CN214462846U - Reinforcing apparatus of steel shotcrete shear force wall - Google Patents

Abstract

The utility model relates to a reinforcing apparatus of steel shotcrete shear force wall, belong to the construction technical field, including the sliding clamping assembly that the symmetry set up in waiting to water the wall both sides, the sliding clamping assembly includes the pouring template that piles up the setting outward in waiting to water the wall side in proper order, a plurality of vertical montants that set up at vertical interval and a plurality of horizontal poles that set up at horizontal interval, and pour the template and paste and wait to pour the wall setting; a first sliding groove is formed in one side, far away from the pouring template, of the vertical rod in the length extending direction, a second sliding groove is formed in one side, near the pouring template, of the transverse rod in the length extending direction, and an adjusting sliding block is clamped between the first sliding groove and the second sliding groove; a plurality of inserting rods are slidably connected between each pair of cross rods arranged on two sides of the wall to be poured, and two ends of each inserting rod penetrate through the corresponding cross rod and extend outwards. The utility model discloses the efficiency of construction is high, and the suitability is strong, has saved operating time, has improved work efficiency, has reduced the cost of labor.

Description

Reinforcing apparatus of steel shotcrete shear force wall

Technical Field

The utility model relates to a reinforcing apparatus of steel shotcrete shear force wall belongs to construction technical field.

Background

Shear walls, also known as wind-resistant walls, earthquake-resistant walls or structural walls, are walls in houses or structures which mainly bear horizontal loads and vertical loads (gravity) caused by wind loads or earthquake actions and prevent the structures from being sheared (sheared) and damaged, and are generally made of reinforced concrete.

The reinforcing apparatus horizontal pole and the montant of current shear force wall template are independent, and is very troublesome when adjusting between horizontal pole, the montant, needs many people to cooperate the completion, can use the split bolt when the template is consolidated moreover, but pour the completion back, the screw rod of split bolt can stay in the wall body, needs cut the screw rod, and the operation is complicated and waste time, and the increase cost, consequently, the urgent need is improved.

SUMMERY OF THE UTILITY MODEL

In order to overcome the shortcoming among the above-mentioned prior art, the utility model discloses a reinforcing apparatus of steel shotcrete shear force wall, its efficiency of construction is high, and the suitability is strong, has saved operating time, has improved work efficiency, has reduced the cost of labor.

In order to achieve the above purpose, the utility model adopts the following technical scheme:

a reinforcing device of a steel support shear wall is used for reinforcing a wall body to be poured and comprises sliding clamping components symmetrically arranged on two sides of the wall body to be poured, wherein each sliding clamping component comprises a pouring template, a plurality of vertical rods and a plurality of horizontal rods, the pouring templates are sequentially and outwards stacked on the side surface of the wall body to be poured, the vertical rods are vertically arranged at intervals, the horizontal rods are horizontally arranged at intervals, and the pouring templates are tightly attached to the wall body to be poured; a first sliding groove is formed in one side, far away from the pouring template, of the vertical rod in the length extending direction, a second sliding groove is formed in one side, near the pouring template, of the transverse rod in the length extending direction, and an adjusting sliding block is clamped between the first sliding groove and the second sliding groove; a plurality of inserting rods are connected between each pair of cross rods arranged on two sides of the wall to be cast in a sliding mode, and two ends of each inserting rod penetrate through the cross rods and extend outwards; the inserting rod is positioned on the rod body of the rod section of the part inside the wall body to be poured and is sleeved with a fixed sleeve fixed inside the wall body to be poured in a sliding manner; one end of the inserting rod extending out of the cross rod is connected with a butterfly nut in a threaded mode, and a pressing assembly sleeved on the inserting rod in a sliding mode is further arranged between the butterfly nut and the cross rod.

Furthermore, the compressing assembly comprises a rubber pad, a compressing block and a ring block which are sequentially stacked outwards, and a plurality of connecting rods which are arranged in parallel are fixedly connected between the ring block and the compressing block; the side face, close to the cross rod, of the rubber pad is also provided with anti-skidding lines.

Further, a gasket is arranged between the butterfly nut and the compression assembly.

Furthermore, the first sliding groove and the second sliding groove are both T-shaped.

Further, the cross rod is arranged close to the vertical rod.

Furthermore, at least three vertical rods and at least three transverse rods are arranged on the same side; at least four insertion rods are arranged between each pair of the cross rods.

Compared with the prior art the utility model discloses there are following characteristics and beneficial effect:

the adjusting slide block is arranged between the transverse rod and the vertical rod, so that the distance between the transverse rod and the vertical rod can be conveniently adjusted, and the adjusting slide block is convenient, quick, time-saving and labor-saving; the transverse rods and the vertical rods are fixed through the inserting rods, the pouring template can be fixed, the inserting rods can be directly pulled out after the wall body is poured through the fixing sleeves, cutting is not needed, and the working efficiency is improved; the butterfly nut is arranged, so that the distance between the two pouring templates can be adjusted through the butterfly nut, the two pouring templates can be conveniently compressed, and the cast and formed wall body is more compact; the pressing device can be adjusted and pressed more conveniently, and meanwhile, the rubber pad and the anti-slip pattern are arranged, so that slipping can be prevented, and the pressing efficiency is further improved; the T font design of first spout and second spout, chucking adjusting block that can be better prevents that adjusting block from droing, further improves the efficiency of adjusting.

Drawings

FIG. 1 is a front view of the present invention in engagement with a wall to be cast;

fig. 2 is a cross-sectional view of the present invention in a plan view;

fig. 3 is a partially enlarged schematic view at a of fig. 2.

Wherein the reference numerals are: 1. a wall body is to be poured; 10. a sliding clamping assembly; 2. pouring a template; 3. fixing a sleeve; 4. a vertical rod; 41. a first chute; 5. a cross bar; 51. a second chute; 6. adjusting the sliding block; 7. inserting the rod; 71. a gasket; 72. a butterfly nut; 8. a compression assembly; 81. a rubber pad; 82. a connecting rod; 83. a circular ring block; 84. and (5) a compression block.

Detailed Description

The technical solution in the embodiments of the present invention will be clearly and completely described below with reference to the accompanying drawings in the embodiments of the present invention.

As shown in fig. 1 to 3, the reinforcing device for a steel support shear wall of the present embodiment is used for reinforcing a wall 1 to be poured, and includes sliding clamping assemblies 10 symmetrically disposed on two sides of the wall 1 to be poured, where the sliding clamping assemblies 10 include pouring templates 2, a plurality of vertical rods 4 and a plurality of horizontal rods 5, which are sequentially stacked on the side surfaces of the wall 1 to be poured, and the pouring templates 2 are disposed to be close to the wall 1 to be poured; a first sliding groove 41 is formed in one side, far away from the pouring template 2, of the vertical rod 4 in the length extending direction, a second sliding groove 51 is formed in one side, close to the pouring template 2, of the cross rod 5 in the length extending direction, and an adjusting sliding block 6 is clamped between the first sliding groove 41 and the second sliding groove 51; a plurality of inserting rods 7 are connected between each pair of cross rods 5 arranged on two sides of the wall body 1 to be poured in a sliding mode, and two ends of each inserting rod 7 penetrate through the cross rods 5 and extend outwards; the inserting rod 7 is positioned on the rod body of the rod section of the part inside the wall body 1 to be poured and is sleeved with the fixed sleeve 3 fixed inside the wall body 1 to be poured in a sliding way; one end of the inserting rod 7 extending out of the cross rod 5 is connected with a butterfly nut 72 in a threaded manner, and a pressing component 8 which is sleeved on the inserting rod 7 in a sliding manner is further arranged between the butterfly nut 72 and the cross rod 5.

Further, the pressing assembly 8 comprises a rubber pad 81, a pressing block 84 and a ring block 83 which are stacked outwards in sequence, and a plurality of connecting rods 82 which are arranged in parallel are fixedly connected between the ring block 83 and the pressing block 84; the side of the rubber pad 81 close to the cross bar 5 is also provided with anti-skid lines.

Further, a gasket 71 is disposed between the wing nut 72 and the hold-down assembly 8.

Further, the first slide groove 41 and the second slide groove 51 are both T-shaped.

Further, the cross rod 5 is arranged close to the vertical rod 4.

Furthermore, at least three vertical rods 4 and at least three transverse rods 5 are arranged on the same side; at least four insertion rods 7 are arranged between each pair of cross rods 5.

The utility model discloses a theory of operation: through first spout 41, second spout 51 and adjust the cooperation of slider 6, according to actual in service behavior, adjust the distance between montant 4 and between the regulation horizontal pole 5, convenient and fast, time saving and labor saving, then fix montant 4 and horizontal pole 5's position through penetrating inserted bar 7 and butterfly nut 72, thereby will pour template 2 and fix, then treat to pour wall body 1 and pour, pour the completion back, can take out interlude pole 7, can recycle, practice thrift the cost.

It is to be understood that the embodiments described are only some embodiments of the invention, and 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.

Claims (6)

1. The utility model provides a reinforcing apparatus of steel shotcrete shear wall for consolidate and wait to pour wall body (1), its characterized in that: the device comprises sliding clamping components (10) which are symmetrically arranged on two sides of a wall body (1) to be poured, wherein the sliding clamping components (10) comprise pouring templates (2), a plurality of vertical rods (4) and a plurality of horizontal rods (5), which are sequentially stacked outwards on the side surface of the wall body (1) to be poured, the vertical rods are vertically arranged at intervals, the horizontal rods are horizontally arranged at intervals, and the pouring templates (2) are tightly attached to the wall body (1) to be poured; a first sliding groove (41) is formed in one side, far away from the pouring template (2), of the vertical rod (4) along the length extension direction, a second sliding groove (51) is formed in one side, close to the pouring template (2), of the transverse rod (5) along the length extension direction, and an adjusting sliding block (6) is clamped between the first sliding groove (41) and the second sliding groove (51); a plurality of inserting rods (7) are connected between each pair of cross rods (5) arranged on two sides of the wall body (1) to be poured in a sliding mode, and two ends of each inserting rod (7) penetrate through the cross rods (5) and extend outwards; the inserting rod (7) is positioned on the rod body of part of the rod section in the wall body (1) to be poured and is sleeved with the fixed sleeve (3) fixed in the wall body (1) to be poured in a sliding manner; one end of the inserting rod (7) extending out of the cross rod (5) is connected with a butterfly nut (72) in a threaded mode, and a pressing assembly (8) which is sleeved on the inserting rod (7) in a sliding mode is further arranged between the butterfly nut (72) and the cross rod (5).

2. The reinforcing apparatus of a steel shotcrete shear wall of claim 1, wherein: the pressing assembly (8) comprises a rubber pad (81), a pressing block (84) and a ring block (83) which are sequentially stacked outwards, and a plurality of connecting rods (82) which are arranged in parallel are fixedly connected between the ring block (83) and the pressing block (84); the side surface of the rubber pad (81) close to the cross rod (5) is also provided with anti-skid grains.

3. The reinforcing apparatus of a steel shotcrete shear wall of claim 1, wherein: and a gasket (71) is arranged between the butterfly nut (72) and the compression assembly (8).

4. The reinforcing apparatus of a steel shotcrete shear wall of claim 1, wherein: the first sliding groove (41) and the second sliding groove (51) are both T-shaped.

5. The reinforcing apparatus of a steel shotcrete shear wall of claim 1, wherein: the cross rod (5) is arranged close to the vertical rod (4).

6. The reinforcing apparatus of a steel shotcrete shear wall of claim 1, wherein: at least three vertical rods (4) and at least three transverse rods (5) are arranged on the same side; at least four insertion rods (7) are arranged between each pair of the cross rods (5).

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