KR20080111892A - The connector of clinbing member for landscape architecture and constructing method using thereof - Google Patents

The connector of clinbing member for landscape architecture and constructing method using thereof Download PDF

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Publication number
KR20080111892A
KR20080111892A KR1020070060416A KR20070060416A KR20080111892A KR 20080111892 A KR20080111892 A KR 20080111892A KR 1020070060416 A KR1020070060416 A KR 1020070060416A KR 20070060416 A KR20070060416 A KR 20070060416A KR 20080111892 A KR20080111892 A KR 20080111892A
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KR
South Korea
Prior art keywords
coupler
tension
socket
tension member
pin
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KR1020070060416A
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Korean (ko)
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이희철
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이희철
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Priority to KR1020070060416A priority Critical patent/KR20080111892A/en
Publication of KR20080111892A publication Critical patent/KR20080111892A/en

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    • EFIXED CONSTRUCTIONS
    • E01CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01DCONSTRUCTION OF BRIDGES, ELEVATED ROADWAYS OR VIADUCTS; ASSEMBLY OF BRIDGES
    • E01D19/00Structural or constructional details of bridges
    • E01D19/16Suspension cables; Cable clamps for suspension cables ; Pre- or post-stressed cables
    • EFIXED CONSTRUCTIONS
    • E01CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01DCONSTRUCTION OF BRIDGES, ELEVATED ROADWAYS OR VIADUCTS; ASSEMBLY OF BRIDGES
    • E01D21/00Methods or apparatus specially adapted for erecting or assembling bridges
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04CSTRUCTURAL ELEMENTS; BUILDING MATERIALS
    • E04C5/00Reinforcing elements, e.g. for concrete; Auxiliary elements therefor
    • E04C5/08Members specially adapted to be used in prestressed constructions
    • E04C5/12Anchoring devices
    • E04C5/125Anchoring devices the tensile members are profiled to ensure the anchorage, e.g. when provided with screw-thread, bulges, corrugations
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04CSTRUCTURAL ELEMENTS; BUILDING MATERIALS
    • E04C5/00Reinforcing elements, e.g. for concrete; Auxiliary elements therefor
    • E04C5/16Auxiliary parts for reinforcements, e.g. connectors, spacers, stirrups

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  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Bridges Or Land Bridges (AREA)

Abstract

The present invention relates to a tension coupler and a method of connecting a tension member using the same, and more particularly, to a tension coupler and a method of connecting a tension member using the same, so as to easily and firmly connect the steel structure and the tension bar or strand. .

The present invention is connected to the lug plate 21 provided at one end of the male screw portion 11 formed at the end of the tension member 10 provided at the fixed end of the building or bridge, and provided at the tension end 20 of the building or bridge. In the tension coupler 100 having a coupler such that the other end is coupled to apply a tensile force to the tension member 10, the coupler 110 is connected to the tension member 10, one end is fixed to the fixed end, The female screw 111 is formed to have a predetermined length in the axial direction so as to be engaged with the male screw portion 11 formed at the end of the tension member 10, while the connecting means is connected to the tension end 20 which is fixed to a building or a bridge so as not to rotate. The through hole 112 is formed at the other end to be coupled to the axial direction so as to be freely rotatably coupled to each other, and when the tensile force is generated when the tension member 10 is tensioned, the tension end 20 is connected. Axially from Sudan Characterized in that the fall so as not escape.

Description

Tension Coupler and Method for Connecting and Using Tensile Members Using the Same {THE CONNECTOR OF CLINBING MEMBER FOR LANDSCAPE ARCHITECTURE AND CONSTRUCTING METHOD USING THEREOF}

1 is an exploded perspective view showing an embodiment of a preferred tensile coupler of the present invention,

2 is an explanatory view showing a longitudinal section in an assembled state in which FIG. 1 is provided at a tension end;

3 is an exploded perspective view showing an embodiment of a preferred tensile coupler of the present invention;

4 is an explanatory view showing a longitudinal section in an assembled state in which FIG. 3 is installed in a bridge;

5 is an exploded perspective view showing a third embodiment of the preferred tensile coupler of the present invention;

6 is an explanatory view showing a longitudinal section in an assembled state in which FIG. 5 is installed in a bridge;

7 is a cross-sectional view of another embodiment to prevent the connecting pin of the tension end constituting the tension coupler of the present invention to move upward in the axial direction by the movement preventing means fixed to the coupler,

8 is a longitudinal sectional view showing a fourth embodiment of the preferred tension coupler of the present invention;

9 is a longitudinal sectional view showing a fifth embodiment of the preferred tension coupler of the present invention;

10 is a longitudinal sectional view showing a six embodiment of the preferred tension coupler of the present invention;

11 is a longitudinal sectional view showing a seven embodiment of the preferred tension coupler of the present invention;

12 is a longitudinal sectional view showing an eight embodiment of the preferred tension coupler of the present invention;

13 is an exploded perspective view showing a nine embodiment of the preferred tensile coupler of the present invention;

14 is an assembled longitudinal cross-sectional view of FIG. 13;

15 is a longitudinal sectional view showing a tenth embodiment of a preferred tension coupler of the present invention;

16 is an exploded cross-sectional view of FIG. 15;

17 is an embodiment showing a method for constructing the tension coupler of the present invention.

<Description of the symbols for the main parts of the drawings>

10: tension member 11: male thread portion

20: tensile end 21: lug plate

100: tension coupler 110: coupler

111: female thread 112: through hole

113: slot hole 113a: locking jaw

113b: female thread 120: connecting pin

121: head portion 122: pin portion

130: socket (tensile bracket) 131: coupling portion

132: coupling portion 140: pin

150: connection pin movement preventing means 151: connection pin movement preventing member

160: socket 170: coupling member

180: fastening member

The present invention relates to a tension coupler and a method of connecting a tension member using the same, and more particularly, a tension coupler and a method of connecting a tension member using the same to enable easy and firm connection between the steel structure and the tension bar or strand. It is about.

In general, in the construction of stadiums, airports, bridges and structures, heavy steel structures are used in large quantities, and these steel structures are connected to the support or the ceiling by tension members such as high tensile tension bars and strands. At this time, the tension member used in the diameter is typically varied from tens of mm to hundreds of mm. The tension member is connected to the steel weight or support, a large tensile force is applied to the tension member by the weight of the steel weight, it is difficult to properly connect the tension member and the tension member by the weight of the tension member itself.

As the tension member is interconnected, a turnbuckle is employed. A turnbuckle is provided with through-holes formed with right and left threads at both ends, and the tension member and the tension member are interconnected by screwing the ends of the tension member to the turnbuckle. . The turnbuckle interconnecting the tension member and the tension member is then rotated or reverse rotated to pull the tension member and another tension member so that a predetermined tension force is applied to both tension members.

However, the tensile force acts in the direction of exiting the turnbuckle by the weight of the steel weight or the weight of the tension member itself, and thus a large friction force is applied between the screw of the turnbuckle and the screw of the tension member. The buckle must be rotated to pull the tension member and the tension member, but it is difficult to rotate the turnbuckle due to the frictional force as described above, and thus it is difficult to pull the tension member and the tension member so that a predetermined tension force is applied.

In addition, when the elongation of the other tension member connected to the tension member is different, there is a problem that it is more difficult to rotate the turnbuckle to pull the tension member and the other tension member.

In order to solve such problems in the related art, the name of the invention of Patent No. 351993 is disclosed in the Republic of Korea Patent Office "tension coupler and the method of connecting the tension rods using the same" and the designation of the registered utility model No. 247630 "tension connector unit" is known. As such, the tension coupler and the tension connector are provided with a tension means so that a predetermined tension force can be applied to the tension member so that the turnbuckle or nut rotates smoothly so that the tension member can be easily pulled out.

However, this Patent No. 351993 has a problem that the tension means is very troublesome to install and disassemble the tension means in order to apply a tension force to the tension member, the workability is reduced. In addition, the screw on both ends deformed by the difference in elongation cannot be rotated because the pitch interval is changed and the friction force is increased. Of course, if the buckle is rotated by applying the tension force in advance by using the tensioning means, it will go back several times. After the rotation is made there is a problem that the tension means do not help to interfere with the rotation.

In addition, utility model No. 247630 has a problem in that installation costs are very expensive since separate parts and hydraulic devices are complicated in structure, and the lower part is fixed so as not to rotate, thereby serving as a rotating connector. There is a structure that can not be, there is a troublesome work.

The present invention has been made to solve the above problems, the structure is simple, but is installed between the same tensile member, as well as between the tension member and the tension member is different elongation, to apply a tensile force to the tension member It is a first object of the present invention to provide a tension coupler configured to be easy and a method for connecting and connecting a tension member using the same.

The present invention provides a tension coupler and a method of connecting a tension member using the same, which are capable of simply absorbing the compressive force or fatigue shock transmitted from the tension member on the tension end side to the tension member on the fixed end side by a nut fastened to the coupler. There is a second purpose.

The present invention for achieving the above object, while one end is fastened to the male thread formed on the end of the tension member installed on the fixed end of the building or bridge, the other end is fastened to the socket installed on the tension end of the building or bridge In a tension coupler having a coupler to apply a tensile force to the member, the coupler is connected to the tension member fixed to the fixed end in one direction, the female thread is fixed in the axial direction so as to be engaged with the male thread formed at the end of the tension member On the other hand, the through-hole is formed at the other end so as to be fitted in the axial direction so as to be relatively freely rotatably coupled through the connecting means to the tension end fixed to the building or the bridge so as not to rotate. When the tensile force is generated during the tension is pulled away in the axial direction from the connecting means of the tension end That the so characterized.

In the tension coupler of the present invention, the connecting means is inserted into the through hole, and the connecting pin is caught by the head, and the socket is coupled to one end hinged to the tension end, so that the end of the connecting pin is inserted into the socket to prevent movement in the axial direction. Included pins.

The tension coupler of the present invention is characterized in that the coupler is provided with at least one slot hole or coupler rotating hole formed to be orthogonal to the axial direction at a predetermined position in the axial direction.

The tension coupler of the present invention is characterized in that the head of the connecting pin has a tapered shape having a smaller diameter toward the tension end and a larger diameter toward the fixed end, and is seated in close contact with the tapered head in the slot hole of the coupler. do.

The tension coupler of the present invention is connected to at least one of the axial direction or the direction orthogonal to the coupler is coupled to the coupling pin movement prevention to prevent the head portion of the connecting pin constituting the connecting means to prevent movement in the axial direction It further comprises a means.

The connecting means constituting the tension coupler of the present invention includes a bolt portion of the tension end and one end of which is fitted so as to be rotatable with a pin, and the other end of the predetermined length is fitted with a through hole of the coupler. A socket, a pin that is a release preventing means which is inserted into a state orthogonal to the axial direction at a predetermined position in the axial direction of the coupler and the bolt part, and the lock nut which is fastened to prevent the socket from being detached from the coupler, and the lock nut fastened to the bolt part. It is characterized by including.

The connecting means constituting the tension coupler of the present invention, the lug plate of the tension end and one end is fitted to be rotatably coupled to the pin, the other end of the predetermined length is inserted into the socket and the through hole of the coupler The connecting pin is inserted from the fixed end side to the tension end to protrude a predetermined length toward the tension end, and the connection pins are seated by being caught by the head caught in the engaging jaw formed at the boundary of the through hole, and the ends of the socket and the connection pin are fitted at both ends. Auxiliary coupler having a constant diameter and length, characterized in that the socket and the connecting pin made of a connecting pin inserted through the outer peripheral surface of the auxiliary coupler so as not to fall out of the auxiliary coupler.

The connecting means constituting the tensile coupler of the present invention is characterized in that the right screw is formed at the shaft center of the auxiliary coupler, and the right screw is formed at the end of the socket and the connecting pin to form a fastening.

The connecting means constituting the tension coupler of the present invention, the lug plate and the one end of the tension end is inserted into the pin rotatably coupled, and the other end of the predetermined length and the socket protruding in the form of the right screw is formed; A threaded portion having a right-hand thread is inserted into the through hole through the slot hole of the coupler, but is inserted into the tension end from the fixed end side to protrude a predetermined length toward the tension end, and the head is caught by the locking jaw formed at the boundary of the through hole. The connection pins, characterized in that consisting of the auxiliary coupler is fastened to both ends of the threaded portion of the socket and the connection pin.

The connecting means constituting the tension coupler of the present invention, the lug plate and the one end of the tension end is fitted into the pin is coupled to the other end of the through hole is formed while the other end of the socket with a locking step formed inside the through hole; In the circumferential direction of the coupler is inserted at one end of the socket is fixed to the locking jaw by the head is fixed and the end is protruded into the hole and the end of the connecting pin inserted into the through hole of the coupler in the circumferential direction of the coupler And a fixing pin inserted into the center direction and fixed to the socket, and a connecting pin stop pin fitted to the socket in the center axial direction from the outer circumferential surface thereof so that the head of the connection pin does not move in the axial direction of the socket.

The tension coupler of the present invention has a male coupler and one end of a tension member installed at a fixed end of a building or a bridge, while the other end is fastened to a lug plate provided at the tension end of a building or a bridge, thereby applying a tensile force to the tension member. The inner coupler is fastened to the male threaded portion of the tension member installed at the fixed end, and the coupler is fastened to the outer diameter of the inner coupler, and the coupler is connected to the tension member fixed to the fixed end at one end thereof. The coupler is relatively freely rotated by means of connecting means to a tension end which is fixed to a building or a bridge so that a female thread has a predetermined length in the axial direction so as to be connected to a male thread formed in the inner coupler of the fixed end. The through-hole is formed at the other end portion so as to be fitted and coupled in the axial direction, and the tension portion of the fixed end is provided. When a tensile force is generated when the material is tensioned, it is configured to be axially disengaged from the connecting means of the tension end so as not to be separated. In addition to the female screw portion is formed in the center, the outer peripheral surface is characterized in that the male screw portion is formed to be fastened to the female screw formed on the inner peripheral surface of the coupler.

The connecting means constituting the tension coupler of the present invention includes a socket fixed to the lug plate of the tension end, a tension member connected to the socket by wire or formed directly on the socket, and a male screw formed on the outer peripheral surface of the tension member. Lock nut is fastened to the portion, and the inner end surface of the coupler is characterized in that consisting of the head nut is fastened to the male screw portion so that only the end of the tension end can not rotate from the coupler.

According to the method of connecting a tension member using the tension coupler of the present invention, a male screw part configured at an end of a tension member connected to a fixed end of a building or a bridge is fastened to a lug plate provided at a tension end of a building or a bridge. The coupler is coupled to the other end to be pulled by the tension member, but the coupler coupled to the male screw portion of the tension member and the socket fixed to the lug plate of the tension end may move in the axial direction, but is connected so as not to fall out. The tensile end of the coupler is characterized in that it comprises the step of installing a connecting means for the rotation is freely connected to the socket.

Connection method of the tension member using the tension coupler of the present invention, the step of screwing the lock nut to the male thread formed on the end of the tension member connected to a fixed end, such as a truss of the building or bridge, and the building or Coupling the socket constituting the connecting means to the lug plate provided at the tension end of the bridge with a pin, inserting the connecting pin into the coupler constituting the tensile coupler, and connecting the pin and the socket protruding from the end of the coupler. Connecting with a pin, connecting the other end of the coupler with a male screw of the tension member, and applying a predetermined tension force between the lock nut and the connecting means to easily apply the rotational force to the coupler. It is characterized by including.

In the connection construction method of the tension member using the tension coupler of the present invention, the step of applying the tensile force, the step of coupling the tension frame to the locking jaws of the lock nut and the socket, respectively, and installing the hydraulic cylinder on the tension frame And applying hydraulic pressure to the hydraulic cylinder while measuring the hydraulic pressure applied by the hydraulic jack to the hydraulic cylinder by the hydraulic gauge.

Connection method of the tension member using the tension coupler of the present invention, characterized in that it further comprises the step of removing the tension frame and the hydraulic cylinder by removing the shaft pin from the cylinder rod of the hydraulic cylinder in the tension frame.

In the connecting construction method of the tension member using the tension coupler of the present invention, the connecting pin is inserted into the coupler and then the connecting pin is prevented from moving in the axial direction of the coupler and the connecting pin does not rotate when the coupler is rotated. It is characterized in that it further comprises the step of being coupled to the connection pin movement preventing means in at least one of the direction orthogonal to the axial direction or the axial direction of the coupler.

The method of connecting the tension member using the tension coupler of the present invention includes the steps of screwing the lock nut to a male thread that is a right hand thread formed at an end of the tension member connected to a fixed end such as a truss of a building or a bridge; Coupling a socket constituting a connecting means to a lug plate provided at the tension end of the building or the bridge with a pin, and fastening the lock nut to a male thread that is a right-hand thread of the socket; Installing an anti-separation means so that the socket and the coupler do not fall out in the axial direction with one end inserted in a predetermined length in the axial direction, connecting the other end of the coupler with the male screw portion of the tension member, and the lock nut And applying a predetermined tensile force between the lock nuts, which are the connecting means, to easily apply the rotational force to the coupler. And that is characterized.

The method of connecting the tension member using the tension coupler of the present invention includes the steps of screwing the lock nut to a male thread that is a right hand thread formed at an end of the tension member connected to a fixed end such as a truss of a building or a bridge; Coupling a socket constituting a connecting means to the lug plate provided at the tension end of the building or the bridge with a pin, and inserted into the tension end from the fixed end side of the coupler and protruding a predetermined length toward the tension end at the boundary of the through hole. Inserting the connecting pins to be rotatably seated on the formed locking jaw, and inserting end portions of the sockets and the connecting pins at both ends of the auxiliary couplers, respectively, so that the sockets and the connecting pins do not fall out of the auxiliary couplers. Inserting a connecting pin through the outer circumferential surface of the lock auxiliary coupler, and the other end of the coupler and the Applying a predetermined tension to the step of connecting the male screw portion of the long member, and between the auxiliary coupler means and the lock nut is characterized in that it comprises the step of applying a rotating force to the coupler easily.

In the connection construction method of the tension member using the tension coupler of the present invention, the thread is formed at the end of the socket and the connection pin in the step of inserting the ends of the socket and the connection pin to both ends of the auxiliary coupler, respectively, the auxiliary coupler Edo is characterized in that it is fastened in a state in which a female thread is formed.

The method of connecting the tension member using the tension coupler of the present invention includes the steps of screwing the lock nut to a male thread that is a right hand thread formed at an end of the tension member connected to a fixed end such as a truss of a building or a bridge; Coupling the socket constituting the connecting means to the lug plate provided at the tension end of the building or the bridge with a pin, and inserted into the tension end from the fixed end side of the coupler and protruding a predetermined length toward the tension end by the through hole and the slit groove. Inserting the connecting pin into the slit groove so that the head is caught by the locking jaw formed in the slit groove so as to allow only the synchronous rotation with the coupler; and fastening the auxiliary coupler to the right screw formed at the end of the socket and the connecting pin; Connecting an end portion to a male screw of the tension member, and between the lock nut and an auxiliary coupler as a connecting means. Applying a predetermined tensile force will be characterized by including the step of applying a rotating force to the coupler easily.

Connection method of the tension member using the tension coupler of the present invention, characterized in that it further comprises the step of moving from the connecting pin side to the socket by rotating the auxiliary coupler in the axial direction.

The method of connecting the tension member using the tension coupler of the present invention includes the steps of screwing the lock nut to a male thread that is a right hand thread formed at an end of the tension member connected to a fixed end such as a truss of a building or a bridge; Coupling the socket constituting the connecting means to the lug plate provided at the tension end of the building or the bridge with a pin, and the connecting pin is inserted at the end at which the socket is fixed by the pin, and the head is caught by the locking jaw formed in the axial direction. The rotation is fixed freely and the end is protruded into a hole formed at the other end of the socket, and the fixing pin is inserted from the circumferential direction to the center direction of the coupler to prevent the end of the connecting pin inserted into the through hole of the coupler in the axial direction. Fixing step, the socket is fitted in the direction of the center axis from the outer peripheral surface of the head of the connecting pin Inserting a connecting pin stop pin to prevent movement in the axial direction of the socket; connecting the other end of the coupler to the male thread of the tension member; and applying a predetermined tension force between the lock nut and the slit formed in the socket. It is characterized in that it comprises a step of easily applying a rotational force to the coupler.

Hereinafter, with reference to the accompanying drawings will be described an embodiment of the present invention;

Figure 1 is an exploded perspective view showing an embodiment of a preferred tension coupler of the present invention, Figure 2 is an explanatory view showing a longitudinal section in the assembled state in which Figure 1 is installed in the tension end.

1 and 2, one end is fastened to the male screw portion 11 formed at the end of the tension member 10 provided at the fixed end of the building or bridge, etc., the tension end of the building or bridge It relates to a tension coupler (100) having a coupler (110) to apply a tensile force to the tension member (10) by fastening the other end of the socket (130) to the lug plate (21) provided at (20) with a pin (140). .

Of course, the tension member 10 may be made of a tensile rod or PC strand, etc., if the tension member is made of a PC strand can be coated with a coating, of course, the male portion 11 and the socket 160 to be described later Of course, the lock nut 12 can be fastened so that the fastening length can be adjusted.

In accordance with an aspect of the present invention, the coupler 110 is connected to a tension member 10 having one end fixed to a fixed end, and is coupled to a male screw 11 formed at an end of the tension member 10. While a predetermined length is formed in the axial direction, the through hole at the other end is coupled to the tension end 20 which is fixed to the building or the bridge and is not rotated so as to be coupled in the axial direction relatively freely via the connecting means. In addition to the 112 is formed, when the tensile force is generated in the tension member 10 during tension is characterized in that the pull out in the axial direction from the connecting means of the tension end 20.

Here, the connecting means is inserted into the through hole 112, the connecting pin 120 is caught by the head 121, the socket 130 is hinged to one end to the tension end 20, and the socket 130 The pin 140 is inserted into the end of the connecting pin 120 is prevented from moving in the axial direction.

In addition, the coupler 110 may be provided with a slot hole 113 formed to be orthogonal to the axial direction and a coupler rotating hole 114 shown in FIG. 2 at a predetermined position in the axial direction. In addition, the female screw 111 may be formed to the middle of the slot hole 113 as shown in Figs. 1 and 2, and may be formed up to a portion where the through hole 112 starts, as shown in Figs. have.

In addition, the connecting pin 120 is fitted into the through hole 112 of the coupler 110, but is inserted into the tension end 20 toward the fixed end side to protrude a predetermined length toward the tension end 20, the through hole 112 ) And the head 121 is caught by the engaging jaw 113a formed at the boundary of the slot hole 113.

On the other hand, the socket 130 (tensile end bracket) is coupled to the protruding to the tensile end side of the connecting pin 120, one end is attached to the lug plate 21 installed on the tension end 20 of the building or bridge Coupling portions 131 and 132 having through holes 131a and 132a to be fixed, and a diameter of the coupling portion 131 and 132a have a small length, and a locking jaw 133 is formed to have a constant length.

In addition, through holes 131a and 132a are formed in the coupling parts 131 and 132 of the socket 130 to be rotatably coupled to the pin part 122 of the connecting pin 120 and the lug plate 21. Through holes 122a and 21a are formed in the pin portion 122 and the lug plate 21 of the 120, respectively, and the pins 140 are fitted into the through holes 131a and 132a and the through holes 122a and 21a, respectively. It is connected rotatably by).

Therefore, the tension end bracket 130 may be rotatably fixed to the coupler 110 by using the tension end bracket 130 on the lug plate 21 of the tension end 20. In addition, when the coupler 110 is rotated by inserting a rotary tool into the slot hole 113 or the coupler rotation hole 114, the tension end 20 does not rotate together with the connecting means, and the tension member on the fixed end side. The male screw portion 11 formed in the 10 and the female screw 111 formed in the coupler 110 are fastened so that the tensile force can be adjusted. At this time, since the tension member 10 is formed with a screw only toward the fixed end, the fastening is possible regardless of the elongation of the tension member 10.

In addition, as shown in Figures 3 and 4, the head 121 of the connecting pin 120 has a tapered shape of a small diameter toward the tension end 20 and a large diameter toward the fixed end, the coupler The slot hole 113 of 110 may also be seated in close contact with the tapered head 121.

Therefore, since the head 121 of the connecting pin 120 and the slot hole 113 of the coupler 110 are tapered to be in close contact with each other, the connecting pin 120 of the coupler 110 is easily structured to be advantageous in generating stress. It is not broken and solid.

In addition, as shown in FIGS. 5, 6, and 7, the coupling pin 120 is inserted into at least one of the axial direction or the direction orthogonal to the axial direction and coupled to the coupler 110 to form the connection means. The head 121 is characterized in that it further comprises a connection pin movement preventing means 150 to prevent movement in the axial direction.

Therefore, the head 121 of the connecting pin 120 does not move in the axial direction by the connecting pin moving ring means 150, so that when the strong wind is blown or when an external force is applied, it is more stable to fix the building or the bridge. Can be.

Here, the connecting pin movement preventing means 150 is formed in the slot hole 113 of the coupler 110 in the axial direction with an internal thread 113b, is inserted into the female screw 111 in the axial direction of the slot hole 113. It characterized in that it comprises a connection pin movement preventing member 151 is fastened to the female screw (113b) formed on the side wall to press the head 121 of the connection pin 120 to the tension end (20).

The connection pin movement preventing member 151 may be formed with a groove for rotation on the circumferential surface, and may be composed of a pin 152 fitted to the coupler 110 as shown in FIG. to be.

On the other hand, as shown in Figure 8, the connecting means, one end is fitted with the lug plate 21 of the tension end 20 is rotatably coupled to the pin 140, the other end of the predetermined length is The socket 160 having the bolt portion 161 fitted into the through-hole 112 of the coupler 110 and the bolt portion 161 are predetermined in the axial direction of the coupler 110 as shown in FIGS. 1 and 3. The lock nut is fastened to the pin 170 and the bolt portion 161, which are prevented from being pulled out from the coupler 110 by being fitted in a state perpendicular to the axial direction at the position. 171.

In addition, as shown in Figure 9, the connecting means, one end is fitted with the lug plate 21 of the tension end 20 is rotatably coupled to the pin 140, the other end of the predetermined length is The socket 160 having the bolt portion 161 fitted into the through-hole 112 of the coupler 110, and the bolt portion 161 is the axial direction of the coupler 110 as shown in Figs. At least one fastening preventing means 180 is fastened in the fitted state to prevent the socket 160 from being pulled out of the coupler 110, and the lock nut 171 is fastened to the bolt portion 161.

At this time, the fall prevention means 170 is the bolt portion 161 is long is to be fitted to the coupler 110 and to be fastened from the rear of the coupler.

Therefore, when the coupler 110 rotates in the forward and reverse directions, the bolt portion 161 of the socket 160 may rotate without falling out in the axial direction by the pin 170 and the nut 180, which are the fall prevention means. The coupler 110 is lengthened and shortened by the male threaded portion 11 of the tension member 10 and screwed to adjust the tension. That is, when the coupler 110 is rotated so that the tension end 20 is free to rotate so that only the male threaded portion 11 formed on the tension member 10 of the fixed end is generated in the tension member 10 Even if there is friction between pitches, it becomes easy to apply a tensile force.

In addition, in FIGS. 8 and 9, one end of the hydraulic device that applies the tensile force to the lock nut 171 and the other end of the hydraulic device is applied to the lock nut 12 described above to apply hydraulic pressure.

On the other hand, as shown in Figure 10, the connecting means, the lug plate 21 of the tension end 20, one end is fitted into the pin 140 is rotatably coupled, the other end of the predetermined length of the socket protruding 160 is inserted into the through-hole 112 of the coupler 110, but is inserted into the tension end 20 from the fixed end side to protrude a predetermined length toward the tension end 20, the boundary portion of the through hole 112 An auxiliary support pin 120 having a fixed diameter and a length such that the end of the socket 160 and the connecting pin 120 are fitted to both ends thereof so as to be seated by the head 121 being caught by the formed locking jaw 113a. Coupler 190, and the socket and the connecting pin is composed of a connecting pin 191 penetrated through the outer peripheral surface of the auxiliary coupler so as not to fall out of the auxiliary coupler.

Therefore, the auxiliary coupler 190 is easy to mount the support plate of the hydraulic device, this connection means is not rotated when the coupler 110 rotates so that the head 121 of the connection pin 120 is a coupler Since the synchronous rotation does not rotate with the auxiliary coupler 190 and the stop nut 12, when the tensile force is applied to the auxiliary coupler 190 and the stop nut 12 by the hydraulic device, the coupler 110 and the head 121 form a constant space and the coupler 110. By rotating the coupler, the coupler can be easily rotated without great resistance, thereby applying a tensile force to the tension member 10.

Meanwhile, as shown in FIG. 11, the connecting means forms a right screw at the center of the auxiliary coupler 190 in FIG. 10, and forms a right screw at the ends of the socket 160 and the connecting pin 120. It can be configured in the form of fastening.

Therefore, the auxiliary coupler 190 and the socket 160 and the connection pin 120 may be more firmly fixed.

In addition, as shown in Figure 12, the connecting means, one end is fitted with the lug plate 21 of the tension end 20 is rotatably coupled to the pin 140, the other end of the predetermined length of the right screw The socket 160 protruding in a formed state and a threaded portion having a right screw formed in the through hole 112 through the slot hole 113 of the coupler 110 are inserted into the tension end 20 from the fixed end side to be tensioned. Connection pin 120 and the socket 160 to protrude a predetermined length toward the end (20), the head 121 is caught by the engaging jaw 113a formed at the boundary of the through hole 112, the seat (121) The threaded portion of the pin 120 consists of auxiliary couplers 192 fastened to both ends, respectively.

Therefore, each of the auxiliary coupler 192 is fastened to the socket 160 having the right screw formed thereon, or after connecting the connection pin 120 to a predetermined length from the rear of the auxiliary coupler 192, the auxiliary coupler 192 or the socket ( 160) to combine to maintain a constant length. Then, when the coupler 110 is rotated, the coupler 110 is engaged with the bolt portion 11 of the right screw formed on the tension member 10 and moves toward the tension end 20, thereby generating a tensile force.

As shown in Figure 13 and 14, the connecting means, the lug plate 21 and one end of the tension end 20 is fitted into the pin 140, while the other end is formed with a through hole 211 A socket 210 having a locking jaw 212 formed inwardly of the through hole 211, and is fitted at one end of the socket 210 and is fixed by being caught by the head 221 at the locking jaw 212. In the circumferential direction of the coupler 110 to prevent the connecting pin 220 protruding into the hole 211 and the end of the connecting pin 220 fitted into the through hole 112 of the coupler 110 in the axial direction. Fixing pin 230 to be inserted and fixed in the center direction, the connecting pin stop pin is inserted in the center axis direction from the outer peripheral surface to the socket 210 is inserted so that the head of the connection pin 220 does not move in the axial direction of the socket 240.

Here, as for the socket 210, as shown in FIGS. 13 and 14, the slit 213 may be formed such that the connecting pin 220 is fitted in the outer circumferential surface and seated in the axial direction.

Reference numeral 12a is a rotary tool fitting groove for rotating the lock nut 12.

Therefore, when the hydraulic device applies tension to the slit 213 of the socket 210 and the lock nut 12 of the tension member 10 and rotates by inserting a tool into the coupler rotation hole 114 of the coupler 110, Since the head 221 of the connecting pin 220 is free to rotate and cannot move in the axial direction, the coupler 110 is rotated and fastened along the male threaded portion 11 of the tension member 10. Tensile force will be formed.

In addition, the tension coupler of the present invention, as shown in Figure 15 and 16, while one end is connected to the male screw portion 11 of the tension member 10 installed on the fixed end of the building or bridge, the tension end of the building or bridge The other end is fastened to the lug plate 21 installed in the (20) is provided with a coupler 110 to apply a tensile force to the tension member 10, to the male screw portion 11 of the tension member 10 installed at the fixed end The inner coupler 115 is fastened, and the coupler 110 is fastened to the outer diameter of the inner coupler, and the coupler 110 is connected to the tension member 10 having one end fixed to the fixed end, and the coupler 110 ), While the female thread 111 is formed to have a predetermined length in the axial direction so as to be connected to the male screw portion formed in the inner coupler of the fixed end, it is connected to the tension end 20 is fixed to the building or bridge, etc. Axially freely rotatable relative to The through hole 112 is formed at the other end to be fitted and coupled, and when a tensile force is generated when the tension member 10 of the fixed end is tensioned, it is deviated from the connecting means of the tension end 20 in the axial direction. The inner coupler 115 has a female screw portion 115a formed at an axial center so as to be fastened in a nut shape with a male screw portion 11 formed at an end of the tension member 10 installed at the fixed end. Also characterized in that the male screw portion (115b) is formed to be fastened to the female screw formed on the inner peripheral surface of the coupler (110).

Of course, the connecting means is a socket 130 which is fixed to the lug plate 21 of the tension end 20 with a pin 140, a tension member 135 connected to the socket by wire or directly formed in the socket, The lock nut 136 fastened to the male threaded portion 135a formed on the outer circumferential surface of the tension member 135 and the inner end surface of the coupler 110 so that the tension end 20 is rotated without falling off from the coupler 110. It consists of a head nut 137 fastened to the male screw portion (135a) to be possible only.

Accordingly, when the coupler 110 is rotated in one direction by applying tensile force to the lock nut 136 and the inner coupler 115, the inner coupler 115 and the coupler 110 are fastened to apply a tensile force to the fixed end.

Of course, at this time, the inner coupler 115 and the coupler 110 are right-hand threads, and the male coupler 11 of the inner coupler 115 and the tension member 10 may be formed of a left screw.

Hereinafter will be described the connection construction method of the tension member using the tension coupler of the present invention.

In the connection construction method of the tension member using the tension coupler of the present invention, the socket constituting the connecting means fixed to the lug plate 21 of the tension end 20 and the male screw portion 11 of the tension member 10 is fastened. Coupler 110 can be moved in the axial direction, but is connected so as not to fall out, and by the connecting means, the tension end 20 side of the coupler 110 has a step (S0) that the rotation is freely connected to the socket That's the point.

In the connection construction method of the tension member using the tension coupler according to an embodiment of the present invention, while tightening one end with the male screw portion 11 configured at the end of the tension member 10 connected to the fixed end of the building or bridge, The coupler is coupled to the lug plate 21 installed at the tension end 20 of the building or bridge to be pulled by the tension member 10, and the tension is connected to a fixed end such as a truss of the building or bridge. Screwing the lock nut 12 to the male threaded portion 11 formed at the end of the member 10 (S1), and connecting means to the lug plate 21 provided at the tension end 20 of the building or bridge. Coupling the socket 130 to the pin 140 (S2), inserting the connecting pin 120 to the coupler 110 constituting the tension coupler (100) (S3) of the coupler Connecting the connecting pin 120 and the socket 130 protruding from the end to the pin 140 (S 4), connecting the other end of the coupler and the male screw portion of the tension member (S5), and applying a predetermined tensile force between the lock nut 12 and the connecting means to facilitate the coupler 110. Applying the rotational force (S6).

Wherein the step of applying the tensile force as shown in Figure 17, the step of coupling the tension frame (311, 312) to the locking jaw 133 of the lock nut 12 and the socket 130 (S7), and Installing the hydraulic cylinder (321, 322) in the tension frame (S8) and applying the hydraulic pressure to the hydraulic cylinder while measuring the hydraulic pressure applied to the hydraulic jack 331 to the hydraulic cylinder (321,322) by the hydraulic gauge 341 (S9).

At this time, when the tool is inserted into the hole 114 of the coupler 110, the coupler 110 is easily turned to apply a tensile force to the tension member 10.

In addition, the step of removing the tension frame and the hydraulic cylinder by removing the shaft pin 351 in the cylinder rods (321a, 322a) of the hydraulic cylinder in the tension frame (S10).

Therefore, when the coupler 110 is rotated to apply the tensile force when supporting the building and the bridge by using the tension member 10, the connecting pin 120 of the connecting means fixed to the tension end 20 by the lug plate 21. It is possible to rotate the tensile end side by the) to rotate the coupler 110 irrespective of the difference in elongation rate.

In addition, the connecting pin 120 is inserted into the coupler 110 and then the connecting pin 120 is prevented from moving in the axial direction of the coupler 110 and the connecting pin 120 when the coupler 110 is rotated. ) Further comprises the step (S11) of engaging the connection pin movement preventing means 150 is fitted in at least one of the direction orthogonal to the axial direction or the axial direction of the coupler 110 without rotation. do.

Therefore, the connection pin movement preventing means 150 is installed on the coupler 110 to prevent shaking by strong wind or external force.

Another example of the connection construction method of the tension member using the tension coupler of the present invention, as shown in Figure 8 and 9, the male screw portion 11 configured at the end of the tension member 10 is connected to the fixed end of the building or bridge ) And one end, while the other end is fastened to the lug plate 21 installed in the tension end 20 of the building or bridge to connect the coupler to be pulled by the tension member 10, such as a truss of the building or bridge. Screwing the lock nut 12 to the male threaded portion 11, which is a right-handed thread formed at the end of the tension member 10 connected to the fixed end of the place (S21), and the tensioned end 20 of the building or bridge; Coupling the socket 160 constituting the connecting means to the lug plate 21 provided in the pin 140 (S22), and the lock nut 171 to the male screw portion 161, which is the right hand thread of the socket 160 Step of fastening (S23), and the male thread portion 161 of the socket 160 is a coupler (1) 10) the step of installing the release preventing means (170, 180) to prevent the socket 160 and the coupler 110 from falling in the axial direction in a state where a predetermined length is inserted in the axial direction (S24), and the other end of the coupler and Connecting the male screw portion of the tension member (S25) and the lock nut 12 and the lock nut 171 is a connection means by applying a predetermined tension force to easily apply the rotational force to the coupler 110 Step S26 is included.

Therefore, when a predetermined tensile force is applied between the lock nut 12 and the lock nut 171, the male screw portion 161 of the socket 160 can freely rotate with the coupler 110 and move freely in the axial direction. Of course, it can be of course not to fall out to facilitate the rotation of the coupler (110).

Another example of the connection construction method of the tension member using the tension coupler of the present invention, as shown in Figure 10, the male screw portion 11 and one end configured at the end of the tension member 10 connected to the fixed end of the building or bridge While fastening the other end to the lug plate 21 installed on the tension end 20 of the building or bridge to connect the coupler 110 to be pulled by the tension member 10, such as a truss of the building or bridge Screwing the lock nut 12 to the male threaded portion 11, which is a right-handed thread formed at the end of the tension member 10 connected to the fixed end of the place (S31), and the tensioned end 20 of the building or bridge; Coupling the socket 160 constituting the connecting means to the lug plate 21 provided in the pin 140 (S32), and the tension is inserted into the tension end (20) from the fixed end side of the coupler 110 Boundary portion of the through hole 112 to protrude a predetermined length toward the end (20) Inserting the connecting pin 120 so that the head 121 is caught and rotatably seated on the formed latching jaw 113a (S33), and ends of the socket 160 and the connecting pin 120, respectively, an auxiliary coupler ( 190 and a predetermined length of the both ends of the step (S34), and the socket and the connection pin penetrates through the outer circumferential surface of the auxiliary coupler so as not to fall from the auxiliary coupler step (S35) and the coupler 110, Step (S36) of connecting the other end of the male member 11 of the tension member 10 and the lock nut 12 and the predetermined coupler force is applied between the auxiliary coupler 190 as a connecting means Easily applying a rotating force to the coupler 110 (S37).

In addition, another example of the connection construction method of the tension member using the tension coupler of the present invention shown in Figure 11, the end of the socket 160 and the connecting pin 120 is fitted to a predetermined length at both ends of the auxiliary coupler 190 respectively. A thread is formed at the end of the socket and the connection pin in step S34, and the auxiliary coupler is fastened in a state in which a female thread is formed.

In addition, another example of the connection construction method of the tension member using the tension coupler of the present invention shown in Figure 12, the male screw portion 11 and one end configured at the end of the tension member 10 connected to the fixed end of the building or bridge While fastening the other end to the lug plate 21 installed on the tension end 20 of the building or bridge to connect the coupler 110 to be pulled by the tension member 10, such as a truss of the building or bridge Screwing the lock nut 12 to the male threaded portion 11, which is a right-handed thread formed at the end of the tension member 10 connected to a fixed end of the place (S41), and the tensioned end 20 of the building or bridge; Coupling the socket 160 constituting the connecting means to the lug plate 21 provided in the pin 140 (S42) and the tension end is fitted toward the tension end 20 from the fixed end side of the coupler 110 The through-hole 112 and the slit groove 113 to protrude a predetermined length toward the (20) Inserting the connecting pin 120 into the slit groove 113 so that the head 121 is caught by the formed locking jaw 113a so that only the synchronous rotation with the coupler 110 is possible (S43), and the socket 160 Fastening the auxiliary coupler 192 to the right hand screw formed at the end of the connecting pin 120 (S44), and connecting the other end of the coupler 110 and the male screw portion 11 of the tension member (10) And a step (S46) of applying a predetermined tension force between the lock nut 12 and the auxiliary coupler 192, which is a connecting means, to easily apply the rotational force to the coupler 110.

The auxiliary coupler 192 is rotated in the axial direction to move from the connecting pin 120 toward the socket 160, characterized in that it further comprises a step (S47).

Another example of the connection construction method of the tension member using the tension coupler of the present invention, as shown in Figure 13 and 14, the male screw portion configured at the end of the tension member (10) connected to the fixed end of the building or bridge ( 11) and one end, while connecting the coupler 110 to the other end to the lug plate 21 installed in the tension end 20 of the building or bridge to be pulled by the tension member 10, building or bridge Screwing the lock nut 12 to the male threaded portion 11, which is a right-handed thread formed at the end of the tension member 10 connected to a fixed end of the truss, such as a truss (S51), and tensioning of the building or bridge. Coupling the socket 210 constituting the connecting means to the lug plate 21 provided at the stage 20 with the pin 140 (S52), and at the end where the socket 210 is fixed by the pin 140 The connecting pin 220 is fitted to the head 22 to the engaging jaw 212 formed in the axial direction inside 1) is caught and the rotation is freely fixed, and the end is protruded into the hole 211 formed at the other end of the socket 210 (S53), and the connecting pin 220 fitted into the through hole 112 of the coupler 110. Step (S54) and the fixing pin 230 is fitted in the circumferential direction of the coupler 110 in the circumferential direction so as not to move in the axial direction (S54), the socket 210 is fitted in the central axial direction from the outer peripheral surface Inserting the connecting pin stop pin 240 so that the head of the connecting pin 220 does not move in the axial direction of the socket (S55), the other end of the coupler 110 and the male screw portion of the tension member (10) (11) connecting the lock nut 12 and a predetermined tension force is applied between the lock nut 12 and the slit 213 formed in the socket 210 to easily apply the rotational force to the coupler 110 Step S57 is included.

At this time, the coupler 110 is easily rotated by inserting a tool through the hole 114.

An embodiment of the present invention described above and illustrated in the drawings should not be construed as limiting the technical idea of the present invention. The protection scope of the present invention is limited only by the matters described in the claims, and those skilled in the art can change and change the technical idea of the present invention in various forms. Therefore, such improvements and modifications will fall within the protection scope of the present invention, as will be apparent to those skilled in the art.

As described above, according to the present invention, the structure is simple and the elongation is the same or is installed to be connected between the tension member and the tension member is different, it is easy to apply the tensile force to the tension member.

According to the present invention, the shock transmitted from the lower tension member to the upper tension member can be easily absorbed by the nut fastened to the coupler.

According to the present invention, there is an effect that it is easy to rotate the coupler without installing a hydraulic device in the fixed end and the tension end.

Claims (23)

One end is connected to the male screw portion 11 of the tension member 10 installed at the fixed end of the building or bridge, while the other end is fastened to the lug plate 21 installed at the tension end 20 of the building or bridge. In the tension coupler 100 having a coupler 110 to apply a tensile force to 10), The coupler 110 is connected to the tension member 10, one end of which is fixed to the fixed end, and the female screw 111 is axially connected to the male screw portion 11 formed at the end of the tension member 10. While a certain length is formed, a through hole 112 is formed at the other end so that the tension end 20 fixed to a building or a bridge is not rotated so as to be fitted in the axial direction so as to be relatively freely rotated through a connecting means. In addition, the tension coupler, characterized in that configured to not be pulled out in the axial direction from the connecting means of the tensile end 20 when the tensile force is generated when the tension member (10). The method of claim 1, The connecting means is inserted into the through hole 112, the connecting pin 120 is caught by the head 121, the socket 130 is coupled to one end hinged to the tension end 20, the socket 130 Tension coupler characterized in that it comprises a pin 140 is inserted into the end of the connecting pin 120 is prevented from moving in the axial direction. The method of claim 1, The coupler 110 is a tension coupler, characterized in that provided with at least one slot hole 113 or a coupler rotation hole 114 formed to be orthogonal to the axial direction at a predetermined position in the axial direction. The method of claim 2, The head 121 of the connecting pin 120 has a tapered shape having a smaller diameter toward the tension end 20 and a larger diameter toward the fixed end, and also tapered to the slot hole 113 side of the coupler 110. Tension coupler, characterized in that the close contact with the head 121. The method of claim 2, The coupler 110 is fitted in at least one direction of the axial direction or the direction orthogonal to the axial direction is coupled to secure the head 121 of the connecting pin 120 constituting the connecting means to prevent movement in the axial direction Tension coupler characterized in that it further comprises a connection pin movement preventing means (150). The method of claim 1, The connecting means, the lug plate 21 of the tension end 20 and one end is fitted to be rotatably coupled to the pin 140, the other end of the predetermined length is the through hole of the coupler 110 ( The socket 160 having the bolt portion 161 fitted into the socket 112 and the coupler 110 and the bolt portion 161 are fitted in a state perpendicular to the axial direction at a predetermined position in the axial direction. Tension coupler, characterized in that the socket 160 includes a pin 170, which is an anti-separation means, which is prevented from coming off from the coupler 110, and a lock nut 171 fastened to the bolt portion 161. The method of claim 1, The connecting means, the lug plate 21 of the tension end 20 and one end is fitted into the pin 140 so as to be rotatable, the other end of the predetermined length of the socket 160 and the coupler It is inserted into the through hole 112 of the 110, but is inserted into the tension end 20 from the fixed end side to protrude a predetermined length toward the tension end 20, to the locking step 113a formed in the boundary of the through hole 112 The connecting pin 120 to be seated by the head 121 is caught, the auxiliary coupler 190 made of a constant diameter and length so that the ends of the socket 160 and the connecting pin 120 are fitted at both ends, and Tension coupler, characterized in that consisting of a connecting pin 191 penetrated through the outer circumferential surface of the auxiliary coupler so that the socket and the connection pin does not fall from the auxiliary coupler. The method of claim 7, wherein The connecting means is formed to form a right-hand screw in the shaft center of the auxiliary coupler 190, the socket 160 and the tension characterized in that formed by fastening by forming a right screw at the end of the connection pin 120 Coupler. The method of claim 1, The connecting means, the lug plate 21 and one end of the tension end 20 is fitted into the pin 140 so as to be rotatable, the other end of the predetermined length of the socket protruding in the form of the right screw ( 160 and a threaded portion having a right-hand thread formed in the through-hole 112 through the slot hole 113 of the coupler 110 is inserted into the tension end 20 from the fixed end side to a predetermined length toward the tension end 20. The connecting pin 120 protrudes, and the head 121 is caught by the latching jaw 113a formed at the boundary of the through hole 112, and the screw part of the socket 160 and the connecting pin 120 is mounted. Tension coupler, characterized in that each consisting of an auxiliary coupler 192 fastened to both ends. The method of claim 1, The connecting means, the lug plate 21 and one end of the tension end 20 is fitted into the pin 140 is coupled to the other end of the through hole 211 is formed while the inside of the through hole 211 The socket 210 having the locking jaw 212 formed therein is connected to one end of the socket 210 and the head 221 is fixed to the locking jaw 212 and the end is protruded into the hole 211. Pin 220 and the fixing pin is fitted in the circumferential direction of the coupler 110 in the center direction so as not to move in the axial direction the end of the connecting pin 220 fitted into the through-hole 112 of the coupler 110 230 and a connection pin stop pin 240 that is inserted into the socket 210 in the center axial direction at an outer circumferential surface thereof but is inserted such that the head of the connection pin 220 does not move in the axial direction of the socket. Tension coupler. One end is connected to the male screw portion 11 of the tension member 10 installed at the fixed end of the building or bridge, while the other end is fastened to the lug plate 21 installed at the tension end 20 of the building or bridge. In the tension coupler 100 having a coupler 110 to apply a tensile force to 10), The inner coupler 115 is fastened to the male threaded portion 11 of the tension member 10 installed at the fixed end, and the coupler 110 is fastened to the outer diameter of the inner coupler, and the coupler 110 is fixed at one end. Is connected to the tension member 10 fixed to the end, The coupler 110, while the female thread 111 is formed in a predetermined length in the axial direction so as to be connected to the male thread formed on the inner coupler of the fixed end, the coupler 110 is fixed to the building or bridge, etc. to the tension end 20 is not rotated The through hole 112 is formed at the other end to be coupled to the axial direction so as to be relatively freely rotatable through the connecting means, and when the tensile force is generated in the tension member 10 of the fixed end, the tension It is configured not to fall out in the axial direction from the connecting means of the stage 20, The inner coupler 115 has a female threaded portion 115a formed at an axial center so as to be fastened in a nut shape with a male threaded portion 11 formed at an end of the tension member 10 installed at a fixed end, and the coupler is also formed on an outer circumferential surface thereof. Tension coupler, characterized in that the male threaded portion (115b) is formed to be fastened to the female screw formed on the inner peripheral surface of the 110. The method of claim 11, The connecting means includes a socket 130 fixed to the lug plate 21 of the tension end 20 with a pin 140, a tension member 135 connected to the socket by wire or directly formed in the socket, The lock nut 136 fastened to the male threaded portion 135a formed on the outer circumferential surface of the tension member 135 and the inner end surface of the coupler 110 so that the tension end 20 does not fall out of the coupler 110 but rotates only. Tension coupler, characterized in that consisting of a head nut (137) fastened to the male screw portion (135a) to enable. The other end is fastened to the lug plate 21 installed at the tension end 20 of the building or bridge, while fastening one end with the male screw portion 11 formed at the end of the tension member 10 installed at the fixed end of the building or bridge. In the connection construction method of the tension member using a tension coupler to couple the coupler to be pulled by the tension member 10, The coupler 110 fastened to the lug plate 21 of the tension end 20 and the male threaded portion 11 of the tension member 10 may move in the axial direction, but is connected so as not to fall out. Tensile end (20) side of the coupler (110) is a connection construction method of the tension member using a tension coupler, characterized in that it comprises a step (S0) to install a connection means for connecting the socket is freely rotated. The other end is fastened to the lug plate 21 installed at the tension end 20 of the building or bridge, while fastening one end with the male screw portion 11 formed at the end of the tension member 10 installed at the fixed end of the building or bridge. In the connection construction method of the tension member using a tension coupler to couple the coupler to be pulled by the tension member 10, Screwing the lock nut 12 to the male threaded portion 11 formed at the end of the tension member 10 connected to a fixed end of a place such as a truss of a building or a bridge (S1), and tensioning of the building or the bridge. Coupling the socket 130 constituting the connecting means to the lug plate 21 provided at the stage 20 with a pin 140 (S2), and the coupler 110 constituting the tension coupler 100 Inserting the pin 120 (S3), and connecting the connection pin 120 and the socket 130 protruding from the end of the coupler (S4) (S4), the other end of the coupler and the (S5) connecting the male screw portion of the tension member, and applying a predetermined tension force between the lock nut 12 and the connecting means to easily apply a rotational force to the coupler 110 (S6) Connection construction method of the tension member using a tension coupler characterized in that. The method of claim 14, The step of applying the tensile force, the step of coupling the tension frame (311, 312) to the locking jaw 133 of the lock nut 12 and the socket 130 (S7), and the hydraulic cylinder (321,322) to the tension frame It includes the step (S8) and the step of applying the hydraulic pressure to the hydraulic cylinder (S9) while measuring the hydraulic pressure applied to the hydraulic jack 331 to the hydraulic cylinder (321,322) by the hydraulic gauge 341 Connection method of the tension member using a tension coupler characterized in that. The method of claim 15, Removing the tension frame and the hydraulic cylinder by removing the shaft pins 351 in the cylinder rods (321a, 322a) of the hydraulic cylinder in the tension frame (S10) is connected to the tension member using a tension coupler Construction method. The method according to any one of claims 14 to 16, The connecting pin 120 is inserted into the coupler 110, and then the connecting pin 120 is prevented from moving in the axial direction of the coupler 110, and the connecting pin 120 is rotated when the coupler 110 is rotated. It is characterized in that it further comprises the step (S11) is coupled to the connection pin movement preventing means 150 in at least one of the direction orthogonal to the axial direction or the axial direction of the coupler 110 without rotation. Connection method of tension member using tension coupler. The other end is fastened to the lug plate 21 installed at the tension end 20 of the building or bridge, while fastening one end with the male screw portion 11 formed at the end of the tension member 10 installed at the fixed end of the building or bridge. In the connection construction method of the tension member using a tension coupler to couple the coupler to be pulled by the tension member 10, Screwing the lock nut 12 to the male threaded portion 11, which is a right-handed thread formed at the end of the tension member 10 connected to a fixed end of a place such as a truss of a building or a bridge (S21); Coupling the socket 160 constituting the connecting means with the pin 140 to the lug plate 21 provided at the tension end 20 of the bridge (S22), and the male screw portion (right) of the socket 160 The lock nut 171 is fastened to the lock nut 171 (S23), and the male screw part 161 of the socket 160 is inserted into the socket 160 in a state where a predetermined length is inserted in the axial direction of one end of the coupler 110. Step (S24) to install the fall prevention means (170,180) so that the coupler 110 does not fall in the axial direction, connecting the other end of the coupler and the male screw portion of the tension member (S25), and the lock nut 12 ) And a rotational force to the coupler 110 by applying a predetermined tensile force between the lock nut 171 as a connecting means. Connection construction of the tension member by a tension coupler comprising the steps (S26) to be applied. The other end is fastened to the lug plate 21 installed at the tension end 20 of the building or bridge, while fastening one end with the male screw portion 11 formed at the end of the tension member 10 installed at the fixed end of the building or bridge. In the connection construction method of the tension member using a tension coupler for connecting the coupler 110 to be pulled by the tension member 10, Screwing the lock nut 12 to the male thread part 11, which is a right hand thread formed at the end of the tension member 10 connected to a fixed end of a place such as a truss of a building or a bridge (S31); Coupling the socket 160 constituting the connecting means with the pin 140 to the lug plate 21 provided in the tension end 20 of the bridge (S32), and the tension end at the fixed end side of the coupler 110 Inserting the connecting pin 120 so that the head 121 is caught and rotatably seated on the latching jaw 113a formed at the boundary of the through hole 112 so as to be protruded toward the tension end 20 toward the tension end 20. Step (S33), the step of inserting the ends of the socket 160 and the connecting pin 120 to both ends of the auxiliary coupler 190, respectively (S34), and the socket and the connecting pin so as not to fall out of the auxiliary coupler Penetrating from the outer circumferential surface of the coupler step (S35) of the connection pin 191, the couple Connecting the other end of the 110 and the male threaded portion 11 of the tension member 10 (S36), and a predetermined tensile force between the lock nut 12 and the auxiliary coupler 190 as a connecting means Method of connecting the tension member using a tension coupler comprising the step (S37) to apply a rotational force to the coupler 110 easily by applying. The method of claim 19, In the step (S34) of inserting the ends of the socket 160 and the connecting pin 120 to both ends of the auxiliary coupler 190, respectively, a thread is formed at the ends of the socket and the connecting pin, and the female thread is also formed in the auxiliary coupler. Connection construction method of the tension member using a tension coupler characterized in that the fastening in a formed state. The other end is fastened to the lug plate 21 installed at the tension end 20 of the building or bridge, while fastening one end with the male screw portion 11 formed at the end of the tension member 10 installed at the fixed end of the building or bridge. In the connection construction method of the tension member using a tension coupler for connecting the coupler 110 to be pulled by the tension member 10, Screwing the lock nut 12 to the male threaded portion 11, which is a right-handed thread formed at the end of the tension member 10 connected to a fixed end of a place such as a truss of a building or a bridge (S41); Coupling the socket 160 constituting the connecting means with the pin 140 to the lug plate 21 provided in the tension end 20 of the bridge (S42), and the tension end at the fixed end side of the coupler 110 The head 121 is caught by the engaging jaw 113a formed in the through hole 112 and the slit groove 113 so as to protrude to the tension end 20 toward the tension end 20 so that only the synchronous rotation with the coupler 110 is possible. Fitting the connecting pin 120 to the slit groove 113 so as to be seated (S43), and fastening the auxiliary coupler 192 to the right hand screw formed at the end of the socket 160 and the connecting pin 120 ( S44, connecting the other end of the coupler 110 and the male screw portion 11 of the tension member 10 (S45) and the lock Tension using a tension coupler, comprising the step (S46) of applying a predetermined tension force between the coupler 12 and the auxiliary coupler 192 as a connecting means to easily apply a rotational force to the coupler 110. Method of connection construction of members. The method of claim 21, Rotating the auxiliary coupler 192 in the axial direction, characterized in that it further comprises the step (S47) to move toward the socket 160 from the connecting pin 120 side. The other end is fastened to the lug plate 21 installed at the tension end 20 of the building or the bridge while fastening one end with the male threaded portion 11 formed at the end of the tension member 10 installed at the fixed end of the building or the bridge. In the connection construction method of the tension member using a tension coupler for connecting the coupler 110 to be pulled by the tension member 10, Screwing the lock nut 12 to the male threaded portion 11, which is a right-handed thread formed at the end of the tension member 10 connected to a fixed end of a place such as a truss of a building or a bridge (S51); Coupling the socket 210 constituting the connecting means with the pin 140 to the lug plate 21 provided at the tension end 20 of the bridge (S52), and the socket 210 is fixed to the pin 140 The connecting pin 220 is fitted at the end portion thereof, and the head 221 is caught by the locking jaw 212 formed at the inner side in the axial direction so that the rotation is freely fixed and the end protrudes into the hole 211 formed at the other end of the socket 210. In step S53 and the fixing pin 230 in the circumferential direction of the coupler 110 in the circumferential direction of the coupler 110 to prevent the end of the connecting pin 220 fitted into the through hole 112 of the coupler 110 in the axial direction. Step S54 to be inserted into and fixed to the socket 210 in the direction of the central axis from the outer circumferential surface Inserting the connecting pin stop pin 240 so that the head of the connecting pin 220 does not move in the axial direction of the socket (S55), the other end of the coupler 110 and the male screw portion of the tension member (10) (11) connecting the lock nut 12 and a predetermined tension force is applied between the lock nut 12 and the slit 213 formed in the socket 210 to easily apply the rotational force to the coupler 110 Connection construction method of the tension member using a tension coupler comprising the step (S57).
KR1020070060416A 2007-06-20 2007-06-20 The connector of clinbing member for landscape architecture and constructing method using thereof KR20080111892A (en)

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Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR101149581B1 (en) * 2011-07-04 2012-05-29 (주)씨엔에스씨 Apparatus for introducing tensile force in strand
KR101149912B1 (en) * 2009-08-19 2012-06-11 주식회사 성화씨앤비 Locking structure of combination device for cables

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR101149912B1 (en) * 2009-08-19 2012-06-11 주식회사 성화씨앤비 Locking structure of combination device for cables
KR101149581B1 (en) * 2011-07-04 2012-05-29 (주)씨엔에스씨 Apparatus for introducing tensile force in strand

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