization, and in response to the call for building energy-saving and environment-friendly buildings, prefabricated concrete structures have begun to be popularized and applied nationwide. As a structural system with high lateral stiffness and mainly used to resist horizontal and vertical actions, shear wall structure is mainly used in the construction of small high-rise residential buildings (12-30 floors). In the precast concrete shear wall structure, the connection area between the precast concrete wall panel components is the most sensitive part in the precast shear wall structure, and it is also the weakest link of the structure. The connection metho...

Examples

Embodiment

[0027] like Figure 1-3 as shown, figure 1 It is a schematic diagram of the overall structure of the connection method of a prefabricated concrete shear wall panel member of the present invention, figure 2 It is the left view of the connection method of the prefabricated concrete shear wall structure wall panel members of the present invention, image 3 It is a top view of the connection method of the prefabricated concrete shear wall structure wall panel members of the present invention.

[0028] A method for connecting prefabricated concrete shear wall structural wall panels, the method comprising the following steps: the first prefabricated concrete shear wall panel 1 and the second prefabricated concrete shear wall panel 2 respectively protruding from the side edge of the wall panels The reinforced steel bars are bent along the thickness direction of the wallboard to form a closed rectangular steel bar ring 3 and then cross and overlap, and then the jointed reinforced c...