CN212534123U - Construction structure for occlusive pile with deep loose stone filling layer - Google Patents

Abstract

The utility model discloses a construction structures for dark loose gravel packing layer secant pile, the mould of pouring that is the arcuation that sets up relatively, pour and seted up on the mould and inserted and establish the hole, insert and establish downthehole being provided with and insert and establish the post, pour mould top fixedly connected with fixed block, be provided with reinforcing apparatus on the fixed block, it is provided with linking device to pour the mould both ends, sets up relatively pour and connect through adjusting device between the mould. The utility model discloses a relative template of pouring mould shape pore-forming that sets up inserts through the setting and establishes the post and guarantee with the perpendicular on ground, through setting up solid fixed ring and screw thread regulation post and guarantee to pour the mould and pour the support between the mould, through setting up the grip block, realize pouring the support between mould and the peripheral template of concrete to guarantee that the straightness that hangs down in the hole of pouring meets the standard, pour the concrete and directly pour the pore-forming, thereby need not to drill, reduce the work procedure, accelerate the efficiency of construction.

Description

Construction structure for occlusive pile with deep loose stone filling layer

Technical Field

The utility model relates to an occlusive pile construction technical field especially relates to a construction structures that is used for dark loose gravel packing layer occlusive pile.

Background

The secant pile is a foundation pit enclosure structure formed by mutually meshing and arranging piles, wherein the circumferences of the adjacent concrete row piles are embedded, and a reinforcement cage is arranged in the piles which are constructed in the subsequent phase to form an integral continuous waterproof and soil-retaining enclosure structure with good seepage-proofing effect. The arrangement mode of the piles is that one pile is not provided with ribs and an ultra-retarding plain concrete pile and one reinforced concrete pile are arranged at intervals.

The existing mode is to drill holes in concrete, the verticality of the drilled holes needs to be guaranteed during drilling, the situation that the connection of the secant pile cannot bear force is prevented, the verticality is the greatest of the use, the construction efficiency can be influenced for guaranteeing the verticality during drilling, and drilling construction can be carried out only by pouring concrete on the ground without pouring concrete.

SUMMERY OF THE UTILITY MODEL

The utility model aims at solving the current ground of not concreting and need pour the concrete and just can carry out the construction of driling, such construction mode has increased the efficiency of construction shortcoming that drilling step like this reduced, and the construction structures who is used for the loose gravel pack layer secant pile of depth that provides, and it can reduce the work progress, improves the efficiency of construction to the straightness that hangs down in assurance hole that can be better.

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

a construction structures for dark loose gravel packing layer secant pile, including the relative arcuation that is that sets up pour the mould, it establishes the hole to have seted up to insert on the mould to pour, it establishes the post to insert to be provided with to insert in the hole, it is connected with the fixed block to pour mould top fixedly connected with, be provided with reinforcing apparatus on the fixed block, it is provided with linking device to pour mould both ends, relative setting pour and connect through adjusting device between the mould.

Preferably, the reinforcing device comprises a reinforcing column fixedly connected to the side wall of the fixing block, a fixing plate is arranged at the end of the reinforcing column, a fastening column is connected to the fixing plate in a threaded mode, and a clamping plate is connected to the end of the fastening column in a rotating mode.

Preferably, the connecting device comprises a connecting strip fixedly connected to the end of the pouring mold, a T-shaped strip is fixedly connected to the connecting strip on one side, and a connecting groove matched with the T-shaped strip is formed in the connecting strip on the other side.

Preferably, adjusting device includes the solid fixed ring of fixed connection on pouring the mould lateral wall, gu fixed ring tip rotates and is connected with the nut, nut inside wall threaded connection screw thread regulation post, screw thread regulation post tip and another pouring mould lateral wall fixed connection.

Preferably, the clamping plate side wall is provided with a universal ball groove, and the end part of the fastening column is fixedly connected with a universal ball positioned in the universal ball groove.

Preferably, the outer side wall of the pouring mold is provided with a combined template, and the clamping plate is abutted to the template.

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

through the relative template of the mould of pouring that sets up shape pore-forming, insert through the setting and establish the post and guarantee the perpendicular with ground, through setting up solid fixed ring and screw thread adjusting post and guarantee to pour the mould and pour the support between the mould, through setting up the grip block, realize pouring the support between mould and the peripheral template of concrete, thereby guarantee that the straightness that hangs down in the hole of pouring accords with the standard, the pore-forming is directly pour to the concreting, thereby need not to drill, reduce the work procedure, accelerate the efficiency of construction.

Drawings

Fig. 1 is a schematic structural diagram of a construction structure for an occlusive pile of a deep loose rock-filling layer, which is provided by the utility model;

fig. 2 is a schematic side structure view of the construction structure for the deep loose rock-filling layer secant pile provided by the present invention;

fig. 3 is a schematic view of a combined use structure of the construction structure for the deep loose rock-filling layer secant pile provided by the utility model;

fig. 4 is a top view of the group concreting of the construction structure for the occlusive pile with the deep loose filling stone layer provided by the utility model.

In the figure: 1 pouring die, 2 inserting columns, 3 fixing blocks, 4 reinforcing columns, 5 fixing plates, 6 fastening columns, 7 clamping plates, 8 connecting strips, 9T-shaped strips, 10 fixing rings, 11 nuts, 12 thread adjusting columns and 13 universal balls.

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.

Referring to fig. 1-4, the construction structure for the interlocking pile of the deep and loose stone-filling layer comprises arc-shaped pouring moulds 1 which are oppositely arranged, wherein each pouring mould 1 is composed of an outer semicircular ring and an inner vertical block, the steel material is difficult to deform, an inserting hole is formed in each pouring mould 1, an inserting column 2 is arranged in each inserting hole, a gap between each inserting column 2 and each inserting hole 2 is as small as possible so as to ensure the verticality of each pouring mould 1, a fixed block 3 is fixedly connected to the top of each pouring mould 1, each fixed block 3 is arranged right above each pouring mould 1, the height of each fixed block does not influence the pouring of concrete of the corresponding pouring mould 1, a reinforcing device is arranged on each fixed block 3, the reinforcing device further comprises a reinforcing column 4 fixedly connected to the side wall of each fixed block 3, a fixed plate 5 is arranged at the end part of each reinforcing column 4, a fastening column 6 is in threaded connection with each fixed plate 5, a clamping plate 7 is, its grip block 7 is when using, contradicts with the template that is located the lateral wall of concreting to make and to pour and to have the fastening connection between mould 1 and the template, thereby effectively prevent when the oscillating concrete, cause and pour 1 slopes of mould, pour 1 lateral wall of mould and be provided with the template that the combination formed, the template is prior art, does not give unnecessary details here, its outside supporting template commonly used when concreting, grip block 7 contradicts with the template.

Still further, universal ball groove has been seted up to grip block 7 lateral wall, and fastening post 6 tip fixedly connected with is located the universal ball 13 of universal ball inslot, realizes through universal ball 13 that the rotation between fastening post 6 and the grip block 7 is connected to guarantee the fastening between grip block and the template.

Pour 1 both ends of mould and be provided with linking device, furtherly, linking device includes that fixed connection is at the linking strip 8 of pouring 1 tip of mould, be located fixedly connected with T section bar 9 on the linking strip 8 of one side, linking 8 lateral walls departments can be provided with the sealing rubber area, guarantee the leakproofness of contradicting, set up the groove of linking with T section bar 9 looks adaptation on the linking strip 8 of opposite side, through T section bar 9 and the groove of linking on setting up linking strip 8, thereby make a plurality of moulds of pouring 1 can make up, and realize pouring 1 and pour the conflict between the mould 1 through linking strip 8, can not get into the concrete in the assurance hole.

Connect through adjusting device between the relative mould of pouring 1 that sets up, furtherly, adjusting device includes solid fixed ring 10 of fixed connection on pouring 1 lateral wall of mould, gu fixed ring 10 end rotates and is connected with nut 11, nut 11 is conventional hexagon nut, can make hexagon nut rotate through the spanner, conveniently use, nut 11 inside wall threaded connection screw thread adjusting column 12, screw thread adjusting column 12 tip is poured 1 lateral wall fixed connection with another, screw thread adjusting column 1 part is located solid fixed ring 10 insidely.

In the utility model, when the foundation without concrete base surface is constructed with the interlocking pile, the concrete template is arranged on the foundation, the pouring mould 1 is fixed at the preset drilling position, the inserting column 2 is inserted into the pouring mould 1, and the inserting column 2 is ensured to be in a vertical state, the screw thread adjusting column 12 is moved outwards by rotating the nut 11, and a larger contact force is generated between the two pouring moulds 1 under the action of the screw thread adjusting column 12 and the fixing ring 10 so as to deal with the contact force of the concrete;

controlling a clamping plate 7 arranged at the end part of a fastening column 6, and rotating the fastening column 6 to enable the end part of the fastening column 6 to be abutted against the outer side wall of the template through the clamping plate 7 connected with a universal ball 13, so that the pouring mold 1 is abutted against the template on the outer side wall of the poured concrete, and the fastening support between the pouring mold 1 and the template is ensured;

after guaranteeing the support to pouring mould 1, carry out interconnect together a plurality of moulds 1 of pouring through T type strip 9 and linking strip 8 respectively to the realization is connected a plurality of moulds 1 of pouring, guarantees the intercommunication between hole and the hole, and the pore-forming is directly pour to the concreting, thereby need not to drill, reduces the work procedure, accelerates the efficiency of construction.

The above, only be the concrete implementation of the preferred embodiment of the present invention, but the protection scope of the present invention is not limited thereto, and any person skilled in the art is in the technical scope of the present invention, according to the technical solution of the present invention and the utility model, the concept of which is equivalent to replace or change, should be covered within the protection scope of the present invention.

Claims (6)

1. A construction structures for dark loose gravel packing layer secant pile, including relative setting be arcuation pour mould (1), its characterized in that, pour and seted up on mould (1) and inserted and establish the hole, it inserts and establishes post (2) to insert downthehole being provided with, it has fixed block (3) to pour mould (1) top fixedly connected with, be provided with reinforcing apparatus on fixed block (3), it is provided with linking device to pour mould (1) both ends, relative setting pour and connect through adjusting device between the mould (1).

2. The construction structure for the deep loose stone-filling layer occlusive pile according to claim 1, wherein the reinforcing device comprises a reinforcing column (4) fixedly connected to the side wall of the fixing block (3), a fixing plate (5) is arranged at the end of the reinforcing column (4), a fastening column (6) is connected to the fixing plate (5) in a threaded manner, and a clamping plate (7) is rotatably connected to the end of the fastening column (6).

3. The construction structure for the secant pile of the deep and thick loose filling stone layer is characterized in that the connecting device comprises a connecting strip (8) fixedly connected to the end part of the pouring mould (1), a T-shaped strip (9) is fixedly connected to the connecting strip (8) on one side, and a connecting groove matched with the T-shaped strip (9) is formed in the connecting strip (8) on the other side.

4. The construction structure for the secant pile of the deep and loose stone-filling layer is characterized in that the adjusting device comprises a fixing ring (10) fixedly connected to the side wall of the pouring mold (1), the end of the fixing ring (10) is rotatably connected with a nut (11), the inner side wall of the nut (11) is in threaded connection with a threaded adjusting column (12), and the end of the threaded adjusting column (12) is fixedly connected with the side wall of the other pouring mold (1).

5. The construction structure for the secant pile of the deep and thick loose rock-filling layer is characterized in that the side wall of the clamping plate (7) is provided with a universal ball groove, and the end part of the fastening column (6) is fixedly connected with a universal ball (13) positioned in the universal ball groove.

6. The construction structure for the secant pile of the deep and thick loose filling stone layer as claimed in claim 2, wherein the outer side wall of the pouring mold (1) is provided with a combined template, and the clamping plate (7) is abutted against the template.

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