CN203546992U

CN203546992U - Novel floor cement component structure

Info

Publication number: CN203546992U
Application number: CN201320669337.2U
Authority: CN
Inventors: 卢爱玲
Original assignee: Individual
Current assignee: Individual
Priority date: 2013-10-28
Filing date: 2013-10-28
Publication date: 2014-04-16
Anticipated expiration: 2023-10-28

Abstract

The utility model discloses a novel floor cement component structure. Each floor slab component comprises a cement A prefabricated plate. The bottom of each main keel comprises two pieces of steel rebar which are spaced and parallel to each other. Multiple pairs of A connection steel plates are connected in the extension direction of the two pieces of steel rebar at intervals. Multiple B connection steel plates are connected in the extension direction of each auxiliary keel at the bottom of the corresponding auxiliary keel at intervals. Each house girder component comprises three cement B prefabricated plates. A rectangular groove frame with the opening in the top is defined by the three cement B prefabricated plates. Multiple angle iron connection pieces are arranged in the extension direction of the rectangular groove frame at the inner sides of two right-angle corners at the bottom of the rectangular groove frame. Each pillar component comprises four cement C prefabricated plates. A square frame body is defined by the cement C prefabricated plates. Multiple angle iron connection pieces are arranged in the extension direction of the square frame body at intervals on the inner sides of the four right-angle corners of the square frame body. As the cement A prefabricated plates, the cement B prefabricated plates and the cement C prefabricated plates can be used for replacing wood plates and wood strips. Firmness and safety of a building structure can be ensured and at the same time, a large amount of materials and manual cost can be saved, and the environment is well protected.

Description

Novel floor cement components structure

Technical field

The utility model relates to the realm of building construction, particularly a kind of novel floor cement components structure.

Background technology

In modern architecture, the construction of floor member, house beam member and column component, general all need to be below reinforcing bar keel or around, with plank pop-up or enclose, and withstand plank with batten and bracing frame, then to keel upper cement concrete, because the consumption of plank and batten is large, be not durable, not only cost is higher, and be unfavorable for environmental protection, meanwhile, the cost of labor that this form of construction work produces is also higher, and these all have much room for improvement.

Utility model content

The technical problems to be solved in the utility model, is to provide a kind of novel floor cement components structure, can not only save material and cost of labor, and be very beneficial for environmental protection.

For solving the problems of the technologies described above, the technical solution of the utility model is: a kind of novel floor cement components structure is provided, floor cement components comprises some floor members, house beam member and column component, every floor member comprises the main joist of the reinforcing bar of some spaced and parallel, and some with the rider keel of the reinforcing bar of main joist square crossing, described every floor member also comprises the A precast plate of cement, A precast plate is located at main joist and rider keel below, the bottom of every main joist, comprise two bar reinforcing bars or the wall scroll reinforcing bar of spaced and parallel, along two bar reinforcing bar direction of extension interval, be connected with some to A junction steel plate, or the band iron junction plate of arch be connected with some along wall scroll reinforcing bar direction of extension interval in the middle part of, the bottom of every rider keel, all along rider keel direction of extension interval, be connected with some B junction steel plates, with screw, pass every A junction steel plate from top to bottom, rubber cushion, A precast plate, rubber cushion, cement backing plate, or pass every band iron junction plate with screw, rubber cushion, A precast plate, rubber cushion, cement backing plate, main joist is connected with A precast plate, the surface of A precast plate, between every two main joists, be equipped with raised line or for flat, with screw, pass every B junction steel plate and raised line from top to bottom, or directly pass every B junction steel plate and A precast plate with screw, rider keel is connected with A precast plate,

Described every house beam member comprises the B precast plate of three blocks of cement, they enclose the rectangular channel frame of upper opening, the inner side, two right-angled corner places of rectangular channel frame bottom, all along rectangular channel frame direction of extension, be interval with some angle iron connecting pieces, two B precast plate inside upper part of rectangular channel frame both sides, all along rectangular channel frame direction of extension, be interval with some C junction steel plates, each angle iron connecting piece is corresponding with each C junction steel plate respectively, the both sides of each angle iron connecting piece, respectively and wherein between a B precast plate of the B precast plate of rectangular channel frame bottom and rectangular channel frame both sides, with screw, connect, each C junction steel plate, respectively and wherein between a B precast plate of rectangular channel frame both sides, with screw, connect, between every four adjacent angle iron connecting pieces and C junction steel plate of the every side of rectangular channel frame, all be folded with the stirrup of rectangle,

Described every root post member comprises the C precast plate of four blocks of cement, they enclose square framework, the inner side, four right-angled corner places of square framework, all along square framework direction of extension, be interval with some angle bar connectors, the both sides of each angle bar connector, be flat side on one side, be provided with semi-circular groove on one side, all flat side are respectively between the C precast plate relative with two, with screw, connect, all one side that is provided with semi-circular groove is respectively and between other two relative C precast plates, with screw, connect, all semi-circular groove lay respectively on four straight lines, in a row semi-circular groove on every straight line, all insert an intrinsic elongated reinforcing bar, between two reinforcing bars of square framework the same side, every two relative angle bar connectors are upper and lower, all be folded with reinforcing bar stull.

Novel floor cement components structure as above, the inner core of A precast plate, B precast plate and C precast plate, is all equipped with the reinforcing mat being interwoven in length and breadth by reinforcing bar.

Above-mentioned novel floor cement components structure, owing to replacing plank and batten with A precast plate, B precast plate and C precast plate, when ensureing the firm safety of building structure, can save material and cost of labor in a large number, is very beneficial for environmental protection.

Accompanying drawing explanation

Below in conjunction with the drawings and specific embodiments, the utility model is described in further detail.

Fig. 1 is the overall structure stereogram of described utility model;

Fig. 2 is the partial perspective view of floor member;

Fig. 3 is the partial perspective view of another kind of floor member

Fig. 4 is the state diagram of cutting open of A precast plate;

Fig. 5 is the longitudinal section that in Fig. 2, main joist is connected with A precast plate;

Fig. 6 is the longitudinal section that in Fig. 3, main joist is connected with A precast plate;

Fig. 7 is the longitudinal section that in Fig. 2, rider keel is connected with A precast plate;

Fig. 8 is the longitudinal section of house beam member;

Fig. 9 is that the A-A of Fig. 8 is to sectional view;

Figure 10 is the cross-sectional view of column component;

Figure 11 is that the B-B of Figure 10 is to sectional view;

Figure 12 is the state diagram of cutting open of B precast plate and C precast plate.

The specific embodiment

Referring to Fig. 1, Fig. 2, Fig. 5, Fig. 7, a kind of novel floor cement components structure is provided, floor cement components comprises a floor member 1, two house beam members 2 and four root post members 3, floor member 1 comprises the main joist 4 of the reinforcing bar of 15 spaced and parallel, and 4 with the rider keel 5 of the reinforcing bar of main joist 4 square crossings, described floor member 1 also comprises the A precast plate 6 of cement, A precast plate 6 is located at main joist 4 and rider keel 5 belows, the bottom of every main joist 4, comprise two bar reinforcing bars of spaced and parallel, along two bar reinforcing bar direction of extension interval, be connected with 12 pairs of A junction steel plates 7, the bottom of every rider keel 5, all along rider keel 5 direction of extension intervals, be connected with 10 B junction steel plates 8, the concrete quantity of A junction steel plate 7 and B junction steel plate 8, can set flexibly according to the length of main joist 4 and rider keel 5.With screw, pass every A junction steel plate 7, rubber cushion 9, A precast plate 6, rubber cushion 9, cement backing plate 10 from top to bottom, main joist 4 is connected with A precast plate 6, between the surface of A precast plate 6, every two main joists 4, be equipped with raised line 11, with screw, pass every B junction steel plate 8 and raised line 11 from top to bottom, rider keel 5 is connected with A precast plate 6.With screw, respectively main joist 4, rider keel 5 are coupled together with A precast plate 6 like this, connect very fastening, in construction not need to below add plank and the batten of pop-up, directly with bracing frame, be supported on below, can, at keel upper cement concrete, complete the construction of floor cement components.

Referring to Fig. 3, Fig. 6, in actual use, the bottom of above-mentioned every main joist 4, also can be made as wall scroll reinforcing bar, along wall scroll reinforcing bar direction of extension interval, be connected with the band iron junction plate 12 of 13 middle part arches, with screw, pass every band iron junction plate 12, rubber cushion 9, A precast plate 6, rubber cushion 9, cement backing plate 10 from top to bottom, main joist 4 is connected with A precast plate 6.Between the surface of above-mentioned A precast plate 6, every two main joists 4, also can not establish raised line 11, be flat, directly connects every B junction steel plate 8 and A precast plate 6 from top to bottom with screw, and rider keel 5 is connected with A precast plate 6.

Referring to Fig. 1, Fig. 8, Fig. 9, described every house beam member 2 comprises the B precast plate 13 of three blocks of cement, they enclose the rectangular channel frame of upper opening, the inner side, two right-angled corner places of rectangular channel frame bottom, all along rectangular channel frame direction of extension, be interval with some angle iron connecting pieces 14, the concrete quantity of angle iron connecting piece 14, can set flexibly according to the length of house beam member 2.Two B precast plate 13 inside upper part of rectangular channel frame both sides, all along rectangular channel frame direction of extension, be interval with some C junction steel plates 15, each angle iron connecting piece 14 is corresponding with each C junction steel plate 15 respectively, the both sides of each angle iron connecting piece 14, respectively and wherein between a B precast plate 13 of the B precast plate 13 of rectangular channel frame bottom and rectangular channel frame both sides, with screw, connect, each C junction steel plate 15, respectively and wherein between a B precast plate 13 of rectangular channel frame both sides, with screw, connect, between every four adjacent angle iron connecting pieces 14 and C junction steel plate 15 of the every side of rectangular channel frame, all be folded with the stirrup 16 of rectangle.With screw, the B precast plate 13 of three blocks of cement is coupled together like this, and the connection of strengthening between them by multiple stirrups 16, connect very fastening, in construction not need to below add plank and the batten of pop-up, directly with bracing frame, be supported on below, can, to casting cement concrete in above-mentioned rectangular channel frame, complete the construction of house beam cement components.

Referring to Fig. 1, Figure 10, Figure 11, described every root post member 3 comprises the C precast plate 17 of four blocks of cement, they enclose square framework, the inner side, four right-angled corner places of square framework, all along square framework direction of extension, be interval with some angle bar connectors 18, the quantity of angle bar connector 18, can set according to the high flexible of column component 3.The both sides of each angle bar connector 18, be flat side on one side, be provided with semi-circular groove 19 on one side, all flat side are respectively between the C precast plate 17 relative with two, with screw, connect, all one side that is provided with semi-circular groove is respectively and between other two relative C precast plates 17, with screw, connect, all semi-circular groove 19 lay respectively on four straight lines, in a row semi-circular groove 19 on every straight line, all insert an intrinsic elongated reinforcing bar 20, between two reinforcing bars 20 of square framework the same side, every two relative angle bar connectors 18 are upper and lower, all be folded with reinforcing bar stull 21.With screw, the C precast plate 17 of four blocks of cement is coupled together like this, and the connection of strengthening between them by multiple reinforcing bar stulls 21, connect very fastening, in construction, need to not add the plank that encloses and the batten of diagonal brace in surrounding, can, to above-mentioned square box internal casting cement concrete, complete the construction of column cement components.

Referring to Fig. 4, Figure 12, in actual use, the inner core of A precast plate 6, B precast plate 13 and C precast plate 17, can all be equipped with the reinforcing mat 22 being interwoven in length and breadth by reinforcing bar, also can not spread, and lay after reinforcing mat 22, the intensity of each precast plate is higher, during construction, even can set up bracing frame, more save material and cost of labor.

Above-described embodiment is preferred embodiment of the present utility model, and all and the similar structure of the utility model and the equivalence of doing change, and all should belong to protection category of the present utility model.

Claims

1. a novel floor cement components structure, floor cement components comprises some floor members, house beam member and column component, every floor member comprises the main joist of the reinforcing bar of some spaced and parallel, and some with the rider keel of the reinforcing bar of main joist square crossing, it is characterized in that: described every floor member also comprises the A precast plate of cement, A precast plate is located at main joist and rider keel below, the bottom of every main joist, comprise two bar reinforcing bars or the wall scroll reinforcing bar of spaced and parallel, along two bar reinforcing bar direction of extension interval, be connected with some to A junction steel plate, or the band iron junction plate of arch be connected with some along wall scroll reinforcing bar direction of extension interval in the middle part of, the bottom of every rider keel, all along rider keel direction of extension interval, be connected with some B junction steel plates, with screw, pass every A junction steel plate from top to bottom, rubber cushion, A precast plate, rubber cushion, cement backing plate, or pass every band iron junction plate with screw, rubber cushion, A precast plate, rubber cushion, cement backing plate, main joist is connected with A precast plate, the surface of A precast plate, between every two main joists, be equipped with raised line or for flat, with screw, pass every B junction steel plate and raised line from top to bottom, or directly pass every B junction steel plate and A precast plate with screw, rider keel is connected with A precast plate,

2. novel floor cement components structure according to claim 1, is characterized in that: the inner core of A precast plate, B precast plate and C precast plate, is all equipped with the reinforcing mat being interwoven in length and breadth by reinforcing bar.