Prefabrication and assembly construction concrete structure outer bottom tongue and groove protective device and its installation method
Technical field
The present invention relates to prefabricated assembled concrete technical field of structures, outside specifically a kind of prefabrication and assembly construction concrete structure
Wall bottom tongue and groove protective device and its installation method.
Background technique
When encountering precast facade height more than transport routes limit for height, component can not can only be adopted using A font by putting the perpendicular fortune of frame
With flat fortune scheme, there is the case where turning in component, tongue and groove protection in precast facade bottom is that lifting component was constructed at the construction field (site)
The problem of facing is had in journey.Common methods are that precast facade its bottom when turning over is laid with rubber pad or cystosepiment etc.
Flexible material, and often there is the problem of tongue and groove destruction in this common methods, and the later period is caused to need to repair, and also can not be complete after repairing
All risk insurance demonstrate,proves the piece quality between precast facade.
Summary of the invention
The present invention in order to solve problems in the prior art, provides a kind of prefabrication and assembly construction concrete structure outer bottom tongue and groove
Protective device and its installation method, simple structure is easy to operate, suitable for applying for prefabricated construction lifting operation personnel
Work.
The present invention includes channel steel, bolt and flitch, and precast facade bottom is provided with hole to be provided, and the channel steel is pacified by bolt
In the hole to be provided of precast facade bottom, flitch is packed between channel steel and precast facade.
It is further improved, the reserved hole dia is 20mm, diameter of bolt 16mm.
It is further improved, the channel steel is 12# channel steel.
It is further improved, the flitch specification is 50 × 100mm.
Installation method of the present invention is as follows:
1) prefabricated components drawing is deepened, and 4 20 hole to be provided of φ are arranged in precast facade wall in advance;
2) component produces, according to Deepen Design drawing set aside pre-embedded;
3) before precast facade entrucking transport, 20 hole to be provided of wall φ is passed through using 16 bolt of φ, 12# channel steel is mounted on prefabricated
Exterior wall bottom, and 50 × 100mm flitch is clogged between channel steel and precast facade;
4) component is transported to scene, turns in hoisting process, and channel steel is played a supporting role, and tongue and groove is made to be in vacant state always, protects
It demonstrate,proves not damaged;
5) it is lifted to leave to precast facade and removes tongue and groove protective device at the 1m of ground under steady state.
The beneficial effects of the invention are that:
1, simple structure, easy to operate, the construction suitable for prefabricated construction lifting operation personnel.
2, departing from the method for traditional tongue and groove bottom place mat rubber pad or cystosepiment, tongue and groove spoilage is reduced.
3, installation and removal are simple, and demolishing process is effective to guarantee tongue and groove quality to precast facade bottom tongue and groove undisturbed.
Detailed description of the invention
Fig. 1 is schematic structural view of the invention.
Specific embodiment
The present invention will be further explained below with reference to the attached drawings.
A kind of specific structure of the present invention is as shown in Figure 1, include 12# channel steel 1,16 bolt 2 of φ, 50 × 100mm flitch 3.Institute
The 12# channel steel stated is mounted in 20 hole to be provided of precast facade bottom φ by 16 bolt of φ, is filled out between 12# channel steel and precast facade
It is plugged with 50 × 100mm flitch.
Installation method of the present invention is as follows:
1) prefabricated components drawing is deepened, and 4 20 hole to be provided of φ are arranged in precast facade wall in advance;
2) component produces, according to Deepen Design drawing set aside pre-embedded;
3) before precast facade entrucking transport, 20 hole to be provided of wall φ is passed through using 16 bolt of φ, 12# channel steel is mounted on prefabricated
Exterior wall bottom, and 50 × 100mm flitch is clogged between channel steel and precast facade;
4) component is transported to scene, turns in hoisting process, and channel steel is played a supporting role, and tongue and groove is made to be in vacant state always, protects
It demonstrate,proves not damaged;
5) it is lifted to leave to precast facade and removes tongue and groove protective device at the 1m of ground under steady state.
There are many concrete application approach of the present invention, the above is only a preferred embodiment of the present invention, it is noted that for
For those skilled in the art, without departing from the principle of the present invention, it can also make several improvements, this
A little improve also should be regarded as protection scope of the present invention.