CN215671015U - Hang mould reinforced structure - Google Patents

Abstract

The present invention provides a form-hanging reinforcement structure, comprising: the supporting bases comprise supporting bases, two clamping openings for inserting the hanging molds are fixed to the tops of the supporting bases, the clamps comprise supporting frameworks which are respectively arranged on the opposite outer sides of the hanging molds, and the tops of the supporting frameworks extend out of the hanging molds and are fixed through fixing rods. The hanging mould is fixed by the support fixed on the floor slab steel bar and the clamp together, so that the technical problem that the upturned retaining wall hanging mould in the structure soil covering area is difficult to install and reinforce in the prior art is solved. This reinforced structure makes and hangs the stable difficult displacement that takes place of mould for it is good to upturn concrete member wholeness, great improvement upturn concrete member's water-proof effects. This anchor clamps external member is the finished product instrument, avoids the workman to adopt the reinforcement mode that is not conform to the standard requirement at will in the work progress to the risk of seepage hidden danger has been avoided pouring the in-process.

Description

Hang mould reinforced structure

Technical Field

The utility model relates to the field of building construction, in particular to a suspended formwork reinforcing structure.

Background

With the rapid development of the building industry in China, the greening indexes of modern buildings are higher and higher, and the mode of soil covering and planting on the structure is more and more adopted. And structural earthing region needs to set up concrete structure turn-ups retaining wall, and this shear force wall, post concrete and the major structure of turn-ups part need pour the shaping simultaneously, just can reach better water-proof effects, but the template of turn-ups part is taken root and is installed, is consolidated the difficulty, and can't fix with surrounding structure. In the prior art, because wall column reinforcing steel bars are dense, once the template installation control is not good, concrete chiseling at later-stage construction joints is difficult, and the large leakage hidden danger exists, the waterproof effect is difficult to reach the design requirement, the construction period is influenced, and the treatment cost is increased.

SUMMERY OF THE UTILITY MODEL

The utility model provides a hanging mould reinforcing structure, which solves the technical problem that in the prior art, an upturned retaining wall hanging mould in a structural soil covering area is difficult to install and reinforce.

The present invention provides a form-hanging reinforcement structure, comprising: the supporting bases comprise supporting bases, two clamping openings for inserting the hanging molds are fixed to the tops of the supporting bases, the clamps comprise supporting frameworks which are respectively arranged on the opposite outer sides of the hanging molds, and the tops of the supporting frameworks extend out of the hanging molds and are fixed through fixing rods.

The utility model further improves the hanging mould reinforcing structure, the supporting base is fixed on the floor slab reinforcing steel bar, the supporting base comprises a connecting rod, a plurality of supporting feet and two vertical trapezoidal frames, the two trapezoidal frames are perpendicular to the hanging mould, the connecting rod fixes the bottoms of the two trapezoidal frames and is positioned between the two trapezoidal frames, and the connecting rod and the two trapezoidal frames are fixed on the floor slab reinforcing steel bar at intervals through the plurality of supporting feet.

The hanging die reinforcing structure is further improved in that the supporting framework comprises a plurality of cross rods and a plurality of vertical rods which are arranged in a grid shape, the cross rods and the vertical rods are detachably fixed through buckles, the top ends of the vertical rods on the opposite outer sides of the hanging die extend out of the hanging die to form extension sections, and the extension sections on the opposite outer sides of the hanging die are fixed through fixing rods.

The hanging mould reinforcing structure is further improved in that the cross rods and the vertical rods are square tubes.

The utility model further improves the hanging die reinforcing structure, the fixed rod is a screw rod, the extending section is provided with a through hole for the screw rod to pass through, and the screw rod on the opposite outer side of the extending section is screwed with a nut.

The hanging die reinforcing structure is further improved in that the number of the through holes is multiple, the number of the screw rods is multiple, and the screw rods are fixed on the extension section at intervals.

The hanging die reinforcing structure is further improved in that the width of each clamping opening is the same as the thickness of the hanging die.

The hanging die reinforcing structure is further improved in that the distance between the two clamping openings is equal to the thickness of a structure to be poured.

Compared with the prior art, the utility model has positive and obvious effect. The hanging mould is fixed by the support fixed on the floor slab steel bar and the clamp together, so that the technical problem that the upturned retaining wall hanging mould in the structure soil covering area is difficult to install and reinforce in the prior art is solved. This reinforced structure makes and hangs the stable difficult displacement that takes place of mould for it is good to upturn concrete member wholeness, great improvement upturn concrete member's water-proof effects. This anchor clamps external member is the finished product instrument, avoids the workman to adopt the reinforcement mode that is not conform to the standard requirement at will in the work progress to the risk of seepage hidden danger has been avoided pouring the in-process.

Drawings

Fig. 1 is an overall side view of a suspension mold reinforcing structure of the present invention.

Fig. 2 is a structural view illustrating a support of the form-hanging reinforcement structure of the present invention.

Fig. 3 is a schematic structural view of a jig of a suspended mold reinforcing structure according to the present invention.

Fig. 4 is a schematic structural view of a buckle of the hanging die reinforcing structure of the present invention.

Fig. 5 is a schematic view showing the overall structure of the jig for the suspended mold reinforcing structure of the present invention.

Fig. 6 is an overall perspective view of a jig of a suspension mold reinforcing structure of the present invention.

Detailed Description

The utility model is further described below with reference to the figures and examples.

As shown in fig. 1, 2, 5 and 6, the reinforcing structure of the suspension mold 1 of the present invention includes: the supporting bases 2 comprise supporting bases, two clamping openings 3 for the hanging die 1 to be inserted are fixed to the tops of the supporting bases, the clamps comprise supporting frameworks which are respectively arranged on the opposite outer sides of the hanging die 1, and the tops of the supporting frameworks extend out of the hanging die 1 and are fixed through fixing rods.

This support 2 adopts the reinforcing bar preparation in this embodiment, and this support 2 can act as the split heads simultaneously, support 2 with the reinforcing bar of floor is fixed, and the floor is pour inside the floor together when pouring. The clamping opening 3 is also made of steel bars, when the floor slab is poured, the clamping opening 3 is reserved outside the floor slab so as to be convenient for the lifting die 1 clamped in the clamping opening 3 to be demoulded, and after the pouring is finished, the steel bars of the clamping opening 3 are bent to be tightly attached to the floor slab. The fixing structure is fixed around the periphery of the hanging mould 1, so that the position of the hanging mould 1 is not easy to change during pouring, the concrete upturning structure and a floor slab form a whole, the integral waterproof effect is improved, and the fixing structure is particularly suitable for fixing the hanging mould 1 of the upturning concrete structure with the top layer being an earth covering planting layer.

Preferably, as shown in fig. 1 and 2, the supporting base is fixed on the floor slab reinforcing bars, the supporting base includes a connecting rod 11, a plurality of supporting legs 10 and two vertical trapezoidal frames, both of the trapezoidal frames are perpendicular to the hanging form 1, the connecting rod 11 fixes the bottoms of the two trapezoidal frames and is located between the two trapezoidal frames, and the connecting rod 11 and the two trapezoidal frames are fixed on the floor slab reinforcing bars through a plurality of supporting legs 10.

This stabilizer blade 10 perpendicular to this connecting rod 11 and trapezoidal frame to the width of the bottom that increases support 2 has increased the fixed area in bottom, makes support 2 bottom more stable, and more firm with floor reinforcing bar fixed ground.

Preferably, as shown in fig. 3, 4, 5 and 6, the supporting framework includes a plurality of cross bars 4 and a plurality of vertical bars 5 arranged in a grid shape, the cross bars 4 and the vertical bars 5 are detachably fixed by buckles 6, the top ends of the vertical bars 5 on the opposite outer sides of the hanging die 1 extend out of the hanging die 1 to form extension sections 7, and the extension sections 7 on the opposite outer sides of the hanging die 1 are fixed by fixing rods.

In the implementation process, a plurality of cross rods 4 are attached to the outer side faces, opposite to the hanging die 1, of the cross rods 4, vertical rods 5 are attached to the outer sides of the cross rods 4, the vertical rods 5 are enabled to simultaneously compress the cross rods 4, and the intersection positions of the vertical rods 5 and the cross rods 4 are detachably fixed through buckles 6. This buckle 6 is the sleeve, and telescopic side extends otic placode 14, has still seted up first through-hole 15 on the sleeve, and otic placode 14 presss from both sides the both sides of locating horizontal pole 4, has seted up a plurality of second through-holes 12 on the montant 5, and montant 5 passes the sleeve and passes first through-hole 15 and second through-hole 12 through bolt 13 and fix. The supporting framework is of a detachable structure, so that repeated turnover application is facilitated, and the utilization rate is improved.

Preferably, the cross bar 4 and the vertical bar 5 are square tubes.

The buckle 6 is a square sleeve and is matched with the vertical rod 5. The square tube is beneficial to tightly attaching the hanging die 1, and the contact area is increased, so that the hanging die 1 is fixed more stably.

Preferably, as shown in fig. 3, the fixing rod is a screw 8, the extending section 7 is provided with a through hole for the screw 8 to pass through, and the screw 8 on the opposite outer side of the extending section 7 is screwed with a nut 9.

A gasket can be arranged between the nut 9 and the vertical rod 5, so that the abrasion to the vertical rod 5 is reduced. The vertical rod 5 is fixed at the extending section 7 through the screw rod 8, and the screw rod 8 is not required to penetrate through a wall, so that the phenomenon that an iron wire or a fixed rod penetrates through the middle of the vertical rod 5 to be fixed, the upturning concrete structure is perforated, the construction period is influenced by later-stage repair, the cost is increased, and the risk of leakage hidden danger of the upturning concrete structure is avoided.

Preferably, the number of the through holes is multiple, the number of the screws 8 is multiple, and the multiple screws 8 are fixed on the extension section 7 at intervals.

Fix at extension 7 through many screws 8, further improved fixed stability, prevent to pour the in-process, hang mould 1 and remove about appearing because of the atress.

Preferably, as shown in fig. 1, the width of each of the jaws 3 is the same as the thickness of the hanging die 1.

In order to enable the clamping opening 3 to tightly clamp the hanging die 1, the width of the clamping opening 3 is adapted to the thickness of the hanging die 1, so that the hanging die 1 cannot move in the clamping opening 3 during pouring, and the surface of the upturned concrete structure is smooth.

Preferably, the distance between two of the clamping jaws 3 is equal to the thickness of the structure to be cast.

The thickness of the upturned concrete structure is controlled through the clamping opening 3, so that the construction efficiency is improved, and meanwhile, the thickness of the upturned concrete structure is kept consistent.

The hanging mould is fixed by the support fixed on the floor slab steel bar and the clamp together, so that the technical problem that the upturned retaining wall hanging mould in the structure soil covering area is difficult to install and reinforce in the prior art is solved. This reinforced structure makes and hangs the stable difficult displacement that takes place of mould for it is good to upturn concrete member wholeness, great improvement upturn concrete member's water-proof effects. This anchor clamps external member is the finished product instrument, avoids the workman to adopt the reinforcement mode that is not conform to the standard requirement at will in the work progress to the risk of seepage hidden danger has been avoided pouring the in-process.

Although the present invention has been described with reference to a preferred embodiment, it should be understood that various changes, substitutions and alterations can be made herein without departing from the spirit and scope of the utility model as defined by the appended claims.

Claims (8)

1. A suspended formwork reinforcing structure, comprising: the clamp comprises a plurality of supports and a clamp, wherein the supports are used for supporting the hanging die, the clamp is clamped and arranged on the outer side, opposite to the hanging die, of the clamp, the supports comprise supporting bases, the tops of the supporting bases are fixedly provided with two clamping openings for the hanging die to be inserted, the clamp comprises supporting frameworks which are arranged on the outer side, opposite to the hanging die, of the clamp, and the tops of the supporting frameworks extend out of the hanging die and are fixed through fixing rods.

2. The form hoisting reinforcement structure of claim 1, wherein the support base is fixed to floor slab reinforcing bars, the support base comprises a connecting rod, a plurality of support legs, and two vertical trapezoidal frames, both of the trapezoidal frames are perpendicular to the form hoisting, the connecting rod fixes the bottom of the two trapezoidal frames and is located between the two trapezoidal frames, and the connecting rod and the two trapezoidal frames are fixed to the floor slab reinforcing bars at intervals by the plurality of support legs.

3. The hanging die reinforcing structure according to claim 1, wherein the supporting framework comprises a plurality of cross bars and a plurality of vertical bars which are arranged in a grid shape, the cross bars and the vertical bars are detachably fixed through buckles, the top ends of the vertical bars on the opposite outer sides of the hanging die extend out of the hanging die to form extension sections, and the extension sections on the opposite outer sides of the hanging die are fixed through fixing bars.

4. The form hanging reinforcement structure of claim 3, wherein the cross bars and the vertical bars are square tubes.

5. The form hanging reinforcement structure as claimed in claim 1, wherein the fixing rod is a screw, the extension section has a through hole for the screw to pass through, and a nut is screwed on the screw on the opposite outer side of the extension section.

6. The form hanging reinforcement structure of claim 4, wherein the number of the through holes is plural, the number of the screws is plural, and the plural screws are fixed to the extension section at intervals.

7. The form reinforcement structure of claim 1, wherein a width of each of the jaws is the same as a thickness of the form.

8. The form hoisting reinforcement structure of claim 1, wherein the distance between the two jaws is equal to the thickness of the structure to be cast.

Images