Integrally assembled hidden beam hollow two-way floor system and method for assembling the same

Patent metadata

Field	Value
Publication number	US-11306478-B2
Application number	US-201816981271-A
Country	US
Kind code	B2
Filing date	Dec 29, 2018
Priority date	Apr 20, 2018
Publication date	Apr 19, 2022
Grant date	Apr 19, 2022

Abstract

An integrally assembled hidden beam hollow two-way floor system includes precast slabs (1), honeycomb steel beams (3), and cast-in-place concrete (4). A plurality of compartments (12) arranged in a matrix is integrally provided on one surface of each of the precast slabs (1), and connecting grooves (14) are provided at a periphery of another surface of the precast slab (1) is provided with connecting grooves (14). Prepared bolt holes (13) penetrating through the precast slab (1) are provided in the connecting grooves (14). The honeycomb steel beam (3) serves as a primary beam or a secondary beam of a steel structure of the floor system. A surface of the precast slab (1) provided with no compartments is lapped and fixed between the secondary beams or between the primary beam and the secondary beam, and adjacent precast slabs (1) are connected and fixed by a U-shaped hoop (2) passing through the prepared bolt hole (13) to form a seam. The cast-in-place concrete (4) includes a surface layer cast onto the compartments (12) and a cast-in-place concrete ribs (41) cast between the compartments (12) of adjacent precast slabs (1) and between the compartment (12) and the primary beam and the secondary beam, the surface layer and the cast-in-place concrete ribs (41) being integrated. An assembly method for the integrally assembled hidden beam hollow two-way floor system is further provided. A method for assembling an integrally assembled hidden beam hollow two-way floor system is provided. The floor system and method for assembling the same achieve similar force performances in two directions, reliable connection between the floor slab and peripheral members, elimination of a risk of cracking of slab seams, and improved assembly efficiency.

First claim

What is claimed is:

1. An integrally assembled hidden beam hollow two-way floor system, comprising:
precast slabs, wherein a plurality of compartments arranged in a matrix are integrally provided on one surface of each of the precast slabs, connecting grooves are provided at a periphery of another surface of each of the precast slabs, and prepared bolt holes penetrating through each of the precast slabs are provided in the connecting grooves;
honeycomb steel beams serving as primary beams and secondary beams of a steel structure of the floor system, a surface of each of the precast slabs provided with no compartment is lapped and fixed between the secondary beams or between one of the primary beams and one of the secondary beams, and adjacent precast slabs of the precast slabs are connected and fixed by a U-shaped hoop passing through one of the prepared bolt holes to form a seam; and
cast-in-place concrete comprising a surface layer cast onto the plurality of compartments and a cast-in-place concrete rib, wherein the cast-in-place concrete rib is cast between compartments of adjacent precast slabs of the precast slabs and between the plurality of compartments and the primary beams or the secondary beams, and the surface layer and the cast-in-place concrete rib are formed into one piece;
wherein the U-shaped hoop passes through the prepared bolt hole from bottom to top and cooperates with a connecting plate and a nut in such a manner that the adjacent precast slabs are connected and fixed to form a seam.

2. The integrally assembled hidden beam hollow two-way floor system according to claim 1 , wherein the plurality of compartments arranged in the matrix are defined by and separated from each other by protruding slab ribs.

3. The integrally assembled hidden beam hollow two-way floor system according to claim 2 , wherein a thickness of an edge of each of the precast slabs is smaller than a height of each of the slab ribs, and a side of one of the slab ribs close to the edge of the precast slab is a slop for natural transition.

4. The integrally assembled hidden beam hollow two-way floor system according to claim 1 , further comprising:
honeycomb holes penetrating through the honeycomb steel beams; or hogging moment rebars fixed to upper flanges of the honeycomb steel beams.

5. The integrally assembled hidden beam hollow two-way floor system according to claim 1 , wherein when the surface of the precast slab provided with no compartment is lapped between the secondary beams or between the one of the primary beams and the one of the secondary beams, and is fixed to the secondary beams or to the one of the primary beams and the one of the secondary beams through bolts.

6. The integrally assembled hidden beam hollow two-way floor system according to claim 5 , wherein a honeycomb web of one of the primary beams connected to one of the precast slabs or one of the secondary beams connected to one of the precast slabs is provided with a reinforcing plate parallel to a lower flange, and one of the precast slabs is connected and fixed between the lower flange and the reinforcing plate through one of the bolts ( 5 ) that penetrates the one of the precast slabs.

7. A method for assembling an integrally assembled hidden beam hollow two-way floor system, comprising:
step 1: molding each of precast slabs once through an inverted casting method, the precast slab being hollow and having two-way rib compartments, wherein a formwork is prepared based on an outer contour of the precast slab, then a plurality of compartments are fixed in a matrix, two-way forced rebars are tied, prepared bolt holes are fixed, concrete is cast and cured in a shape, connecting grooves are prepared at a periphery of a surface of the precast slab provided with no compartment, and then the precast slab is acquired by turning over after the curing;
step 2: processing and assembling a steel structure of the floor system, wherein honeycomb steel beams of the steel structure are manufactured in a factory, the prepared bolt holes at lower flanges are used to manufacture a U-shaped hoop, and the honeycomb steel beams are transported to a site to serve as primary beams, or secondary beams, or primary beams and secondary beams;
step 3: assembling the precast slabs, wherein each of the precast slabs is hung to a position between the secondary beams manufactured by the honeycomb steel beams or between one of the primary beams and one of the secondary beams formed by the honeycomb steel beams, the precast slab is first placed at one of the lower flanges at a connection position, each end of two precast slabs of the precast slabs is supported by the one of the lower flange and connected to the one of the lower flange through a bolt, and side ends of the two precast slabs at a seam are connected to each other through a U-shaped hoop; and
step 4: casting concrete, wherein debris is first cleaned, a surface of each of the precast slabs is soaked with water, then cast-in-place concrete is cast to form a cast-in-place concrete rib and a surface layer, and then curing and molding are performed to complete the assembling of the integrally assembled hidden beam hollow two-way floor system;
wherein the method further comprises, between the step 3 and the step 4;
laying water pipelines and electricity pipelines in an empty space on an outer side of slab ribs and arranged between two precast slabs and in honeycombs of honeycomb webs; and
then tying hogging moment rebars, the hogging moment rebars passing through honeycomb holes of the honeycomb steel beams or being fixed to upper surfaces of upper flanges.

8. The method for assembling the integrally assembled hidden beam hollow two-way floor system according to claim 7 , wherein slab seams of the precast slabs and bolt hole seams are sealed with epoxy resin mortar.

Assignees

• Changan Univ

Inventors

• Duan Liusheng
• Zhou Tianhua

Classifications

• E04B5/19

  the filling members acting as self-supporting permanent forms (E04B5/21 takes precedence) · CPC title

• E04B5/10 Primary

  with metal beams or girders, e.g. with steel lattice girders (E04B5/14 takes precedence) · CPC title

• E04B5/023

  Separate connecting devices for prefabricated floor-slabs · CPC title

• E04B5/266

  Filling members covering the undersurface of the beams · CPC title

• E04B5/043 Primary

  having elongated hollow cores · CPC title