CN211898327U

CN211898327U - Quick butt joint subassembly and quick butt joint mechanism

Info

Publication number: CN211898327U
Application number: CN201922369110.6U
Authority: CN
Inventors: 许顺良
Original assignee: Individual
Current assignee: Individual
Priority date: 2019-12-24
Filing date: 2019-12-24
Publication date: 2020-11-10
Anticipated expiration: 2029-12-24

Abstract

The utility model provides a quick butt joint component and a quick butt joint mechanism, wherein the quick butt joint component comprises an inserting table and a base, the base is fixedly arranged on a first embedded element in a first pile body, and a first fixed part of the inserting table is fixedly arranged on a second embedded element in a second pile body; when the first pile body is attached to the second pile body, a gap is formed between the end face of the fin and the step face of the insert table. The utility model provides an among the quick butt joint subassembly, when first pile body and second pile body laminating, the terminal surface of fin and the step face of inserting the platform are formed with the clearance, when a plurality of quick butt joint subassemblies are together docked, all leave the ascending cooperation surplus of axial direction when inserting the platform in every quick butt joint subassembly and docking with the base, can prevent to insert the unable situation of establishing the fin of grafting portion of platform in the quick butt joint subassembly and appear, in order to guarantee that all quick butt joint subassemblies can both accomplish the butt joint, and then guarantee the joint strength between two precast piles.

Description

Quick butt joint subassembly and quick butt joint mechanism

Technical Field

The utility model relates to a building technical field especially relates to a quick butt joint subassembly and quick docking mechanism.

Background

In the technical field of buildings, in order to facilitate production and processing and reduce construction time, the length of a precast pile is ensured by adopting a mode of splicing reinforced concrete precast piles. In order to quickly and firmly join two prefabricated reinforced concrete piles, a plurality of quick butt joint assemblies are generally used for connecting reinforcing steel bars inside the two prefabricated reinforced concrete piles. However, when a plurality of quick butt joint assemblies are butted together, some quick butt joint assemblies may not complete the butt joint, and the connection strength between two precast piles is affected.

SUMMERY OF THE UTILITY MODEL

Accordingly, there is a need for an improved quick docking assembly and a quick docking mechanism.

The utility model provides a quick butt joint assembly, which comprises an inserting table and a base, wherein the inserting table comprises a first fixed part, an inserting part and an extending part positioned between the first fixed part and the inserting part, the inserting part is convexly arranged on the extending part, and a step surface is formed between the inserting part and the extending part; the base comprises a second fixing part and a plurality of fins connected to the second fixing part, and the fins are arranged in a surrounding manner; the inserting table can penetrate through openings formed by enclosing of the fins through elastic expansion of the fins, the fins can elastically contract and enclose the extending parts, and the end faces of the fins and the step faces of the inserting table are oppositely arranged; the base is fixedly arranged on a first embedded element in the first pile body, and a first fixing part of the inserting platform is fixedly arranged on a second embedded element in the second pile body; when the first pile body is attached to the second pile body, a gap is formed between the end face of the fin and the step face of the insert table.

The utility model provides an among the quick butt joint subassembly first pile body with during the laminating of second pile body, the terminal surface of fin with be formed with the clearance between the step face of inserting the platform, when a plurality of quick butt joint subassemblies are together docked, all leave the ascending cooperation surplus of axial direction when inserting the platform in every quick butt joint subassembly and docking with the base, can prevent to insert the unable situation of establishing the fin of grafting portion of platform in the quick butt joint subassembly and appear to guarantee that all quick butt joint subassemblies can both accomplish the butt joint, and then guarantee the joint strength between two precast piles. Moreover, the utility model provides a quick butt joint subassembly installation is simple, inserts the grafting portion of inserting the platform into the base after, and the fin can elastic shrinkage and enclose the extension of base, and the tip butt of fin is in the step face of inserting the platform to the butt face between the tip of fin and the step face of inserting the platform is similar to the annular, and the butt area is big, can guarantee the joint strength between first pre-buried component and the second pre-buried component, especially has great promotion to tensile strength; the fin not only can enclose the extension of inserting the platform, can also play spacing effect to the extension, prevents that the extension from rocking in the circumferential direction. Furthermore, the utility model provides a quick butt joint subassembly processing simple process, low cost is suitable for the scene extensively.

In an embodiment of the invention, the depth of the gap in the insertion direction is 1mm to 10 mm.

So set up, can guarantee that each quick butt joint subassembly homoenergetic docks and accomplish to insert the distance between platform and the base after the butt joint is accomplished and also can not be too big, produce and rock, wave the scheduling problem.

In an embodiment of the present invention, when the fins elastically contract and enclose the extension portion, an included angle between the fins and the base axis is 5 ° to 60 °.

In an embodiment of the present invention, the end surface of the fin is in surface contact with the step surface of the insert table.

So set up, the face contact can make the fin and insert the lifting surface between the platform great to guarantee fin and insert platform complex stability.

In an embodiment of the present invention, the area of the step surface of the insert table is greater than or equal to the area of the end surface of the fin.

So set up, the terminal surface of fin can the complete butt on the step face of inserting the platform to guarantee the fin and insert the lifting surface area maximize between the platform.

In an embodiment of the present invention, the area of the step surface of the insert table is 1 to 2 times of the area of the end surface of the fin.

So set up, both can guarantee that the terminal surface of fin can the complete butt on the step face to realize the lifting surface maximize, can prevent again to insert the platform too big fin elasticity extension when causing the butt joint at the too big cross section of circumference direction, arouse that the fin to appear the cracked phenomenon even at the butt joint in-process.

In an embodiment of the present invention, the number of the fins is 6, and 6 of the fins are annularly arrayed on the extension portion of the base.

So set up, the fin of being convenient for carries out elastic expansion and elastic shrinkage, prolongs the life of fin.

A quick butt joint mechanism comprises a first embedded element, a second embedded element and the quick butt joint assembly; the fixing part of the inserting table is connected to the first embedded element, the base is connected to the second embedded element, and one end of a steel bar is connected to the first embedded element or the second embedded element; the reinforcing steel bars connected with the first embedded elements are connected with the reinforcing steel bars connected with the second embedded elements through the quick butt joint assembly.

The quick butt joint mechanism can quickly connect the first embedded element and the second embedded element, construction time is saved, the firmness of the connected first embedded element and the second embedded element is high, and particularly the tensile property is good.

In an embodiment of the present invention, an outer wall of the first pre-embedded element relatively close to one end of the steel bar is a non-circular polygon; and/or the presence of a catalyst in the reaction mixture,

the outer wall of the second embedded element, which is relatively close to one end of the steel bar, is a non-circular polygon.

So set up, be convenient for install and fixed first pre-buried component and second pre-buried component.

In an embodiment of the present invention, each of the ends of the first embedded element or the second embedded element connected to the steel bar has a contraction port, and the end of the steel bar connected to the first embedded element or the second embedded element has an upset head, and the contraction port is used for limiting the upset head of the steel bar; or,

so set up, it is simple and convenient to be connected between first embedded component or the second embedded component and the reinforcing bar, and the engineering time is short, and the fastness to connection is high.

In an embodiment of the present invention, the first embedded element or the second embedded element is connected to the reinforcing bar by a screw.

So set up, be provided with the adhesive force that the screw thread can increase between reinforcing bar and the concrete on the reinforcing bar for combine closely between reinforcing bar and the concrete, the two can coordinate the cooperation, bear external force jointly, increase the stress strength of precast pile.

Drawings

Fig. 1 is a schematic structural diagram of a quick docking assembly according to an embodiment of the present invention;

FIG. 2 is a schematic structural view of the docking station shown in FIG. 1;

FIG. 3 is a schematic structural view of the base shown in FIG. 1;

FIG. 4 is a schematic view of a portion of the base shown in FIG. 3;

fig. 5 is a cross-sectional view of a quick docking mechanism according to an embodiment of the present invention;

fig. 6 is a cross-sectional view of the first pile, the reinforcing bars, the first embedded elements and the platform according to an embodiment of the present invention;

fig. 7 is a cross-sectional view of a second pile, a reinforcement bar, a second embedded element, and a base according to an embodiment of the present invention;

FIG. 8 is a schematic view of the quick docking mechanism shown in FIG. 5 in use;

FIG. 9 is an enlarged view of a portion A of FIG. 8;

fig. 10 is a cross-sectional view of a precast pile according to an embodiment of the present invention.

100. A quick docking assembly; 10. inserting a platform; 20. a base; 11. a first fixed part; 12. a plug-in part; 13. an extension portion; 14. a step surface; 21. a second fixed part; 22. a fin; 221. an end face; 30. a gap; 200. a quick docking mechanism; 210. a first pre-buried element; 211. an annular projection; 220. a second pre-embedded element; 300. prefabricating a pile; 301. a first pile body; 302. a second pile body; 310. reinforcing steel bars; 311. heading; 320. concrete; 330. and (6) sleeving the pile.

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. 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. As used herein, the term "or/and" includes any and all combinations of one or more of the associated listed items.

Referring to fig. 1 to 4, fig. 1 is a schematic structural diagram of a quick docking assembly 100 according to an embodiment of the present invention; FIG. 2 is a schematic structural diagram of the docking station 10 shown in FIG. 1; FIG. 3 is a schematic structural view of the base 20 shown in FIG. 1; fig. 4 is a partial structural view of the base 20 shown in fig. 3.

The utility model provides a quick butt joint subassembly 100, it is used for connecting two engineering parts. In this embodiment, the quick docking assembly 100 is used to connect the reinforcing bars 310 in the precast pile 300. It is understood that in other embodiments, the quick docking assembly 100 may be used in other engineering fields, such as fabricated buildings, etc., and may also be used to connect the reinforcing bars 310 in other applications, such as pouring concrete, etc.

The utility model provides a fast docking assembly 100, which comprises a docking platform 10 and a base 20, wherein the docking platform 10 comprises a first fixing part 11, a docking part 12 and an extending part 13 positioned between the first fixing part 11 and the docking part 12, the docking part 12 is convexly arranged on the extending part 13, and a step surface 14 is formed between the docking part 12 and the extending part 13; the base 20 includes a second fixing portion 21 and a plurality of fins 22 connected to the second fixing portion 21, and the plurality of fins 22 are disposed to surround each other; the insert table 10 can pass through the openings defined by the plurality of fins 22 by elastic expansion of the fins 22, the fins 22 can elastically contract and close the extension 13, and the end surfaces 221 of the fins 22 and the step surface 14 of the insert table 10 are disposed to face each other.

The socket 10 is a cylindrical component, the first fixing portion 11 is used for fixing with an external component, and the inserting portion 12 is used for inserting into the buckle. To facilitate plugging, the platform 10 is preferably generally cylindrical; in other embodiments, the platform 10 may have other shapes such as a square column and a tapered column. In order to increase the bearing capacity of the quick docking assembly 100, the platform 10 is made of a solid material. It is understood that in other embodiments, the platform 10 may be made of hollow material according to different bearing requirements.

The first fixing portion 11 is used for connecting with the first embedded element 210. In this embodiment, the outer peripheral wall of the first fixing portion 11 is provided with an external thread, and the inner peripheral wall of the first embedded element 210 is provided with an internal thread, which are fixedly connected by a thread. It is understood that in other embodiments, the first fixing portion 11 and the first embedded element 210 may be connected by other methods, such as welding, clamping, riveting, and the like.

The insertion part 12 can penetrate and abut against the end surface 221 of the base 20, the insertion part 12 can enable the base 20 to be elastically expanded when penetrating the base 20, and after the insertion part 12 penetrates through the base 20, the base 20 elastically contracts and encloses the extension part 13, so that the effect of limiting the circumferential movement of the insertion table 10 can be achieved.

The extending portion 13 is used for connecting the first fixing portion 11 and the inserting portion 12, and after the inserting portion 12 is inserted into the base 20, the extending portion 13 is enclosed and fixed by the base 20.

The base 20 is substantially hollow and cylindrical, and is fitted to the cradle 10. Preferably, the base 20 is substantially hollow cylindrical. It is understood that in other embodiments, the base 20 may be configured with the socket 10 in other shapes such as a square cylinder, a cone cylinder, etc.

The second fixing portion 21 is used for being connected with the second embedded element 220, in this embodiment, an outer circumferential wall of the second fixing portion 21 is provided with an external thread, an inner circumferential wall of the second embedded element 220 is provided with an internal thread, and the two are fixedly connected through the thread. It is understood that in other embodiments, the second fixing portion 21 and the second embedded element 220 may be connected by other methods such as welding, clamping, riveting, and the like.

The plurality of fins 22 are enclosed and form a hollow column shape, and a certain gap is formed between every two adjacent fins 22 for elastic expansion and elastic contraction of the fins 22; the fins 22 can be penetrated by the inserting part 12 through elastic expansion, and after the inserting part 12 penetrates through the fins 22, the fins 22 elastically contract and enclose the extension part 13 of the inserting table 10. Preferably, the plurality of fins 22 are circumferentially and uniformly arranged around the axis of the base 20 in order to balance the force applied to the plurality of fins 22.

In the present embodiment, the socket 10 and the base 20 are both made of stainless steel. In other embodiments, the material may be made of other materials.

The use process of the quick docking assembly 100 is as follows: extending the inserting part 12 and the extending part 13 of the inserting table 10 into the inner wall of the base 20 and moving along the inserting direction alpha, wherein the inserting part 12 of the inserting table 10 applies pressure on the fin 22, so that the fin 22 is elastically expanded until the inserting part 12 passes through the fin 22; when the fin 22 elastically contracts and closes the extension 13 at the moment when the socket 12 passes through the fin 22, and a force in the opposite direction of the insertion direction α is applied to the socket 10, the end of the fin 22 abuts against the step surface 14 between the socket 12 and the extension 13 to limit the socket 10.

The insertion direction α in the present invention is a direction in which the fixing portion is directed to the mating portion 12, i.e., a direction of an arrow shown in fig. 1. It is understood that the insertion direction α can be, but is not limited to, the above-mentioned directions, and even partial angular offsets should be included in the scope of the present invention.

The utility model provides a quick butt joint subassembly 100 installs simply, inserts the grafting portion 12 of inserting platform 10 back in base 20, and fin 22 can elastic shrinkage and enclose extension 13 of base 20, and the tip butt of fin 22 is in the step face 14 of inserting platform 10 to the butt face between the tip of fin 22 and the step face 14 of inserting platform 10 is similar to the annular, and the butt area is big, can guarantee the joint strength between first pre-buried component 210 and the second pre-buried component 220, especially has great promotion to tensile strength; the fins 22 not only can enclose the extension 13 of the insertion stage 10, but also can limit the extension 13 to prevent the extension 13 from shaking in the circumferential direction. Furthermore, the utility model provides a quick butt joint subassembly 100 processing technology is simple, low cost, and it is extensive to be suitable for the scene.

In one embodiment of the present invention, the base 20 is fixedly installed on the first embedded element 210 in the first pile 301, and the first fixing portion 11 of the platform 10 is fixedly installed on the second embedded element 220 in the second pile 302; when the first pile 301 and the second pile 302 are bonded to each other, a gap 30 is formed between the end surface 221 of the fin 22 and the step surface 14 of the socket 10.

The utility model provides an among the quick butt joint subassembly 100, when first pile body 301 and second pile body 302 laminating, fin 22's terminal surface 221 and the step face 14 of inserting platform 10 between be formed with gapped 30, when a plurality of quick butt joint subassemblies 100 are together docked, all leave the ascending cooperation surplus of axial direction when inserting platform 10 and base 20 butt joint in every quick butt joint subassembly 100, the situation that can prevent to insert the unable fin 22 of establishing of grafting portion 12 of platform 10 in the quick butt joint subassembly 100 appears, in order to guarantee that all quick butt joint subassemblies 100 can both accomplish the butt joint, and then guarantee the joint strength between two precast piles 300.

In one embodiment, the length of the extension 13 in the axial direction is greater than the length of the fin 22 in the axial direction to achieve a solution with a gap 30 between the end surface 221 of the fin 22 and the step surface 14 of the insert table 10. It is understood that in other embodiments, other technical solutions may be adopted as long as the gap 30 is provided between the end surface 221 of the fin 22 and the step surface 14 of the insert table 10.

In an embodiment of the invention, the depth of the gap 30 in the insertion direction is 1mm to 10 mm.

So set up, can guarantee that each quick butt joint subassembly 100 homoenergetic docks and accomplishes to insert the distance between platform 10 and the base 20 after the butt joint is accomplished and also can not be too big, produce and rock, wave scheduling problem.

In one embodiment of the present invention, the angle between the fins 22 and the axis of the base 20 is 5 ° to 60 ° when the fins 22 elastically contract and enclose the extension 13.

It is understood that the fin 22 may be a plane or an arc, and when the fin 22 is an arc, an angle between a line connecting an end of the arc close to the stage and an end of the connection extension 13 and the axis of the base 20 is 5 ° to 60 °.

Preferably, the fins 22 are angled at 15 ° to 30 ° to the axis of the base 20.

With the arrangement, when the inserting table 10 penetrates the fins 22, the fins 22 can guide the inserting table 10, and can perform circumferential limiting on the inserting table 10 after elastically contracting and enclosing the extending part 13, so that the inserting table 10 is prevented from shaking; in addition, the fins 22 have an inclination angle, so that the pressure applied to the fins 22 is gradually increased, and the fins can be elastically expanded slowly, so that the fins 22 are prevented from being broken by the sudden pressure, and the use strength of the quick docking assembly 100 is prevented from being affected.

In one embodiment of the present invention, the end surface 221 of the fin 22 is in surface contact with the step surface 14 of the insert table 10.

So set up, the face contact can make the fin 22 and insert the lifting surface between the platform 10 great to guarantee fin 22 and the stability of inserting platform 10 complex.

In one embodiment of the present invention, the area of the step surface 14 of the platform 10 is greater than or equal to the area of the end surface 221 of the fin 22.

With such an arrangement, the end surface 221 of the fin 22 can completely abut against the step surface 14 of the insert table 10, so as to ensure that the force-bearing area between the fin 22 and the insert table 10 is maximized.

In one embodiment of the present invention, the area of the step surface 14 of the platform 10 is 1 to 2 times the area of the end surface 221 of the fin 22.

By the arrangement, the end face 221 of the fin 22 can be completely abutted against the step face 14, so that the maximum stress area is realized, and the phenomenon that the fin 22 cracks or even breaks in the butt joint process due to the fact that the elastic expansion of the fin 22 is too large when the butt joint is caused by the overlarge cross section of the inserting table 10 in the circumferential direction can be prevented.

In one embodiment of the present invention, the number of fins 22 is 6, and 6 fins 22 are annularly arrayed on the extension 13 of the base 20.

So set up, be convenient for fin 22 carry out elastic expansion and elastic shrinkage, prolong fin 22's life.

It is understood that the number of fins 22 may be other, such as 2-8.

Referring to fig. 5 to 9, fig. 5 is a cross-sectional view of a quick docking mechanism 200 according to an embodiment of the present invention; fig. 6 is a cross-sectional view of the first pile 301, the reinforcing bar 310, the first pre-embedded element 210 and the platform 10 according to an embodiment of the present invention; fig. 7 is a cross-sectional view of the second pile 302, the reinforcement bar 310, the second embedded element 220 and the base 20 according to an embodiment of the present invention; FIG. 8 is a schematic view of the quick docking mechanism 200 shown in FIG. 5 in use; fig. 9 is a partially enlarged view of a portion a in fig. 8.

A fast docking mechanism 200 comprises a first pre-embedded element 210, a second pre-embedded element 220 and the fast docking assembly 100; the fixing part of the inserting table 10 is connected to the first pre-buried element 210, the base 20 is connected to the second pre-buried element 220, and one end of the steel bar 310 is connected to the first pre-buried element 210 or the second pre-buried element 220; the reinforcing steel bars 310 connected with the first embedded elements 210 and the reinforcing steel bars 310 connected with the second embedded elements 220 are connected through the quick butt joint assembly 100.

The quick butt joint mechanism 200 can quickly connect the first embedded element 210 and the second embedded element 220, so that the construction time is saved, and the connected first embedded element 210 and the connected second embedded element 220 are high in firmness and particularly good in tensile property.

In an embodiment of the present invention, the outer wall of the first pre-embedded element 210 relatively close to one end of the steel bar 310 is a non-circular polygon; and/or the presence of a catalyst in the reaction mixture,

the outer wall of the second embedded element 220 close to one end of the steel bar 310 is a non-circular polygon.

Thus, the first embedded element 210 and the second embedded element 220 are convenient to install and fix.

In an embodiment of the present invention, the ends of the first embedded element 210 or the second embedded element 220 connected to the reinforcing bars 310 both have a contraction opening, the ends of the reinforcing bars 310 connected to the first embedded element 210 or the second embedded element 220 have an upset 311, and the contraction opening is used for limiting the upset 311 of the reinforcing bars 310; or,

so set up, it is simple and convenient to be connected between first pre-buried component 210 or second pre-buried component 220 and the reinforcing bar 310, and the engineering time is short, and the fastness of connection is high.

In one embodiment, the inner walls of the first fastener insert 210 or the second fastener insert 220 are tapered inwardly to form a tapered opening. It is understood that in other embodiments, both the inner wall and the outer wall of the first fastener insert 210 or the second fastener insert 220 may be shrunk inward to form a shrink opening.

In an embodiment of the present invention, the first embedded element 210 or the second embedded element 220 is screwed to the steel bar 310.

So set up, be provided with the screw thread on the reinforcing bar 310 and can increase the adhesive force between reinforcing bar 310 and the concrete 320 for combine closely between reinforcing bar 310 and the concrete 320, the two can coordinate the cooperation, bear external force jointly, increase precast pile 300's stress strength.

It is understood that other connection forms, such as welding, riveting, gluing, etc., may also be used between the first embedded element 210 and the platform 10 and between the second embedded element 220 and the base 20.

The use process of the quick docking mechanism 200 is as follows: the first embedded element 210 is installed at the end of the steel bar 310 in the first pile body 301 through a shrink-fit or threaded connection in a factory or a construction site, and the second embedded element 220 is installed at the end of the steel bar 310 in the second pile body 302 through a shrink-fit or threaded connection. Installing the inserting table 10 on the first embedded element 210 and the base 20 on the second embedded element 220 in a construction site; burying the second pile 302 underground, keeping the second pre-buried element 220 above the horizontal plane (generally, the height of the part of the second pile 302 above the horizontal plane is about 1 m), coating a glue coating (not shown) on the surface of the second pile 302, and making the glue coating flow into the inner cavity of the second pre-buried element 220; the first pile body 301 is spliced with the second pile body 302 through a crane or other modes, during splicing, the axes of the first embedded element 210 and the second embedded element 220 are approximately aligned, pressure is applied to the first embedded element, so that the inserting platform 10 is inserted into the base 20 (the butt joint process of the quick butt joint assembly 100 can be completed only by the weight of the first precast pile per se on part of construction sites, external force does not need to be applied), and when the inserting part 12 of the inserting platform 10 penetrates through the base 20, sound is generated, so that the installation completion can be judged. Most of the glue coating layers are extruded between the first embedded element 210 and the second embedded element 220, between the base 20 and the second embedded element 220, between the inserting table 10 and the second embedded element 220, and between the inserting table 10 and the base 20 in the installation process, and a small part of the glue coating layers are extruded between the inserting table 10 and the first embedded element 210. It will be appreciated that, because there are typically multiple rebars 310 in the precast pile 300, it is necessary to simultaneously dock the quick docking mechanisms 200 on multiple rebars 310.

In one embodiment, the inserting table 10 is connected with the first embedded element 210 by a thread; and/or, the base 20 is connected with the second embedded element 220 by a screw thread.

In one embodiment, for convenience of processing, the first embedded element 210 or the second embedded element 220 may be directly provided with through threads, one end of which is used for connecting the reinforcing bars 310, and the other end of which is used for connecting the quick docking assembly 100.

It is understood that in other embodiments, other connection methods, such as snap connection, welding, riveting, etc., may be adopted between the socket 10 and the first fastener element 210, and between the base 20 and the second fastener element 220.

In one embodiment, an annular protrusion 211 is disposed at one end of the first embedded element 210 and/or the second embedded element 220 connected to the quick connection assembly.

So set up, annular lug 211 can homogenize prestressing force for the prestressing force that the steel reinforcement cage can bear when prestretching is carried out is bigger, prevents that first embedded component 210 or second embedded component 220 from damaging.

In one embodiment, the outer diameter of the annular protrusion 211 gradually decreases from the end of the first fastener element 210 and/or the second fastener element 220 to the middle.

With such an arrangement, the annular bump 211 can further homogenize the prestress, and the phenomenon of abrupt change of the angle of the outer wall surface (such as two mutually perpendicular surfaces) does not exist, so that the prestress loss can be prevented.

It is understood that in other embodiments, the annular protrusion 211 with other shapes, such as rectangular or trapezoidal annular protrusion 211 with a cross section in the axial direction, may be used.

Preferably, the outer peripheral wall of the annular protrusion 211 is a curved surface. It is understood that in other embodiments, the outer peripheral wall of the annular protrusion 211 may have other shapes such as a slope.

So set up, can further reduce the loss of stress, and have excellent homogeneous prestress effect.

It should be noted that the first embedded element 210 and the second embedded element 220 may be of the same type or different types, and may be selected according to a working condition.

Referring to fig. 10, fig. 10 is a cross-sectional view of a precast pile 300 according to an embodiment of the present invention.

The precast pile 300 is manufactured by arranging the steel bars 310 according to the stress requirement after forming to form a steel bar cage, pre-stretching the steel bar cage to generate prestress to offset or reduce the tensile stress generated by external load, so that no crack is generated or the time for generating the crack is prolonged under the condition of normal use of the steel bars 310; the reinforcement cage is placed into a mold after being formed, then concrete 320 is poured into the mold, a centrifugal mode is started if a hollow precast pile 300 needs to be made, the precast pile is placed in the mold in a standing mode if an entity pile needs to be made, and the precast pile 300 is formed after drying and demolding after being formed. The pile manufacturing method is simple, and the manufactured precast pile 300 is high in strength, flexible in construction site and low in cost.

The precast pile 300 is connected by opposing the reinforcing bars 310 connected to the first pre-embedded elements 210 to the reinforcing bars 310 connected to the second pre-embedded elements 220 and using the quick coupling assembly 100 when connecting two precast piles 300.

Preferably, the steel bar 310 is a steel bar for prestressed concrete 320. The PC steel bar has the advantages of high strength and toughness, low looseness, strong bond force with the concrete 320, good weldability and upsetting property, material saving and the like.

It is understood that in other embodiments, other types of rebar 310 are possible, such as stainless steel rods, hot rolled steel rods, medium strength pre-stressed wires, stress-relief wires, steel strands, pre-stressed threaded rebar, and the like.

In an embodiment of the present invention, the reinforcing bars 310, the first embedded elements 210 and the second embedded elements 220 are all pre-embedded into the concrete 320 in advance to become embedded elements.

It is understood that in other embodiments, the first embedded element 210 and the second embedded element 220 can be connected with the steel bar at a later stage. The operation steps are that the concrete at the end of the precast pile 300 is chiseled to expose the steel bar 310, and then the first embedded element 210 or the second embedded element 220 is connected to the end of the steel bar 310.

In an embodiment of the present invention, the precast pile 300 is a hollow tubular pile.

It is understood that in other embodiments, the precast pile 300 may also be a hollow square pile, a solid tubular pile, a solid square pile, a solid pointed pile or other special-shaped piles.

In one embodiment, the reinforcement cage is subjected to a tensioning step and a relaxation step. The tensioning step is to apply prestress to the reinforcement cage in advance so that the reinforcement cage bears compressive stress and further generates certain deformation to improve the load which can be borne by the reinforcement cage, wherein the load comprises the self weight of a component, wind load, snow load, earthquake load action and the like; because the prestress applied in the tensioning step is larger, in order to reduce the prestress loss of the reinforcement cage, the tensioning step is required.

In one embodiment, after the first pile body 301 and the second pile body 302 are butted, a pile hoop 330 is arranged on the peripheral wall of the precast pile 300 after the butting is completed, and the pile hoop 330 is used for fastening the butted part of the first pile body 301 and the second pile body 302 to prevent the first pile body 301 and the second pile body 302 from being misplaced in service.

The utility model provides a quick docking mechanism 200 only needs to connect first embedded component 210 or second embedded component 220 in the one end of reinforcing bar 310, can link to each other through quick docking subassembly 100 between two reinforcing bars 310, connects portably to joint strength is high, and especially tensile properties is good.

In the description of the present invention, it should be understood that the orientation or positional relationship indicated by the orientation words such as "front, back, up, down, left, right", "horizontal, vertical, horizontal" and "top, bottom" etc. are usually based on the orientation or positional relationship shown in the drawings, and are only for convenience of description and simplification of description, and in the case of not making a contrary explanation, these orientation words do not indicate and imply that the device or element referred to must have a specific orientation or be constructed and operated in a specific orientation, and therefore, should not be interpreted as limiting the scope of the present invention; the terms "inner and outer" refer to the inner and outer relative to the profile of the respective component itself.

It will be appreciated by those skilled in the art that the above embodiments are only for illustrating the present invention and are not to be taken as limiting the present invention, and that suitable modifications and variations of the above embodiments are within the scope of the invention as claimed.

Claims

1. A quick butt joint assembly (100) is characterized by comprising a plug-in platform (10) and a base (20), wherein the plug-in platform (10) comprises a first fixing part (11), a plug-in part (12) and an extending part (13) positioned between the first fixing part (11) and the plug-in part (12), the plug-in part (12) is convexly arranged on the extending part (13), and a step surface (14) is formed between the plug-in part (12) and the extending part (13); the base (20) comprises a second fixing part (21) and a plurality of fins (22) connected to the second fixing part (21), and the plurality of fins (22) are arranged in a surrounding mode; the inserting table (10) can penetrate through openings formed by enclosing a plurality of fins (22) through elastic expansion of the fins (22), the fins (22) can elastically contract and enclose the extending parts (13), and the end surfaces (221) of the fins (22) and the step surfaces (14) of the inserting table (10) are oppositely arranged;

the base (20) is fixedly installed on a first embedded element (210) in a first pile body (301), and a first fixing part (11) of the inserting platform (10) is fixedly installed on a second embedded element (220) in a second pile body (302); when the first pile body (301) and the second pile body (302) are bonded to each other, a gap (30) is formed between an end surface (221) of the fin (22) and a step surface (14) of the insert table (10).

2. The quick docking assembly (100) of claim 1, wherein the depth of the gap (30) in the insertion direction is 1mm to 10 mm.

3. The quick docking assembly (100) of claim 1, wherein the angle between the fin (22) and the axis of the base (20) is between 5 ° and 60 ° when the fin (22) elastically contracts and closes the extension (13).

4. The quick docking assembly (100) of claim 1, wherein the end face (221) of the fin (22) is in surface contact with the step face (14) of the docking station (10).

5. The quick docking assembly (100) of claim 1, wherein the area of the step face (14) of the docking station (10) is greater than or equal to the area of the end face (221) of the fin (22).

6. The quick docking assembly (100) of claim 5, wherein the insert table (10) step face (14) has an area 1 to 2 times the area of the end face (221) of the fin (22).

7. The quick docking assembly (100) of claim 1, wherein said fins (22) are 6, 6 of said fins (22) being annularly arrayed on said extension (13) of said base (20).

8. A quick docking mechanism (200) comprising a first pre-embedded element (210), a second pre-embedded element (220) and a quick docking assembly (100) according to any one of claims 1 to 7; the first fixing part (11) of the inserting table (10) is connected to the first embedded element (210), and the second fixing part (21) of the base (20) is connected to the second embedded element (220); the first embedded element (210) and the second embedded element (220) are connected through the quick butt joint assembly (100).

9. The quick docking mechanism (200) as claimed in claim 8, wherein the outer wall of the first embedded element (210) relatively close to one end of the steel bar (310) is a non-circular polygon; and/or the presence of a catalyst in the reaction mixture,

the outer wall of one end, close to the reinforcing steel bar (310), of the second embedded element (220) is in a non-circular polygon shape.

10. The quick docking mechanism (200) as claimed in claim 8, wherein the first embedded element (210) and the second embedded element (220) each have a contraction port for connecting with a steel bar (310), and the end of the steel bar (310) connected with the first embedded element (210) or the second embedded element (220) has an upset (311), and the contraction port is used for limiting the upset (311) of the steel bar (310); or,

the first embedded element (210) and the second embedded element (220) are provided with internal threads and are used for being in threaded connection with a steel bar (310).