CN211228934U

CN211228934U - Reinforced concrete structure using inorganic cementing material

Info

Publication number: CN211228934U
Application number: CN201921454594.8U
Authority: CN
Inventors: 袁芬; 曹浩鹏; 郑龙; 康凯
Original assignee: Ningxia Runyuze Energy Conservation And Environmental Protection Co ltd
Current assignee: Ningxia Xinfengyi Energy Saving Technology Co ltd
Priority date: 2019-09-03
Filing date: 2019-09-03
Publication date: 2020-08-11
Anticipated expiration: 2029-09-03

Abstract

The utility model discloses an utilize inorganic cementitious material's reinforced concrete structure, including the concrete slabs, the outward appearance of concrete slabs is the cuboid that length and width equals, the lateral wall of concrete slabs is provided with first fixture block, the top center department of concrete slabs is provided with the second fixture block, the outer wall of first fixture block and second fixture block has evenly seted up a plurality of first mating holes and a plurality of second mating holes respectively, the lateral wall of concrete slabs and first fixture block relative has seted up first draw-in groove, the bottom of concrete slabs has seted up the second draw-in groove; the utility model discloses a set up first draw-in groove, second draw-in groove, first fixture block and a plurality of mating holes etc. make the mutual fixed connection that can carry out level and vertical direction between a plurality of concrete slabs, the condition emergence of appearance not hard up or peeling off between the back plate body of avoiding using for a long time, excellent in use effect has eliminated the potential safety hazard.

Description

Reinforced concrete structure using inorganic cementing material

Technical Field

The utility model relates to a concrete structure specifically is an utilize inorganic cementitious material's reinforced concrete structure.

Background

Reinforced concrete slabs, slabs made of reinforced concrete materials, are basic structures or members in house buildings and various engineering structures, are commonly used as roofs, floor systems, platforms, walls, retaining walls, foundations, terraces, pavements, pools and the like, and have a very wide application range. The reinforced concrete slab is divided into a square slab, a circular slab and a special-shaped slab according to the plane shape. It is divided into a unidirectional plate and a bidirectional plate according to the stress action mode of the structure. The most common are uni-directional plates, four-sided supported bi-directional plates, and flat, beamless plates supported by columns. The thickness of the plate should meet the requirements of strength and rigidity.

However, the existing reinforced concrete precast slabs are lack of fixed structures, cement needs to be poured on the surface for fixation after the precast slabs are laid, otherwise, the slabs are loosened and even peeled off after the precast slabs are used for a long time, the using effect is poor, and the precast slabs have great potential safety hazards.

Disclosure of Invention

An object of the utility model is to provide an utilize inorganic cementitious material's reinforced concrete structure to solve the problem that proposes among the above-mentioned background art.

In order to achieve the above object, the utility model provides a following technical scheme:

a reinforced concrete structure using inorganic cementing material comprises a concrete plate, the appearance of the concrete plate is a cuboid with equal length and width, the side wall of the concrete slab is provided with a first clamping block, the center of the top of the concrete slab is provided with a second clamping block, the outer walls of the first fixture block and the second fixture block are respectively and uniformly provided with a plurality of first matching holes and a plurality of second matching holes, the side wall of the concrete slab opposite to the first clamping block is provided with a first clamping groove, the bottom of the concrete slab is provided with a second clamping groove, a plurality of third matching holes and a plurality of fourth matching holes are uniformly arranged on the outer wall of the concrete slab at the first clamping groove and the second clamping groove, a plurality of reinforcing ribs are horizontally arranged inside the concrete slab, a plurality of reinforcing pipes are vertically arranged inside the concrete slab, a plurality of cooperation grooves are evenly seted up with the top of second fixture block to the concrete slabs, and is a plurality of the bottom in cooperation groove and the top through connection of a plurality of reinforced pipes.

As a further aspect of the present invention: the sizes of the first clamping block and the first clamping groove are matched with each other, the positions of the first matching hole and the third matching hole are in one-to-one correspondence, the length edge size of the second clamping block is one half of the length edge size of the second clamping groove, and the positions of the second matching hole and the fourth matching hole are in one-to-one correspondence.

As a further aspect of the present invention: the reinforcing ribs are perpendicular to the reinforcing pipes, and the reinforcing ribs and the reinforcing pipes are fixedly connected.

As a further aspect of the present invention: it is a plurality of the strengthening rib is close to the first gim peg of one end fixedly connected with of first draw-in groove, first fixed slot has been seted up to the one end of first gim peg, and is a plurality of the first fixed pin of the other end fixedly connected with of strengthening rib, first fixture block is run through to the one end of first fixed pin, and the diameter of first fixed pin and the aperture phase-match of first fixed slot.

As a further aspect of the present invention: it is a plurality of the inside sliding connection of enhancement pipe has the second fixed pin, the one end fixedly connected with second gim peg outside the second fixed pin is located the enhancement pipe, the diameter of second gim peg and the aperture phase-match in cooperation groove, the second fixed slot has been seted up on the top of second gim peg, the diameter of second fixed pin and the aperture phase-match in second fixed slot.

As a further aspect of the present invention: the first clamping block, the second clamping block and the concrete plate are of an inorganic gel concrete integrated pouring structure.

Compared with the prior art, the beneficial effects of the utility model are that:

the utility model discloses a set up first draw-in groove, second draw-in groove, first fixture block and a plurality of mating holes etc. make the mutual fixed connection that can carry out level and vertical direction between a plurality of concrete slabs, the condition emergence of appearance not hard up or peeling off between the back plate body of avoiding using for a long time, excellent in use effect has eliminated the potential safety hazard.

The utility model discloses a set up strengthening rib, reinforcing pipe, a plurality of fixed slots, fixed pin, gim peg etc. guaranteed the intensity of concrete slabs and stability and rigidity behind the concrete slabs interconnect, greatly increased the life of concrete slabs, and simple structure, simple to operate.

Drawings

Fig. 1 is a schematic view showing the structure of a reinforced concrete structure using an inorganic cementitious material.

Fig. 2 is a cross-sectional view of a reinforced concrete structure using an inorganic cementitious material.

Fig. 3 is an enlarged view of a portion a in fig. 2.

Wherein, 1, concrete slabs; 11. a mating groove; 2. a first clamping block; 21. a first mating hole; 3. a second fixture block; 31. a second mating hole; 4. a first card slot; 41. a third mating hole; 5. a second card slot; 51. a fourth mating hole; 61. reinforcing ribs; 62. a reinforcement tube; 7. a first securing latch; 71. a first fixing groove; 72. a first fixing pin; 8. a second securing latch; 81. a second fixing groove; 82. a second fixing pin.

Detailed Description

The technical solutions in the embodiments of the present invention will be described clearly and completely with reference to the accompanying drawings in the embodiments of the present invention, and it is obvious that the described embodiments are only some embodiments of the present invention, not all embodiments. Based on the embodiments in the present invention, all other embodiments obtained by a person skilled in the art without creative work belong to the protection scope of the present invention.

Referring to fig. 1 to 3, in an embodiment of the present invention, a reinforced concrete structure using inorganic cementing material includes a concrete slab 1, the concrete slab 1 is a rectangular parallelepiped with equal length and width, a first clamping block 2 is disposed on a side wall of the concrete slab 1, a second clamping block 3 is disposed at a center of a top portion of the concrete slab 1, a plurality of first mating holes 21 and a plurality of second mating holes 31 are uniformly formed on outer walls of the first clamping block 2 and the second clamping block 3, a first clamping groove 4 is formed on a side wall of the concrete slab 1 opposite to the first clamping block 2, a second clamping groove 5 is formed at a bottom portion of the concrete slab 1, a plurality of third mating holes 41 and a plurality of fourth mating holes 51 are uniformly formed on outer walls of the concrete slab 1 at positions of the first clamping groove 4 and the second clamping groove 5, a plurality of reinforcing ribs 61 are horizontally disposed inside the concrete slab 1, a plurality of reinforcing pipes 62 are vertically disposed inside the concrete slab 1, a plurality of mating grooves 11 are uniformly formed on top ends of the concrete slab 1 and the second clamping block 3, the bottom ends of the fitting grooves 11 are connected to the top ends of the reinforcing pipes 62.

The sizes of the first clamping block 2 and the first clamping groove 4 are matched with each other, the positions of the first matching hole 21 and the third matching hole 41 are in one-to-one correspondence, the length edge size of the second clamping block 3 is one half of the length edge size of the second clamping groove 5, and the positions of the second matching hole 31 and the fourth matching hole 51 are in one-to-one correspondence, so that the plurality of concrete slabs 1 can be fixedly connected with each other.

A plurality of strengthening ribs 61 and a plurality of reinforced pipe 62 mutually perpendicular, and strengthening rib 61 and reinforced pipe 62 equal fixed connection have strengthened concrete slabs 1's intensity greatly.

The first gim peg 7 of one end fixedly connected with that a plurality of strengthening ribs 61 are close to first draw-in groove 4, first fixed slot 71 has been seted up to the one end of first gim peg 7, the first fixed pin 72 of the other end fixedly connected with of a plurality of strengthening ribs 61, first fixture block 2 is run through to the one end of first fixed pin 72, and the diameter of first fixed pin 72 and the aperture phase-match of first fixed slot 71 have guaranteed that can carry out the fixed connection of horizontal direction between a plurality of concrete slabs 1.

The inside sliding connection of a plurality of reinforced pipes 62 has second fixed pin 82, and second fixed pin 82 is located the outer one end fixedly connected with second gim peg 8 of reinforced pipe 62, and the diameter of second gim peg 8 and the aperture phase-match of cooperation groove 11, second fixed slot 81 has been seted up on the top of second gim peg 8, and the diameter of second fixed pin 82 and the aperture phase-match of second fixed slot 81 have guaranteed to carry out the fixed connection of vertical direction between a plurality of concrete slabs 1.

First fixture block 2, second fixture block 3 and concrete slabs 1 are inorganic gel concrete integrated into one piece structure of pouring, have guaranteed the intensity of structure, have reduced manufacturing cost simultaneously.

The utility model discloses a theory of operation is:

when two concrete slabs 1 need to be fixedly spliced in the horizontal direction, the first clamping block 2 of one concrete slab 1 is aligned with the first clamping groove 4 of the other concrete slab 1 and then inserted, and at the moment, one ends of the first fixing pins 72, which are positioned outside the first clamping block 2, are respectively inserted into the corresponding first fixing grooves 71; the first mating holes 21 are respectively overlapped with the third mating holes 41, then the fixing tools such as bolts are inserted into the first mating holes 21 and the third mating holes 41 to fix the two concrete slabs 1 in the horizontal direction, when the two concrete slabs 1 need to be fixed in the vertical direction, the second fixing bolts 8 of the first concrete slabs 1 are firstly knocked into the mating grooves 11, the edge (close to the first clamping groove 4) of the second clamping groove 5 of the second concrete slabs 1 is aligned with the edge (close to the first clamping groove 4) of the second clamping block 3 of the first concrete slabs 1, then the second concrete slabs 1 are moved towards the first clamping groove 4, after the second mating holes 31 are overlapped with the fourth mating holes 51, the two concrete slabs 1 are fixed with each other by the fixing tools such as bolts, the second fixing bolts 8 of the second concrete slabs 1 are knocked into the mating grooves 11 by the fixing tools such as hammers, at this time, the second fixing bolts 82 of the second concrete slabs 1 are respectively inserted into the second fixing holes 1 And the rigidity of the two inner concrete slabs 1 after connection is ensured in the second fixing groove 81 at the top end of the bolt 8.

Claims

1. A reinforced concrete structure using an inorganic cementitious material, comprising a concrete slab (1), characterized in that: the appearance of the concrete slab (1) is a cuboid with equal length and width, a first clamping block (2) is arranged on the side wall of the concrete slab (1), a second clamping block (3) is arranged at the center of the top of the concrete slab (1), a plurality of first matching holes (21) and a plurality of second matching holes (31) are respectively and uniformly formed in the outer walls of the first clamping block (2) and the second clamping block (3), a first clamping groove (4) is formed in the side wall of the concrete slab (1) opposite to the first clamping block (2), a second clamping groove (5) is formed in the bottom of the concrete slab (1), a plurality of third matching holes (41) and a plurality of fourth matching holes (51) are uniformly formed in the positions, located on the first clamping groove (4) and the second clamping groove (5), of the outer wall of the concrete slab (1), a plurality of reinforcing ribs (61) are horizontally arranged in the concrete slab (1), a plurality of reinforcing tubes (62) are vertically arranged in the concrete slab (1), a plurality of cooperation grooves (11) have evenly been seted up on the top of concrete slabs (1) and second fixture block (3), and is a plurality of the bottom in cooperation groove (11) and the top through connection of a plurality of reinforced pipe (62).

2. The reinforced concrete structure using inorganic cementitious material as claimed in claim 1, wherein: the sizes of the first clamping block (2) and the first clamping groove (4) are matched with each other, the positions of the first matching hole (21) and the third matching hole (41) are in one-to-one correspondence, the length side size of the second clamping block (3) is one-half of the length side size of the second clamping groove (5), and the positions of the second matching hole (31) and the fourth matching hole (51) are in one-to-one correspondence.

3. The reinforced concrete structure using inorganic cementitious material as claimed in claim 1, wherein: the reinforcing ribs (61) are perpendicular to the reinforcing pipes (62), and the reinforcing ribs (61) are fixedly connected with the reinforcing pipes (62).

4. The reinforced concrete structure using inorganic cementitious material as claimed in claim 1, wherein: a plurality of first gim peg (7) of one end fixedly connected with that strengthening rib (61) are close to first draw-in groove (4), first fixed slot (71) have been seted up to the one end of first gim peg (7), and are a plurality of the first fixed pin (72) of the other end fixedly connected with of strengthening rib (61), first fixture block (2) is run through to the one end of first fixed pin (72), and the diameter of first fixed pin (72) and the aperture phase-match of first fixed slot (71).

5. The reinforced concrete structure using inorganic cementitious material as claimed in claim 1, wherein: a plurality of the inside sliding connection of enhancement pipe (62) has second fixed pin (82), second fixed pin (82) are located the outer one end fixedly connected with second gim peg (8) of enhancement pipe (62), the diameter of second gim peg (8) and the aperture phase-match of cooperation groove (11), second fixed slot (81) have been seted up on the top of second gim peg (8), the diameter of second fixed pin (82) and the aperture phase-match of second fixed slot (81).

6. The reinforced concrete structure using inorganic cementitious material as claimed in claim 1, wherein: the first clamping block (2), the second clamping block (3) and the concrete slab (1) are of an inorganic gel concrete integrated pouring structure.