CN211362848U

CN211362848U - Connecting mechanism for producing multi-square piles with mould

Info

Publication number: CN211362848U
Application number: CN201921625920.7U
Authority: CN
Inventors: 樊华; 许顺良
Original assignee: Jiaxing Xinchuang Concrete Product Co ltd
Current assignee: Jiaxing Xinchuang Concrete Product Co ltd
Priority date: 2019-09-27
Filing date: 2019-09-27
Publication date: 2020-08-28
Anticipated expiration: 2029-09-27

Abstract

The utility model provides a refute and connect mechanism that is used for many square piles with mould production includes two at least steel reinforcement framework that set up along length direction interval, and two sets up respectively the tensioning plate at steel reinforcement framework both ends to and two symmetries set up refute and connect the board between two tensioning plates of adjacent steel reinforcement framework, every refute and connect the board and all be equipped with between two adjacent tensioning plates and refute and connect the structure, force to keep vertical parallel state between two tensioning plates of adjacent steel reinforcement framework all the time. The utility model provides a refute and connect mechanism for many square piles with mould production utilizes to refute and connects the board and replace the lead screw, refute two stretch-draw boards between the adjacent steel reinforcement skeleton of board symmetric connection through two to make the simultaneous symmetry atress in stretch-draw board both sides, avoid leading to the problem of square pile terminal surface slope because of the slope of stretch-draw board.

Description

Connecting mechanism for producing multi-square piles with mould

Technical Field

The utility model belongs to the technical field of the square pile is made, especially a refute and connect mechanism that is used for many square piles with mould production.

Background

In the production process of the concrete square pile, in order to improve the utilization rate of the mould, 2 or more than 2 concrete square piles are inevitably produced in the same mould, and the connectors are additionally arranged in the mould to connect the steel reinforcement frameworks of all the piles into a whole.

The traditional connector is characterized in that two tensioning plates are connected through a screw rod, and then a steel bar framework is connected to the tensioning plates. The screw rod used as the connector has the following defects:

1. because the screw threads of the screw rod and the tensioning plate are matched with each other, the tensioning plate between the adjacent steel reinforcement frameworks is easy to be stressed unevenly and inclined unparallel, and the end face of the concrete square pile is inclined unqualifiedly.

2. Because the lead screw atress is uneven easily fatigue deformation, cause concrete square pile terminal surface slope unqualified.

3. Because the lead screw is arranged at the center of the tensioning plate, the working space is occupied, the operation is inconvenient when the tensioning plate is connected with the steel reinforcement framework, and the installation difficulty is increased.

SUMMERY OF THE UTILITY MODEL

In view of this, the utility model provides a refute and connect mechanism that is used for many square piles with mould production to solve above-mentioned problem.

The utility model provides a refute and connect mechanism that is used for many square piles with mould production includes two at least steel reinforcement framework that set up along length direction interval, and two sets up respectively the tensioning plate at steel reinforcement framework both ends to and two symmetries set up refute and connect the board between two tensioning plates of adjacent steel reinforcement framework, every refute and connect the board and all be equipped with between two adjacent tensioning plates and refute and connect the structure, force to keep vertical parallel state between two tensioning plates of adjacent steel reinforcement framework all the time.

Further, refute and connect the structure and include that two set up respectively in the location bar groove one of stretch-draw board both sides, and two edges stretch-draw board height direction sets up respectively in the location sand grip one of refuting and connecting board homonymy both ends, a location sand grip card is gone into in the location bar groove one.

Further, refute and connect the structure and include that two set up the location sand grip two in stretch-draw board both sides respectively to and two set up respectively refute and connect board homonymy both ends and with the location bar groove two of two one-to-ones of location sand grip, two blocks of location sand grip are gone into in the location bar groove two.

Further, refute and connect the structure and include that two set up respectively in stretch-draw board both sides and keep away from the location convex shoulder one of refuting and connecting board one end, two set up respectively in stretch-draw board both sides and be close to the location convex shoulder two of refuting and connecting board one end, one sets up location convex shoulder one with location strip groove three between the convex shoulder two to and two set up respectively in refuting and connecting board homonymy both ends and location sand grip three.

Furthermore, the surface of one end, far away from the tensioning plate, of the second positioning convex shoulder is lower than the surface of one end, far away from the tensioning plate, of the first positioning convex shoulder, the third positioning convex strip is clamped into the third positioning strip-shaped groove, and the positioning convex shoulder abuts against the connection plate.

Further, the surface of one side of the connection plate, which is far away from the tensioning plate, is flush with the surface of one end of the positioning shoulder, which is far away from the tensioning plate.

Furthermore, a limiting connection structure is arranged between the tensioning plate and the steel reinforcement framework.

Further, spacing connection structure includes that at least four settings are in on the tensioning plate and supply the connecting hole that steel reinforcement framework passed to and at least four spacing portions of setting at steel reinforcement framework's one end tip, spacing portion butt is in one side that steel reinforcement framework was kept away from to the tensioning plate.

Furthermore, the connecting holes are arranged in a shape like a Chinese character kou.

Compared with the prior art, the utility model provides a refute and connect mechanism for many square piles with mould production utilizes to refute and connects the board and replace the lead screw, refute two stretch-draw boards between the adjacent steel reinforcement skeleton of board symmetric connection through two to make the simultaneous symmetry atress in stretch-draw board both sides, avoid leading to the problem of square pile terminal surface slope because of the slope of stretch-draw board.

Drawings

Fig. 1 is the utility model provides a pair of a structure schematic diagram that is used for many square piles to refute mechanism with mould production.

Fig. 2 is a schematic view of an embodiment of a docking structure of the docking mechanism for producing multiple piles and molds of fig. 1.

Fig. 3 is a schematic view of a tension plate of the connection mechanism for producing multiple piles and molds of fig. 1.

Fig. 4 is a schematic view of a second embodiment of a docking structure of the docking mechanism for producing multiple piles and molds of fig. 1.

Fig. 5 is a third schematic view of an embodiment of a docking structure of the docking mechanism for producing multiple piles and molds of fig. 1.

Detailed Description

Specific examples of the present invention will be described in further detail below. It should be understood that the description herein of embodiments of the invention is not intended to limit the scope of the invention.

Example one

Please refer to fig. 1 to 3, which are schematic structural views of a connection mechanism for producing multiple piles and molds according to the present invention. The utility model provides a refute and connect mechanism that is used for many square piles to produce with mould includes two at least steel reinforcement framework 10 that set up along length direction interval, and two set up respectively the stretch-draw board 20 at steel reinforcement framework 10 both ends to and two symmetry set up refute and connect board 30 between two stretch-draw boards 20 of adjacent steel reinforcement framework 10, every refute and connect board 30 and adjacent two stretch-draw boards 20 between all be equipped with refute and connect structure 40, force to keep vertical parallel state between two stretch-draw boards 20 of adjacent steel reinforcement framework 10 all the time. It can be thought that, when the external force application of force is in framework of steel reinforcement 10 keeps away from the stretch-draw board 20 of connecing board 30 one side and outwards stretch framework of steel reinforcement 10, through the structure 40 of connecing of symmetry make the stretch-draw board 20 both sides between the adjacent framework of steel reinforcement 10 simultaneously and the symmetry atress, avoid leading to the problem of square pile terminal surface slope because of the slope of stretch-draw board 20. The connection mechanism for producing the multi-side piles and the mold further includes other specific structures and functional modules, such as the mold, the installation structure of the steel reinforcement framework 10, etc., which are well known to those skilled in the art, and therefore, the detailed description thereof is omitted here.

And a limiting connection structure 50 is arranged between the tension plate 20 and the steel reinforcement framework 10.

Spacing connection structure 50 includes that at least four settings are in on the tensioning plate 20 and supply the connecting hole 51 that framework of steel reinforcement 10 passed to and at least four settings are in the spacing portion 52 of the one end tip of framework of steel reinforcement 10, spacing portion 52 butt is in one side that framework of steel reinforcement 10 was kept away from to tensioning plate 20. The force is applied to the tensioning plate 20 at one end of the steel reinforcement framework 10 far away from the connection plate 30 and is stretched outwards, so that the simultaneous stress and the stretching amount of the same degree of the steel reinforcement framework 10 can be realized. The connection holes 51 are arranged in a shape of a Chinese character 'kou'. The square-shaped arrangement mode is adopted, so that the tensioning plate 20 is stressed evenly when being stressed to deeply stretch the reinforcement framework 10.

Refute and connect structure 40 including two and set up respectively in tensioning plate 20 both sides and keep away from the location shoulder 41a of refuting fishplate bar 30 one end, two set up respectively in tensioning plate 20 both sides and be close to the location shoulder two 41b of refuting fishplate bar 30 one end, one sets up location shoulder 41a with location strip groove three 41c between the two 41b of location shoulder to and two set up respectively in refuting the three 41d of location sand grip that connects fishplate bar 30 homonymy both ends just. The surface of the second positioning shoulder 41b at the end far away from the tensioning plate 20 is lower than the surface of the first positioning shoulder 41a at the end far away from the tensioning plate 20, the third positioning convex strip 41d is clamped in the third positioning strip-shaped groove 41c, and the second positioning shoulder 41b abuts against the connection plate 30. The surface of the side of the bridge plate 30 away from the tensioning plate 20 is flush with the surface of the end of the first positioning shoulder 41a away from the tensioning plate 20. In the present embodiment, the first positioning shoulder 41a, the second positioning shoulder 41b, the third positioning strip 41c and the third positioning rib 41d are all arranged along the vertical direction. It is conceivable that the connection plate 30 is connected and fixed to the tension plate 20 between the adjacent reinforcing cages 10 by the positioning protruding strips three 41d being caught in the positioning strip grooves three 41 c. In addition, because the structure design of the detachable installation of the connection board 30 is in the both sides of the stretch-draw board 20, the operation space is larger when the stretch-draw board 20 is connected with the steel reinforcement framework 10, and the installation difficulty is reduced.

Example two

As shown in fig. 4, the structure and principle of the present embodiment are substantially the same as those of the first embodiment, and therefore, the description is not repeated herein, but the differences are: overlap joint structure 40 includes that two set up respectively in the location bar groove 42a of stretch-draw board 20 both sides, and two edges stretch-draw board 20 direction of height sets up respectively in the location sand grip 42b of overlap joint board 30 homonymy both ends, location sand grip 42b card is gone into in location bar groove 42 a.

EXAMPLE III

As shown in fig. 5, the structure and principle of the present embodiment are substantially the same as those of the first embodiment, and therefore, the description is not repeated herein, but the differences are: refute and connect structure 40 includes that two set up respectively in two 43a of location sand grip of stretch-draw board 20 both sides to and two set up respectively at refute and connect board 30 homonymy both ends and with two 43a one-to-one's of location sand grip location bar groove two 43b, two 43a cards of location sand grip are gone into in location bar groove two 43 b.

The utility model provides a refute that be used for many square piles with mould production connects the mechanism and utilizes to refute fishplate bar 30 and replace the lead screw, refute two stretch-draw plates 20 between the adjacent steel reinforcement skeleton 10 of fishplate bar 30 symmetric connection through two to make stretch-draw plate 20 both sides symmetry atress simultaneously, avoid leading to the problem of square pile terminal surface slope because of stretch-draw plate 20 slope.

The above description is only for the preferred embodiment of the present invention and should not be construed as limiting the scope of the present invention, and any modification, equivalent replacement or improvement within the spirit of the present invention is encompassed by the claims of the present invention.

Claims

1. The utility model provides a refute and connect mechanism that is used for many square piles with mould production which characterized in that: a refute and connect mechanism for having many parties's stake with mould production includes two at least steel reinforcement framework that set up along length direction interval, and two and set up respectively the tensioning plate at steel reinforcement framework both ends to and two symmetries set up refute and connect the board between two tensioning plates of adjacent steel reinforcement framework, all be equipped with between the both sides of every board of refuting and two adjacent tensioning plates and refute and connect the structure, force to keep vertical parallel state between two tensioning plates of adjacent steel reinforcement framework all the time.

2. A docking mechanism for multiparty pile and mould production as claimed in claim 1 wherein: overlap joint structure includes that two set up respectively in the location bar groove one of stretch-draw board both sides, and two edges stretch-draw board height direction sets up respectively in the location sand grip one at overlap joint board homonymy both ends, a location sand grip card is gone into in the location bar groove one.

3. A docking mechanism for multiparty pile and mould production as claimed in claim 1 wherein: refute and connect the structure and include that two set up the location sand grip two in stretch-draw board both sides respectively to and two set up respectively at refute and connect board homonymy both ends and with the location bar groove two of two one-to-ones of location sand grip, two cards of location sand grip are gone into in the location bar groove two.

4. A docking mechanism for multiparty pile and mould production as claimed in claim 1 wherein: overlap joint structure includes that two set up respectively in stretch-draw board both sides and keep away from the location convex shoulder one of overlap joint board one end, two set up respectively in stretch-draw board both sides and be close to the location convex shoulder two of overlap joint board one end, a setting is in location convex shoulder one with location strip groove three between the location convex shoulder two to and two set up respectively at overlap joint board homonymy both ends and location sand grip three.

5. A docking mechanism for multiparty pile and mould production as claimed in claim 4 wherein: the surface of one end, far away from the tensioning plate, of the second positioning convex shoulder is lower than the surface of one end, far away from the tensioning plate, of the first positioning convex shoulder, the third positioning convex strip is clamped into the third positioning strip-shaped groove, and the third positioning convex shoulder abuts against the connection plate.

6. A docking mechanism for multiparty pile and mould production as claimed in claim 5 wherein: the surface of one side of the connection plate, which is far away from the tensioning plate, is flush with the surface of one end, which is far away from the tensioning plate, of the positioning convex shoulder.

7. A docking mechanism for multiparty pile and mould production as claimed in claim 1 wherein: and a limiting connection structure is arranged between the tensioning plate and the steel reinforcement framework.

8. A docking mechanism for multiparty pile and mould production as claimed in claim 7 wherein: spacing connection structure includes that at least four settings are in on the tensioning plate and supply the connecting hole that framework of steel reinforcement passed to and at least four spacing portions of setting at framework of steel reinforcement's one end tip, spacing portion butt is in framework of steel reinforcement's one side is kept away from to the tensioning plate.

9. A docking mechanism for multiparty pile and mould production as claimed in claim 8 wherein: the connecting holes are arranged in a shape like a Chinese character 'kou'.