CN217897142U

CN217897142U - Anti terrace structure that ftractures of overlength concrete

Info

Publication number: CN217897142U
Application number: CN202221735250.6U
Authority: CN
Inventors: 王强
Original assignee: Hubei Xiupo Construction Engineering Co ltd
Current assignee: Hubei Xiupo Construction Engineering Co ltd
Priority date: 2022-07-07
Filing date: 2022-07-07
Publication date: 2022-11-25
Anticipated expiration: 2032-07-07

Abstract

The utility model discloses an anti terrace structure that ftractures of overlength concrete, including the ground layer, the ground layer top is equipped with the wall post, the top of ground layer is equipped with the waterproofing membrane layer, the top on waterproofing membrane layer is equipped with concrete basic unit and elastic block, concrete basic unit with the elastic block extrusion is in the same place, the inside of elastic block is equipped with elastic mechanism, elastic mechanism is including being located the inside fixed plate one and fixed plate two of elastic block, fixed plate one with be equipped with the elastic buffer subassembly between the fixed plate two, concrete basic unit's top is equipped with the terrace layer, concrete basic unit with terrace layer inside between them is equipped with first wire net and second wire net respectively. Has the advantages that: through the design of elastic mechanism to can the concrete when carrying out flexible activity, transmit concrete for the wall post power partly energy conversion elastic potential energy, play certain cushioning effect, make the difficult fracture that produces of concrete foundation.

Description

Anti terrace structure that ftractures of overlength concrete

Technical Field

The utility model relates to a terrace technical field particularly, relates to an anti terrace structure that ftractures of overlength concrete.

Background

The concrete wear-resistant terrace is commonly called as a carborundum terrace. The mineral alloy aggregate (carborundum) ground hardener consists of mineral alloy aggregate with certain particle grading, special cement, other admixtures and additives, and can be used after opening a bag. The concrete is uniformly spread on the concrete surface at the initial setting stage, and the concrete surface and the concrete floor form a whole through the working procedures of laser leveling, surface layer construction and the like, and the high-performance wear-resistant floor has high compactness and coloring. The terrace has good wear resistance and impact resistance, greatly improves the density of concrete, reduces dust, increases the oil resistance of the ground, and forms a high-density, easy-to-clean and anti-seepage ground.

Present chinese patent CN201921199509.8 discloses a corundum wear-resistant hardening terrace, including concrete-based layer and ground layer, concrete-based layer has been laid at the top of ground layer, and concrete-based layer's inside intermediate position department is provided with the second wire net, and concrete-based layer's top has been laid and has been provided with corundum terrace layer, and the inside intermediate position department on corundum terrace layer is provided with first wire net. Although this patent all is provided with the wire net through the inside at diamond dust terrace layer and concrete-based layer, can be so that diamond dust terrace layer and concrete-based layer's intensity itself is higher, prevents diamond dust terrace layer and concrete-based layer breaking phenomenon, however, this kind of structural style of anti fracture is fairly simple, and anti cracked effect is limited.

An effective solution to the problems in the related art has not been proposed yet.

SUMMERY OF THE UTILITY MODEL

To the problem in the correlation technique, the utility model provides an anti terrace structure that ftractures of overlength concrete to overcome the above-mentioned technical problem that current correlation technique exists.

Therefore, the utility model discloses a specific technical scheme as follows:

the utility model provides an anti terrace structure that ftractures of overlength concrete, includes the ground layer, the ground layer top is equipped with the wall post, the top of ground layer is equipped with the waterproofing membrane layer, the top on waterproofing membrane layer is equipped with concrete basic unit and elastic block, concrete basic unit with the elastic block extrusion is in the same place, the inside of elastic block is equipped with elastic mechanism, elastic mechanism is including being located fixed plate one and fixed plate two inside the elastic block, fixed plate one with be equipped with the elastic buffer subassembly between the fixed plate two, concrete basic unit's top is equipped with the terrace layer, concrete basic unit with terrace layer inside between them is equipped with first wire net and second wire net respectively, first wire net with connect through the connecting pipe between the second wire net.

Preferably, the elastic buffer component comprises a support frame positioned on the first fixing plate, two support blocks are symmetrically arranged on two sides of the support frame, two symmetrically-arranged movable blocks are movably connected inside the support frame, a first connecting rod is movably connected to the support blocks, and a second connecting rod are symmetrically connected to the movable blocks.

Preferably, a first squeezing seat is movably connected between the first connecting rod on the supporting block and the first connecting rod on the movable block, and a second squeezing seat is arranged between the two second connecting rods.

Preferably, the middle of the outer surface of the fixed plate is symmetrically provided with two spring grooves, the outer surface of the fixed plate and the outer sides of the spring grooves are symmetrically provided with two connecting plates, the connecting plates are connected with slide rails, the first extrusion seats are connected in the slide rails, springs and moving blocks are arranged in the spring grooves, and the springs and the moving blocks are extruded together.

Preferably, the moving block is movably connected with a moving rod, a moving hole is formed in the middle of the moving rod, a limiting rod is arranged inside the moving hole, the other end of the limiting rod is movably connected with the outer surface of the second fixing plate, the other ends of the two moving rods are connected with the extrusion plate, and the extrusion plate is extruded with the second extrusion seat.

Preferably, the first fixing plate and the second fixing plate are respectively located in the direction, close to the concrete base layer and the wall column, of the inner portion of the elastic block, telescopic rods are arranged on two sides of the second fixing plate, and the other ends of the telescopic rods are connected and fixed with the fixing plates.

Preferably, the connecting ends of the connecting pipe, the first steel wire mesh and the second steel wire mesh are provided with water stop strips.

Preferably, a sliding groove is formed in the supporting frame, and a sliding block matched with the sliding groove is arranged on the outer surface of the movable block.

The utility model has the advantages that:

through the design of the elastic mechanism, when the concrete stretches, a part of energy of force transmitted to the wall column by the concrete is converted into elastic potential energy, so that a certain buffering effect is achieved, and the concrete base layer is not easy to crack;

through the design of the sliding rail, a small-range moving space can be provided for the first extrusion seat, and the first extrusion seat can stably push the two first connecting rods to move;

through the design of the movable hole and the limiting rod, the moving stability of the movable rod is improved, and the moving track and the moving range of the movable rod are limited;

through the design of slider and spout to improve the stability and the security that the movable block removed, make the migration distance of two movable blocks then equal, the migration distance that promotes the second connecting rod also equals with the scope, then can promote the second and extrude the stable removal of seat.

Drawings

In order to more clearly illustrate the embodiments of the present invention or the technical solutions in the prior art, the drawings required to be used in the embodiments will be briefly described below, it is obvious that the drawings in the following description are only some embodiments of the present invention, and it is obvious for those skilled in the art that other drawings can be obtained according to the drawings without creative efforts.

Fig. 1 is a general structural schematic diagram of an overlength concrete crack-resistant terrace structure according to an embodiment of the present invention;

fig. 2 is according to the utility model discloses anti terrace structure's of cracking of overlength concrete elastic mechanism structure sketch map.

In the figure:

1. a ground layer; 2. an elastic block; 3. a concrete base layer; 4. a waterproof roll layer; 5. a terrace layer; 6. a first steel wire mesh; 7. a second steel wire mesh; 8. a connecting pipe; 9. a water stop bar; 10. a first fixing plate; 11. a second fixing plate; 12. a support frame; 13. a support block; 14. a chute; 15. a movable block; 16. a slider; 17. a first connecting rod; 18. a first extrusion seat; 19. a second connecting rod; 20. a second extrusion seat; 21. a connecting plate; 22. a slide rail; 23. a spring slot; 24. a spring; 25. a moving block; 26. a movable rod; 27. a movable hole; 28. a limiting rod; 29. a pressing plate; 30. a wall stud.

Detailed Description

To further illustrate the various embodiments, the present invention provides the accompanying drawings, which are part of the disclosure and which are primarily intended to illustrate embodiments and, together with the description, serve to explain the principles of operation of the embodiments, and, by reference to these drawings, those of ordinary skill in the art will understand the principles of the invention and its advantages, with reference to the drawings and figures, in which elements are not drawn to scale and like elements are generally designated by like reference numerals.

According to the utility model discloses an embodiment provides an anti terrace structure that ftractures of overlength concrete.

First embodiment, as shown in fig. 1-2, according to the utility model discloses an anti terrace structure that ftractures of overlength concrete, including

ground floor

1, 1 top on ground floor is equipped with wall post 30, the top on ground floor 1 is equipped with waterproof roll material layer 4, the top on waterproof roll material layer 4 is equipped with concrete basic unit 3 and elastic block 2, concrete basic unit 3 with the extrusion of elastic block 2 is in the same place, the inside of elastic block 2 is equipped with elastic mechanism, elastic mechanism is including being located 2 inside fixed plate 10 and fixed plate two 11 of elastic block, fixed plate 10 with be equipped with the elasticity buffering subassembly between fixed plate two 11, concrete basic unit's 3 top is equipped with terrace layer 5, concrete basic unit 3 with terrace layer 5 inside between them is equipped with first wire net 6 and second wire net 7 respectively, first wire net 6 with connect through connecting pipe 8 between the second wire net 7.

Embodiment two, as shown in fig. 1-2, an ultra-long concrete anti-cracking floor structure according to an embodiment of the present invention includes a ground layer 1, a wall stud 30 is disposed on a top of the ground layer 1, a waterproof roll layer 4 is disposed on a top of the ground layer 1, a concrete base layer 3 and an elastic block 2 are disposed on a top of the waterproof roll layer 4, the concrete base layer 3 and the elastic block 2 are extruded together, an elastic mechanism is disposed inside the elastic block 2, the elastic mechanism includes a first fixed plate 10 and a second fixed plate 11 disposed inside the elastic block 2, an elastic buffer assembly is disposed between the first fixed plate 10 and the second fixed plate 11, the top of the concrete base layer 3 is provided with a floor layer 5, a first steel wire mesh 6 and a second steel wire mesh 7 are disposed inside the concrete base layer 3 and the floor layer 5, the first steel wire mesh 6 and the second steel wire mesh 7 are connected by a connecting pipe 8, the elastic buffer assembly includes a connecting rod 12 disposed on the first fixed plate 10, two supporting rods 13 are symmetrically disposed on two sides of the supporting block 12, two movable blocks 17 are connected by a connecting rod 17, a connecting rod 17 symmetrically disposed on an outer surface of the supporting rod 17, and a connecting rod 17 symmetrically disposed on the supporting rod 17, and a connecting rod 17 symmetrically connected to the connecting rod 17, the middle of the supporting rod 17, the two movable block 17 is connected to the connecting rod 17, the connecting plate 21 is connected with a sliding rail 22, the first extrusion seat 18 is connected in the sliding rail 22, a spring 24 and a moving block 25 are arranged in the spring groove 23, the spring 24 and the moving block 25 are extruded together, a moving rod 26 is movably connected to the moving block 25, a moving hole 27 is formed in the middle of the moving rod 26, a limiting rod 28 is arranged in the moving hole 27, the other end of the limiting rod 28 is movably connected with the outer surface of the second fixed plate 11, the other ends of the two moving rods 26 are connected with an extrusion plate 29, and the extrusion plate 29 is extruded together with the second extrusion seat 20. It can be seen from the above design that, through the design of the elastic mechanism, when the concrete stretches, a part of energy of the force transmitted to the wall column 30 by the concrete is converted into elastic potential energy, so as to play a certain buffering role, and make the concrete base layer 3 not easy to crack.

Embodiment three, as shown in fig. 1-2, an ultra-long concrete anti-cracking terrace structure according to an embodiment of the present invention includes a ground layer 1, a wall column 30 is disposed on the top of the ground layer 1, a waterproof roll layer 4 is disposed on the top of the ground layer 1, a concrete base layer 3 and an elastic block 2 are disposed on the top of the waterproof roll layer 4, the concrete base layer 3 and the elastic block 2 are extruded together, an elastic mechanism is disposed inside the elastic block 2, the elastic mechanism includes a first fixing plate 10 and a second fixing plate 11 disposed inside the elastic block 2, an elastic buffer assembly is disposed between the first fixing plate 10 and the second fixing plate 11, a terrace layer 5 is disposed on the top of the concrete base layer 3, concrete-based layer 3 with terrace layer 5 inside between them is equipped with first wire net 6 and second wire net 7 respectively, first wire net 6 with connect through connecting pipe 8 between the second wire net 7, fixed plate one 10 with two 11 of fixed plate are located respectively the inside of elastic block 2 is close to concrete-based layer 3 with wall post 30's direction, the both sides of fixed plate two 11 all are equipped with the telescopic link, the other end of telescopic link with fixed plate one 10 is connected fixedly, connecting pipe 8 with first wire net 6 and the link of second wire net 7 two all is equipped with sealing rod 9, spout 14 has been seted up to support frame 12 is inside, the surface of movable block 15 be equipped with spout 14 matched with slider 16. From the above design, it can be seen that the stability of the movement of the first fixing plate 10 is improved by the design of the telescopic rod.

In practical application, when concrete is subjected to telescopic movement, pressure can reach the wall column 30 and extrude the wall column 30, when the concrete base layer 3 can extrude the elastic block 2, and then a part of energy can be converted into elastic potential energy, and a certain buffering effect is achieved, so that the concrete base layer 3 is not prone to cracking, namely, the concrete base layer 3 extrudes the first fixing plate 10, the first fixing plate 10 horizontally moves, the first fixing plate 10 can drive the supporting block 13 and the movable block 15 to synchronously and horizontally move, at this time, the first extrusion seat 18 can slide on the sliding rail 22, meanwhile, the two first connecting rods 17 on the first extrusion seat 18 can be gradually unfolded, the two movable blocks 15 can be pushed to move towards each other while unfolding, the movement of the movable blocks 15 can push the second extrusion seat 20 through the second connecting rods 19, the second extrusion seat 20 can extrude the extrusion plate 29, the extrusion plate 29 horizontally moves towards the direction of the second fixing plate 11, the fixing plate second fixing plate 11 can push the two movable rods 26, the movable rods 26 can push the movable blocks 25 to move in the spring grooves 23, the movable blocks 25 can simultaneously extrude the spring 24, and the energy of the spring to release a certain buffering effect through the elastic potential energy, and the buffering effect of the spring 24.

The above description is only for the preferred embodiment of the present invention, and should not be taken as limiting the invention, and any modifications, equivalent replacements, improvements, etc. made within the spirit and principle of the present invention should be included in the protection scope of the present invention.

Claims

1. The utility model provides an anti terrace structure that ftractures of overlength concrete, includes ground layer (1), ground layer (1) top is equipped with wall post (30), the top of ground layer (1) is equipped with waterproof roll material layer (4), a serial communication port, the top of waterproof roll material layer (4) is equipped with concrete-based layer (3) and elastic block (2), concrete-based layer (3) with elastic block (2) extrusion is in the same place, the inside of elastic block (2) is equipped with elastic mechanism, elastic mechanism is including being located fixed plate (10) and fixed plate two (11) of elastic block (2) inside, fixed plate (10) with be equipped with the elastic buffer subassembly between fixed plate two (11), the top of concrete-based layer (3) is equipped with terrace layer (5), concrete-based layer (3) with the inside between terrace layer (5) is equipped with first wire net (6) and second wire net (7) respectively, first wire net (6) with connect through connecting pipe (8) between second wire net (7).

2. The overlength concrete terrace structure that resists the fracture of claim 1, characterized in that, the elasticity buffering subassembly includes the support frame (12) that is located on the fixed plate one (10), the bilateral symmetry of support frame (12) is equipped with two supporting shoes (13), the inside swing joint of support frame (12) has two movable blocks (15) of symmetry setting, swing joint has first connecting rod (17) on the supporting shoe (13), the last symmetrical connection of movable block (15) has second said first connecting rod (17) and second connecting rod (19).

3. The overlength concrete terrace structure that resists the fracture of claim 2, characterized by, that swing joint has the first extrusion seat (18) between the first connecting rod (17) on the supporting shoe (13) and the first connecting rod (17) on the movable block (15), there is the second extrusion seat (20) between two said second connecting rods (19).

4. The overlength concrete anti-cracking terrace structure according to claim 3, characterized in that two spring grooves (23) are symmetrically arranged in the middle of the outer surface of the second fixing plate (11), two connecting plates (21) are symmetrically arranged on the outer surface of the second fixing plate (11) and located on the outer sides of the spring grooves (23), a sliding rail (22) is connected onto the connecting plates (21), the first extrusion seat (18) is connected into the sliding rail (22), a spring (24) and a moving block (25) are arranged inside the spring grooves (23), and the spring (24) and the moving block (25) are extruded together.

5. The overlength concrete anti-cracking terrace structure according to claim 4, characterized in that a movable rod (26) is movably connected to the movable block (25), a movable hole (27) is formed in the middle of the movable rod (26), a limiting rod (28) is arranged inside the movable hole (27), the other end of the limiting rod (28) is movably connected with the outer surface of the second fixed plate (11), the other ends of the two movable rods (26) are connected with a squeezing plate (29), and the squeezing plate (29) is squeezed together with the second squeezing seat (20).

6. The anti-cracking terrace structure with ultra-long concrete according to claim 5, wherein the first fixing plate (10) and the second fixing plate (11) are respectively located inside the elastic block (2) and close to the concrete base layer (3) and the wall column (30), telescopic rods are arranged on two sides of the second fixing plate (11), and the other ends of the telescopic rods are fixedly connected with the first fixing plate (10).

7. The anti-cracking terrace structure with ultra-long concrete according to claim 6, wherein the connecting ends of the connecting pipe (8) and the first steel wire mesh (6) and the second steel wire mesh (7) are provided with water stop bars (9).

8. The anti-cracking terrace structure with ultra-long concrete according to claim 2, wherein a sliding groove (14) is formed in the supporting frame (12), and a sliding block (16) matched with the sliding groove (14) is arranged on the outer surface of the movable block (15).