Two-way ribbed cavity floor module

CN224647942UActive Publication Date: 2026-08-18HUAIAN ZHIXINDA PREFABRICATED CONSTR CO LTD
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Patent Information

Application Number
CN202521782709.1
Authority / Receiving Office
CN · China
Patent Type
Utility models(China)
Current Assignee / Owner
Filing Date
2025-08-21
Publication Date
2026-08-18
Estimated Expiration
2035-08-21

AI Technical Summary

Technical Problem

[0005]经分析,其存在整体构造复杂以及施工繁琐的现象,造成工期长等问题,这就所要研究解决

Benefits of technology

[0013] Compared with the prior art, the beneficial effects of the bidirectional ribbed hollow floor slab module of this utility model are as follows: 1. The whole is divided into three casting parts, with a reasonable structure, which facilitates on-site construction, improves construction efficiency and reduces construction costs; 2. The matching positioning protrusions and limiting grooves ensure the stability and reliability of the connection between the bottom plate and the hollow transition box during casting construction; 3. The whole is lightweight, simple and beautiful, and meets the requirements of energy saving, environmental protection and heat insulation and noise reduction.

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Abstract

The utility model belongs to the technical field of assembly type building application, specifically disclose two -way dense rib cavity floor module, including bottom plate, a group of outer support boss, a group of inner support boss, hollow transition box and cover plate, a group of outer support boss symmetry sets up in the bottom plate both ends end face, a group of inner support boss symmetry sets up in the bottom plate one side, and is located between a group of outer support boss, one side of hollow transition box is respectively with a group of outer support boss, a group of inner support boss surface abut, one side of cover plate and the other side of hollow transition box abut. The utility model has the advantages of: the whole is divided into three casting forming parts, and the reasonable structure is formed, which is convenient for on-site construction, improves construction efficiency and reduces construction cost; the matched positioning convex, the limiting recess, realize the stability of the fixed connection between the bottom plate and the hollow transition box during pouring construction; the overall weight is low, simple and beautiful, realizes the requirement of energy saving, environmental protection and heat insulation and noise reduction.
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Description

Technical Field

[0001] This utility model belongs to the field of prefabricated building application technology, specifically relating to a two-way dense ribbed cavity floor slab module. Background Technology

[0002] Currently, prefabricated construction will upgrade the precision of buildings from centimeters to millimeters, which is 3-4 times higher than the precision of traditional cast-in-place concrete construction. This results in higher building quality, longer lifespan, and more outstanding thermal insulation and environmental protection performance.

[0003] Most prefabricated wall panels are manufactured to high quality in factories and then transported to the site for installation. Simply put, it involves prefabricating roof panels, wall panels, floor base layers, surface layers, and related components in a factory, then transporting the finished products to the construction site for dry assembly. This type of decoration is very convenient for wall decoration and building construction.

[0004] Generally speaking, unidirectional or bidirectional ribbed floor slabs with a rib spacing of less than 1.5 meters are called closely ribbed floor slabs, while bidirectional closely ribbed floor slabs have better stress performance because they bear the load from both directions. A search revealed a bidirectional ribbed hollow floor slab module for concrete structures, patent number 202123382900.1 and authorization announcement number CN217840518U. This module relates to the field of prefabricated building technology. The module comprises a polygonal side ribbed beam semi-formwork frame, at least two intersecting reinforced concrete inner ribbed beams, and at least one reinforced concrete base slab, all prefabricated together. The polygonal side ribbed beam semi-formwork frame is formed by at least four side ribbed beam semi-formwork frames intersecting in pairs. The two ends of the inner ribbed beams overlap two side ribbed beam semi-formwork frames. The lower ends of the side ribbed beam semi-formwork frame and the inner ribbed beams are integrally formed with the base slab through internal reinforcement and prefabrication of concrete. This invention can save construction time, reduce the number of formwork supports, shorten the construction period, and effectively reduce costs.

[0005] Analysis revealed that the structure was complex and the construction was cumbersome, resulting in a long construction period. This is a problem that needs to be addressed.

[0006] Therefore, based on the above problems, this utility model provides a bidirectional dense ribbed cavity floor slab module. Utility Model Content

[0007] Purpose of the utility model: The purpose of this utility model is to provide a bidirectional dense ribbed cavity floor slab module to solve the problems existing in the prior art.

[0008] Technical Solution: The bidirectional ribbed hollow floor slab module of this utility model includes a base plate, a set of external support bosses, a set of internal support bosses, a hollow transition box, and a cover plate; the set of external support bosses are symmetrically arranged on both ends of the base plate, the set of internal support bosses are symmetrically arranged on one side of the base plate and located between the set of external support bosses, one side of the hollow transition box abuts against the surfaces of the set of external support bosses and the set of internal support bosses respectively, and one side of the cover plate abuts against the other side of the hollow transition box; wherein, the size of the cover plate is larger than the size of the hollow transition box.

[0009] In this technical solution, the bidirectional ribbed hollow floor slab module further includes positioning protrusions respectively disposed on the end faces of the two ends of the outer support protrusion, and limiting grooves respectively disposed in the four corners of one side of the hollow transition box and matching the positioning protrusions; wherein, the size of the positioning protrusions is smaller than the size of the limiting grooves.

[0010] In this technical solution, the matching positioning protrusions and limiting grooves are configured as circular or polygonal structures.

[0011] In this technical solution, the width of the outer support boss is greater than the width of the inner support boss.

[0012] In this technical solution, the base plate, a set of external support bosses, a set of internal support bosses, and positioning protrusions are integrally cast polypropylene fiber concrete slabs; the hollow transition box and the limiting groove are integrally cast polypropylene fiber concrete slabs; and the cover plate is integrally cast polypropylene fiber concrete slabs.

[0013] Compared with the prior art, the beneficial effects of the bidirectional ribbed hollow floor slab module of this utility model are as follows: 1. The whole is divided into three casting parts, with a reasonable structure, which facilitates on-site construction, improves construction efficiency and reduces construction costs; 2. The matching positioning protrusions and limiting grooves ensure the stability and reliability of the connection between the bottom plate and the hollow transition box during casting construction; 3. The whole is lightweight, simple and beautiful, and meets the requirements of energy saving, environmental protection and heat insulation and noise reduction. Attached Figure Description

[0014] To more clearly illustrate the technical solutions in the embodiments of this utility model or the prior art, the drawings used in the embodiments will be briefly introduced below. Obviously, the drawings described below are only some embodiments of this utility model. For those skilled in the art, other drawings can be obtained based on these drawings without creative effort.

[0015] Figure 1 This is a schematic diagram of the main structure of the bidirectional dense ribbed cavity floor slab module of this utility model;

[0016] Figure 2This is a top view of the bottom plate, a set of external support bosses, a set of internal support bosses, and positioning protrusions of the bidirectional dense ribbed cavity floor slab module of this utility model.

[0017] Figure 3 This is a top view of the hollow transition box and limiting groove of the bidirectional dense ribbed hollow floor slab module of this utility model.

[0018] Figure 4 This is a top view structural diagram of the cover plate of the bidirectional dense ribbed cavity floor slab module of this utility model;

[0019] The numbers in the diagram are as follows: 10-base plate, 11-outer support boss, 12-inner support boss, 13-hollow transition box, 14-cover plate, 111-positioning protrusion, 131-limiting groove. Detailed Implementation

[0020] The technical solutions of the present utility model will be clearly and completely described below with reference to the accompanying drawings of the embodiments of the present utility model. Obviously, the described embodiments are only some embodiments of the present utility model, and not all embodiments. All other embodiments obtained by those skilled in the art based on the embodiments of the present utility model without creative effort are within the protection scope of the present utility model.

[0021] In the description of this utility model, it should be noted that the terms "top," "bottom," "one side," "the other side," "front," "back," "middle part," "inner," "top," and "bottom," etc., indicate the orientation or positional relationship based on the orientation or positional relationship shown in the accompanying drawings. They are used only for the convenience of describing this utility model and for simplifying the description, and do not indicate or imply that the device or element referred to must have a specific orientation, or be constructed and operated in a specific orientation. Therefore, they should not be construed as limitations on this utility model. The terms "first," "second," and "third" are used for descriptive purposes only and should not be construed as indicating or implying relative importance. Furthermore, unless otherwise explicitly specified and limited, the terms "installed," "connected," and "joined" should be interpreted broadly. For example, they can refer to a fixed connection, a detachable connection, or an integral connection; they can refer to a mechanical connection or an electrical connection; they can refer to a direct connection or an indirect connection through an intermediate medium; and they can refer to the internal connection of two components. Those skilled in the art can understand the specific meaning of the above terms in this utility model based on the specific circumstances.

[0022] The present invention will be further explained below with reference to the accompanying drawings and specific embodiments.

[0023] Example

[0024] like Figure 1 , Figure 2 , Figure 3 and Figure 4 The bidirectional ribbed hollow floor slab module shown includes a base plate 10, a set of external support bosses 11, a set of internal support bosses 12, a hollow transition box 13, and a cover plate 14.

[0025] A set of external support bosses 11 are symmetrically arranged on both ends of the base plate 10.

[0026] A set of inner support bosses 12 are symmetrically arranged on one side of the base plate 10, and are located between a set of outer support bosses 11.

[0027] One side of the hollow transition box 13 abuts against the surfaces of a set of external support bosses 11 and a set of internal support bosses 12, respectively.

[0028] One side of the cover plate 14 abuts against the other side of the hollow transition box 13;

[0029] The cover plate 14 is larger than the hollow transition box 13, which seals the hollow transition box 13 and prevents concrete from entering from the top during pouring.

[0030] Working principle or structural principle: During construction, the hollow transition box 13 is first placed on a set of external support bosses 11 and a set of internal support bosses 12, and the bottom plate 10 and the hollow transition box 13 are fixed to the set of external support bosses 11 and the set of internal support bosses 12 respectively. Then the cover plate 14 is placed on the hollow transition box 13 and fixed, and finally concrete is poured.

[0031] In addition, the preferred bidirectional ribbed hollow floor slab module also includes positioning protrusions 111 respectively disposed on the end faces of the two ends of the outer support protrusions 11, and limiting grooves 131 respectively disposed in the four corners of one side of the hollow transition box 13 and matched with the positioning protrusions 111, wherein the size of the positioning protrusions 111 is smaller than the size of the limiting grooves 131.

[0032] When the base plate 10 and the hollow transition box 13 are fixed together, the relative fixation between the two is achieved, preventing the hollow transition box 13 from detaching from the base plate 10.

[0033] In addition, the matching positioning protrusions 111 and limiting grooves 131 are preferably set as circular or polygonal structures to facilitate relative insertion and fixing during construction.

[0034] In addition, preferably, the width of the outer support boss 11 is greater than the width of the inner support boss 12, thereby increasing the contact area with the hollow transition box 13 and achieving stable and reliable support and fixation for the hollow transition box 13.

[0035] In addition, preferably, the base plate 10, a set of external support bosses 11, a set of internal support bosses 12 and positioning protrusions 111 are integrally cast polypropylene fiber concrete panels; the hollow transition box 13 and the limiting groove 131 are integrally cast polypropylene fiber concrete panels; and the cover plate 14 is integrally cast polypropylene fiber concrete panels.

[0036] The above three-part structure facilitates prefabrication and transportation, while saving 30% of steel and concrete, resulting in low cost. It also boasts superior performance, exhibiting advantages such as high rigidity, minimal deformation, and excellent seismic resistance compared to general slabs, ribbed hollow slabs, lightweight infill materials, and flat slabs.

[0037] This bidirectional ribbed hollow floor module is suitable for multi-story and high-rise buildings. It is simple and fast to construct, reduces the height of BBF core molds and concrete slab components, and reduces the amount of concrete used in the floor, thus greatly reducing the floor weight, saving on ceiling space, lowering the floor height, and reducing the building's self-weight.

[0038] It should be noted that, in this document, terms such as "comprising," "including," or any other variations thereof are intended to cover non-exclusive inclusion, such that a process, method, article, or apparatus that comprises a list of elements includes not only those elements but also other elements not expressly listed, or elements inherent to such a process, method, article, or apparatus. Without further limitation, an element defined by the phrase "comprising one..." does not exclude the presence of other identical elements in the process, method, article, or apparatus that includes said element.

[0039] It will be apparent to those skilled in the art that this invention is not limited to the details of the exemplary embodiments described above, and that it can be implemented in other specific forms without departing from the spirit or essential characteristics of this invention. Therefore, the embodiments should be considered illustrative and non-limiting in all respects, and the scope of this invention is defined by the appended claims rather than the foregoing description. Thus, it is intended that all variations falling within the meaning and scope of equivalents of the claims be included within this invention. No reference numerals in the claims should be construed as limiting the scope of the claims.

Claims

1. A bidirectional ribbed hollow floor slab module, characterized in that: It includes a base plate (10), a set of external support bosses (11), a set of internal support bosses (12), a hollow transition box (13), and a cover plate (14); The set of external support bosses (11) are symmetrically arranged on the end faces of both ends of the base plate (10). The set of inner support bosses (12) are symmetrically arranged on one side of the base plate (10) and located between a set of outer support bosses (11). One side of the hollow transition box (13) abuts against the surfaces of a set of outer support bosses (11) and a set of inner support bosses (12), respectively. One side of the cover plate (14) abuts against the other side of the hollow transition box (13); The size of the cover plate (14) is larger than the size of the hollow transition box (13).

2. The bidirectional ribbed hollow floor slab module according to claim 1, characterized in that: The bidirectional ribbed hollow floor module also includes positioning protrusions (111) respectively set on the end faces of the two ends of the outer support protrusion (11), and limiting grooves (131) respectively set in the four corners of one side of the hollow transition box (13) and matched with the positioning protrusions (111). The size of the positioning protrusion (111) is smaller than the size of the limiting groove (131).

3. The bidirectional ribbed hollow floor slab module according to claim 2, characterized in that: The matching positioning protrusion (111) and limiting groove (131) are configured as circular or polygonal structures.

4. The bidirectional ribbed hollow floor slab module according to claim 1, characterized in that: The width of the outer support boss (11) is greater than the width of the inner support boss (12).

5. The bidirectional ribbed hollow floor slab module according to claim 2, characterized in that: The base plate (10), a set of external support bosses (11), a set of internal support bosses (12) and positioning protrusions (111) are integrally cast polypropylene fiber concrete panels; the hollow transition box (13) and the limiting groove (131) are integrally cast polypropylene fiber concrete panels; the cover plate (14) is integrally cast polypropylene fiber concrete panel.

Citation Information

Patent Citations

  • Bidirectional dense rib cavity floor system module for concrete structure

    CN217840518U