JPH10325142A - Compression system permanent anchor - Google Patents

Abstract

PROBLEM TO BE SOLVED: To provide a compression system permanent anchor which can prevent the anticorrosion treatment removed part of PC steel strand wire from being exposed, in the nearby part of fitting of a crimp grip to the PC steel strand wire. SOLUTION: On a crimp grip 4 on the tip of each unbonded PC steel strand wire 2 received in the receiving space 5 of a bearing body 3, a PC steel wire insert hole 4b pressure fitted to the naked part 2a removing an unbonded sheath 13 on the tip part of the unbonded PC steel strand wire through an insert 12 for increasing frictional resistance, and in addition an insert non-mounting part 4d being not mounted with the insert 12 capably of including one part of the unbonded sheath 13 is formed on the inner circumferential face of the insert side end part of the unbonded PC steel strand wire 2 in this PC steel wire insert hole 4b. By the crimp grip 4 capable of including the unbonded sheath 13 of the unbonded PC steel strand wire 2, the fitted part after fitting the crimp grip 4 to the unbonded PC steel strand wire 2 is prevented from becoming corrosive.

Description

DETAILED DESCRIPTION OF THE INVENTION

[0001]

BACKGROUND OF THE INVENTION The present invention relates to
It is used in a slope deterrent method to prevent the slope surface from sliding down and collapsing.
The present invention relates to a compression type permanent anchor constituted by providing a supporting body at the tip of a C steel strand.

[0002]

2. Description of the Related Art A crimping grip in a compression type anchor of this kind must not allow the wire of the unbonded PC steel to slip or slip during tensioning work, and the fixing efficiency must be equal to the standard tensile load of the unbonded PC steel wire. Must be at least 95%. In addition, it is important that the fatigue strength of the crimp grip should be equal to that of unbonded PC steel strand.

Therefore, as a crimping grip in this conventional compression-type anchor, as shown in FIG. 9, an insert 32 for increasing frictional resistance is incorporated in an inner surface of the compression-type anchor which comes into contact with an unbonded PC stranded wire 31. Generally known. In order to attach the crimping grip 30 to the unbonded PC steel strand 31, the crimping is performed by plastic working such as a die drawing method (see FIG. 6) in which the crimping grip is passed through a die.

On the other hand, each PC in this compression type anchor
The tension of the steel strand is transmitted to the grout as a compressive force from the bearing member fixed to the tip of the tendon (unbonded PC strand) at the anchor, and is transmitted to the ground by the circumferential friction of the grout. In order to ensure the transmission of the PC tension, each unbonded PC steel stranded wire and each crimping grip for fixing each unbonded PC steel stranded wire to the supporting member are perpendicular to the supporting member. It is indispensable that it is maintained and that the PC steel wire and the rust-proofing treatment of the mounting portion between the pressure grip and the supporting body are reliably performed.

[0005]

When attaching a crimping grip to an unbonded PC steel stranded wire subjected to anticorrosion treatment, as shown in FIG. The unbonded sheath 33 is cut off by the length of the crimp grip 30. Thereafter, the crimping grip 30 is inserted, and the crimping process (FIG. 6)
), The crimping grip 30 is attached to the unbonded PC steel strand 31.

However, conventionally, this unbonded PC
After the crimping grip 30 was attached to the steel strand 31, a problem occurred due to the properties of the unbonded sheath 33.

That is, since the unbonded sheath 33 has the property of contracting after resection, a gap ΔL is opened between the crimping grip 30 and the unbonded sheath 33 as shown in FIG. Then, this gap ΔL is in a state close to non-corrosion protection for the anticorrosion treatment. The space ΔL is susceptible to corrosion due to, for example, contact with air or water for a long time, in addition to contact with corrosive gas or acid. When the space ΔL is corroded, the risk of breakage of the tendon is increased due to stress corrosion or a decrease in fatigue strength.

[0008] On the other hand, tendons produced by assembling unbonded PC steel strands are transported after assembling and are handled relatively roughly before being inserted into the borehole. Therefore, there is a possibility that the unbonded PC steel strand and the crimping grip are not kept perpendicular to the supporting body and the rust prevention treatment is not reliable, and the unbonded PC steel strand is fixed to the supporting body. It is conceivable that the fixation between the crimping grip and the support body becomes insufficient.

[0009] As described above, if the fixing between the pressure grip and the supporting member for fixing the unbonded PC steel strand to the supporting member becomes insufficient, the transmission of the PC tension to the ground becomes insufficient. Cause an accident in the slope deterrence method.
However, in the conventional compression type anchor, unbond PC
Measures have not been taken to ensure the fixation of the crimping grip for fixing the steel strand to the support and the support.

SUMMARY OF THE INVENTION The present invention has been made in view of the above-mentioned circumstances, and has as its object to attach a crimping grip to an unbonded PC steel stranded wire and then to perform an anticorrosion treatment of the unbonded PC stranded wire in a portion near the attachment portion. In addition to being able to prevent the portion from which is removed from being exposed to become a non-corrosive state, it is possible to reliably maintain an appropriate stress transmission state from the PC steel stranded wire to the bearing body in the anchor body, An object of the present invention is to provide a compression type permanent anchor which can improve the quality of the entire anchor portion.

[0011]

When a crimping grip used for attaching an unbonded PC stranded wire as a tendon to a supporting plate of a compression type permanent anchor is attached to an unbonded PC stranded wire, the above-described corrosion is prevented. It is necessary to prevent the air gap ΔL (see FIG. 9) from being caused. In view of this, in the compression grip of the compression type permanent anchor according to the present invention (the invention according to claim 1), a method in which a part of the anticorrosion-treated portion of the unbonded PC stranded wire is included in the compression grip and pressure bonding is performed. And

Specifically, in the present invention, the unbond P
A part of the unbonded sheath of the anticorrosion treatment for the C steel stranded wire is included in the crimping grip and crimped, that is, an insert having no frictional resistance increasing insert on the inner peripheral surface of the crimping grip on the side where the tendon material is inserted. An unmounted portion is formed, and a part of the unbonded sheath is inserted into the unmounted portion.

The crimping grip used in the compression type permanent anchor of the present invention will be described in detail with reference to the drawings. As shown in FIGS. 3 (b) and 3 (c), an insert for increasing frictional resistance in the crimping grip 4 is shown. Unbonded PC within 12
Together enclosing the bare portion 5a removing the unbonded sheath 13 at line 2 than steel, as shown in shown in FIG. 3 (b) and (d), a portion tapered R ₀ of the distal end of the crimp grip 4 is formed, i.e. , Insert for increasing frictional resistance 12
Is to enclose a part of the unbonded sheath 13 in the non-inserted portion 4d where no is attached. With this configuration, the taper portion on the side where the tendon material is inserted at the tip of the crimp grip has a small taper inclination angle and a low crimping rate with a die (see FIG. 6), so the crimp grip is attached to the unbonded PC steel strand. Even if pressure bonding is performed as desired, the anticorrosion effect can be reliably maintained without damaging the unbonded sheath of the anticorrosion treatment.

As described above, the crimping grip of the compression type permanent anchor according to the present invention is configured so that it can include not only the exposed portion of the unbonded PC steel stranded wire but also a part of the anticorrosion treated portion. Thus, it is possible to prevent the formation of a portion where the unbonded PC stranded wire is exposed due to the elimination of the unbonded sheath in the anticorrosion treatment in the vicinity of the mounting portion when the unbonded PC stranded wire is attached to the unbonded PC steel stranded wire.

On the other hand, according to the compression type permanent anchor of the present invention (the invention according to claim 2), the supporting body and the plurality of PCs
In order to ensure the perpendicularity between the steel strand and the respective crimping clips, a method is employed in which the crimping grips are stored one by one in separate storage spaces of the supporting body.

More specifically, this storage space is formed integrally with the supporting body, and the inner diameter thereof is set to be slightly larger than the outer diameter of the crimping grip. A lid for sealing the storage space is attached. A spring member is provided between the tip of the crimping grip and the lid so that the crimping grip is always pressed in the direction of the supporting member. As a result, the crimping grip can always be pressed vertically against the support body. Further, an injection hole for injecting rustproof grease is provided in the lid, and rustproof grease is sealed in the storage space. Then, as the rust-preventive grease cures or increases in viscosity at room temperature, the crimping grip in the storage space is fixed in the storage space so that the supporting body and the tendon do not move even if handled slightly violently. become.

In such a compression type permanent anchor according to the present invention, the crimping grip is vertically fixed to the supporting member, and the degree of fixing is extremely high by rustproof grease. Even if the supporting body and the PC steel strand (tendon) are somewhat roughly handled, the crimping grip is securely fixed to the supporting body and does not move.

Since the storage space in which the crimping grip is stored is filled with rust-preventive grease, the crimping grip and the PC stranded wire do not rust.

[0019]

DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENTS A compression type permanent anchor according to the present invention will be described below with reference to an embodiment shown in the drawings.

A compression-type permanent anchor 1 (see FIG. 1) having a plurality of unbonded PC steel strands 2 provided with pressure bearing members 3 at the tips thereof is used to fix each unbonded PC steel strand 2 to the pressure bearing body 3. A crimping clip 4 provided at the end of each unbonded PC stranded wire 2;
And a supporting body 3 in which a storage space 5 for storing the pressure is formed. The storage space 5 is provided with a lid 6 for sealing the storage space, and a rust-preventive grease 9 is sealed from an injection hole 8 provided in the lid 6. The crimping grip 4 has an unbonded sheath 13 of anticorrosion treatment at the tip of the unbonded PC stranded wire 2.
In the exposed portion 2a formed by removing the steel wire, a PC steel wire insertion hole 4b for press-fitting through the frictional resistance increasing insert 12 is formed, and the unbonded PC stranded wire 2 in the PC steel wire insertion hole 4b is formed. On the inner peripheral surface of the insertion-side end 4c, there is formed an insert-unmounted portion 4d on which the friction-resistance increasing insert 12 is not mounted so that a part of the unbonded sheath 13 can be included.

A plurality of crimping grips 4 are housed in the supporting body 3 in this embodiment by utilizing a housing space 5 formed therein. Each crimping grip 4 in the storage space 5 is fixed by a fixing bracket 16 which comes into contact with the distal end surface of the crimping grip 4 when the exposed portion 2a of the unbonded PC steel wire 2 penetrates. The fixing bracket 16 is movably supported by being screwed to a fixing bolt 17 that penetrates the supporting body 3.
When the fixing bolt 17 is tightened, the fixing bolt 17 is pressed against the distal end surface of the crimping grip 4 so that each crimping grip 4 can be fixed.

On the insertion side of the unbonded PC steel strand 2 of the supporting body 3, a through hole for the PC steel strand formed in a diameter slightly larger than the outer diameter of the unbonded PC strand 2. Ten are provided.

Further, as shown in FIG. 2, a stress transmitting coil 11 extending in the direction of the anchor head is provided on the support body 3.
Is installed. The stress transmission coil 11 is formed by spirally winding a steel rod, and has one end fixed to the supporting body 3 to have a maximum outer diameter that can be applied, and goes in the direction of the anchor head. As the diameter decreases, the other end is formed to have a minimum diameter through which the PC steel wire 2 and the injection pipe (not shown) pass, and has a substantially conical shape as a whole. In order to improve the durability, the stress transmission coil 11 in this embodiment is made of a corrosion-resistant material such as zinc plating or epoxy resin coating, or made of a corrosion-resistant material such as stainless steel. ing.

The cover 6 for sealing the storage space 5 in the support body 3 has an injection hole 8 for injecting rustproof grease.
Rust prevention grease 9 in the storage space 5
Can be enclosed. This rust-preventive grease 9 can firmly fix the pressure grip 4 in the storage space 5 by curing or increasing the viscosity at room temperature. Therefore, even if the supporting body 3 and the unbonded PC steel strand (tendon) 2 are handled somewhat violently, the crimping grip 4 does not move while being fixed in the storage space 5.

The unbonded PC steel strand 2 used as the tendon of the permanent anchor in this embodiment is adopted because of its high reliability for rust prevention and easy handling on site. After the unbonded PC steel strand 2 is cut to a predetermined length, the unbonded sheath 13 (see FIG. 3) at the tip is removed, and the crimping grip 4 is attached to perform crimping gripping. Then, the PC steel wire 2 subjected to the crimp gripping process is the same as that shown in FIG.
As shown in (2), it is fixed in the support body 3 (in the storage space 5) by the crimping grip 4. In addition, the unbonded PC at the tip portion where the unbonded sheath 13 (see FIG. 3) is removed
The steel stranded wire 2 and the crimping grip 4 are subjected to rustproofing treatment by rustproof grease 9 injected into the storage space 5.

The crimping grip 4 in this embodiment is similar to that shown in FIG.
As shown in (a), a crimping grip body 4a formed in a substantially cylindrical shape, and a PC steel wire insertion hole 4b penetrating through the crimping grip body 4a and into which the unbonded PC stranded wire 2 is inserted. And an insert 12 for increasing frictional resistance provided on the inner peripheral surface of the PC steel wire insertion hole 4b;
The insert 12 is formed on the inner peripheral surface of the PC steel wire insertion hole 4b at the insertion side end 4c of the steel stranded wire 2 to increase the frictional resistance.
Is not mounted, and the insert non-mounted portion 4d is not mounted.

The inner peripheral surface of the non-inserted portion 4d of the PC steel wire insertion hole 4b is formed so as to bite into the unbonded sheath 13 contained therein after the completion of the crimping process. In this embodiment, as shown in FIG. 3A, a sheath holding groove 4e is formed in an uninserted portion 4d on the inner peripheral surface of the PC steel wire insertion hole 4b of the crimping grip 4.
To form Then, by making the opening edge of the sheath holding groove 4e bite into the unbond sheath 13 during the crimping process, the crimping process for attaching the crimping grip 4 to the unbonded PC steel strand 2 is performed. At this time, the unbonded sheath 13 is held down and the unbonded sheath 13 is
So as not to get out of As the sheath holding groove 4e, in addition to the form shown in FIG. 3, it is also conceivable to have a substantially thread-shaped cross section as shown in FIG.

As means for cutting the inner peripheral surface of the non-inserted portion 4d into the unbonded sheath 13, other than the means for forming the sheath holding groove 4e described above, as shown in FIG. In addition, the inner peripheral surface (inner diameter) of the non-inserted portion 4d is formed so as to be smaller from the side of the frictional resistance increasing insert 12 toward the end of the unbonded PC steel strand 2 on the insertion side. It is also possible to do. In this way, the minimum diameter portion of the inner diameter, which is the end of the unbonded PC steel strand 2 on the insertion side, is inserted into the crimping grip 4.
Can be cut into the unbonded sheath 13 at the time of pressure bonding.

In the compression type permanent anchor 1 of the present invention having the above-mentioned structure, the unbonded PC steel strand 2 as the tendon is attached to the crimping grip 4 as shown in FIG. This is performed by a crimping process using a die drawing method that is performed by passing the crimp grip 4. Reference numeral 15 in FIG. 6 denotes a hydraulic plunger that presses the pressure grip 4 into the die 14.

When the crimping process is performed by the die drawing method, the crimping ratio φ is expressed as a cross-sectional reduction ratio of the crimping grip, and φ = 1− (A ₀ / A ₁ ) = 1−1.
(D ₁ / D ₀ ) ² . Here, φ is the cross-sectional reduction rate [1-
(A ₀ / A ₁ )] and the crimping rate [1- (D ₁ /
D ₀ ) ² ], where A ₀ is the cross-sectional area of the clip, D ₀ is the diameter, A ₁ is the cross-sectional area of the grip after being pulled out, and D ₁ is the diameter after being pulled out.

For this reason, the crimping grip 4 before being pulled out
As the difference between the diameter D ₀ of the crimping grip 4 and the diameter D ₁ of the crimping grip 4 after being pulled out is larger, the crimping grip 4 is more strongly crimped to the unbonded PC steel wire 2, but the crimping grip 4 itself is damaged. There is a risk of doing it. Therefore, when performing pressure bonding, the following measures are generally taken. That is, about 13 to 25% is appropriate for the crimping rate φ. Also, as shown in FIG. 6, the attachment of the crimping grip 4 to the unbonded PC steel strand 2 is performed by drawing through a die 14, so that the tip of the crimping grip 4 (insertion of the unbonded PC strand 2) is performed. As shown in FIGS. 3A and 3B, the side end 4c) is provided with a taper _R0 on its peripheral surface. Further, since the crimp grip 4 extends only cross decrement by drawing, also the rear end of the crimping grip 4, on the peripheral surface, as shown in FIGS. 3 (a) and 3 (b), Relief Tapered R ₁ Attached.

Then, as in the present invention, the unbond P
The fact that a part of the unbonded sheath 13 of the C steel strand 2 is included in the crimping grip 4 and crimped means that the frictional resistance of the crimping grip 4 increases as shown in FIGS. 3 (b) and (c). Unbonded PC in insert 12 for
Together enclosing the bare portion 2a removing the unbonded sheath 13 at line 2 than steel, as shown in shown in FIG. 3 (b) and (d), a portion tapered R ₀ of the distal end of the crimp grip 4 is formed, i.e. , Insert for increasing frictional resistance 12
Is to enclose a part of the unbonded sheath 13 in the part 4d where no is provided.

In this manner, the portion of the crimping grip 4 where the taper _R0 at the tip is formed, that is, the portion 4d where the frictional resistance increasing insert 12 is not provided has a low crimping rate, so that the unbonded sheath is formed. Even when the crimping process is performed with the 13 included, the unbonded sheath 13 does not break. In addition, this insert for increasing frictional resistance
12 is the non-inserted part 4d not mounted,
The inner peripheral surface of the PC steel wire insertion hole 4b in the crimping grip 4 is
By forming so that it will be cut into the unbonded sheath 13 included after the completion of the crimping process, the inner peripheral surface of the non-inserted portion 4d enters the unbonded sheath 13 during the crimping process, thereby holding down. After the crimping grip 4 is attached, the unbonded sheath 13 is
There is no escape from inside.

As described above, according to the present invention, in the conventional crimping grip, the portion of the gap ΔL (see FIG. 9) generated when the crimping process is performed on the unbonded PC stranded wire 2 is used for the non-corrosion protection from which the grease is also removed. While it will be close,
In the crimping grip 4 of the present invention, unbonded PC steel strand 2
A complete anticorrosion treatment can be achieved even in the state of being attached to the rim. Since no tension is applied to the distal end of the crimping grip 4, anticorrosion with grout is sufficient. However, if necessary, a resin cap is placed.

The fixing efficiency of the pressure grip 4 according to the present invention was determined to be a standard efficiency based on the tensile test results shown in Table 1.
It is 105.2% and the actual efficiency is 98.8%, sufficiently clearing 95% or more of the standard tensile load of unbonded PC stranded wire 2. Note that the fixing performance of the pressure grip 4 of the present invention is equivalent to that of a conventional product.

[0036]

[Table 1]

Further, according to the fatigue test results shown in the graph of FIG. 7, the strength of the unbonded PC steel stranded wire 2 without breaking at the root of the crimping grip 4 was determined from the fatigue test results shown in the graph of FIG. Are equivalent. Therefore, the crimping grip 4 of the present invention is excellent as a crimping grip, but the unbonded sheath 13 included in the crimping grip 4 serves as a cushioning material, and the concentrated stress applied to the distal end of the crimping grip 4 is reduced. This is because the fatigue strength of the crimp grip 4 (fixing portion) is improved.

FIG. 8 shows another embodiment of the supporting body in the compression type permanent anchor according to the present invention, which is related to the second aspect of the present invention. Here, the compression type permanent anchor 1 includes a crimping clip 4 provided at the tip of each unbonded PC stranded wire 2 so as to fix each unbonded PC stranded wire 2 to the supporting body 3, and each of the crimping clips And a supporting body 3 in which a plurality of storage spaces 5 for individually storing the support members 4 are formed. In each of the storage spaces 5, a spring member 7 for constantly pressing the crimping grip 4 in the direction of the supporting member 3 is disposed between the lid 6 for sealing the storage space and the tip of the crimping grip 4. At the same time, it is injected from the injection hole 8 provided in the lid 6 at the tip end, and hardens or increases in viscosity at normal temperature, thereby preventing the crimping grip 4 in the storage space 5 from being fixed and immovable. Rust grease 9 is enclosed.

The storage space 5 of the supporting body 3 in this alternative embodiment is formed integrally with the supporting body 3.
Its shape is cylindrical, and its inner diameter is set slightly larger than the outer diameter of the crimping grip 4. A sealing lid 6 is attached to the cylindrical storage space 5. A spring member 7 is provided between the tip of the crimping grip 4 and the lid 6 to always support the crimping grip 4. Pressing was performed in the direction of the pressure body 3. As a result, the crimping grip 4 can always be pressed vertically against the support body 3.

When the anchor portion is manufactured by using the compression type permanent anchor 1 having such another form of the supporting body 3, the tip of each unbonded PC steel strand 2 formed on the supporting body 3 is formed. , A storage member 5 for separately storing the crimping clips 4 provided therein, a spring member 7 disposed between a lid 6 for sealing the storage space and a tip end of the crimping grip 4, and a lid 6. With the rust-preventive grease 9 injected into the storage space 5 from the injection hole 8, the crimping grip 4 is vertically fixed to the support body 3, and the rust-preventive grease 9 is hardened or has a high viscosity at room temperature. As a result, it is securely fixed in the storage space 5.

Therefore, the degree of fixation between the bearing body 3 and the unbonded PC steel strand 2 in the compression type permanent anchor 1 can be made very high. Thereby, even if the bearing member 3 and the unbonded PC steel strand 2 (tendon) are handled somewhat violently, the crimping grip 4 is securely fixed to the bearing body 3, and the unbonded PC steel strand 2 moves. Never. Further, since the storage space 5 of the supporting body 3 to which the crimping grip 4 is fixed is filled with the rust-preventive grease 4, the crimping grip 4 and the unbonded PC steel strand 2
Does not rust.

[0042]

According to the compression type permanent anchor of the present invention, the crimping grip used when attaching the unbonded PC steel strand to the supporting plate is provided with an anticorrosion-treated portion (tapered portion) at the end of the PC steel wire insertion side (tapered portion). (Unbonded sheath). The part (tapered part) on the PC steel wire insertion side has an unbonded PC because the inclination angle of the taper is gentle and the crimping rate at the die is low.
Even if a crimping process is performed to attach a crimping grip to a steel strand, the unbonded sheath in the anticorrosion treatment is not damaged, and the anticorrosion effect can be reliably maintained. Also, the inner peripheral surface of the non-inserted portion where the frictional resistance increasing insert is not mounted in the PC steel wire insertion hole of the crimping grip is cut into the unbonded sheath included after the completion of the crimping process. By forming
The unbonded sheath is held down during the crimping process for attaching the crimping grip to the unbonded PC steel strand, so that the unbonded sheath can be prevented from falling out of the crimping grip even if it contracts after crimping the crimping grip.

Therefore, from the above, the crimping grip with the compression type permanent anchor of the present invention includes a part of the anticorrosion treated part (unbonded sheath) together with the exposed part of the unbonded PC stranded wire. By being configured to be able to be fixed, a portion where the unbonded sheath of the anticorrosion treatment is lost and the unbonded PC steel wire is exposed is formed in the vicinity of the mounting portion when the crimp grip is attached to the unbonded PC steel wire. Can be prevented.

On the other hand, the crimping grip provided at the tip of the unbonded PC steel strand, which is a tendon of the compression type permanent anchor, is provided by a storage space and a spring member.
It is fixed vertically to the supporting body. Moreover, the degree of fixation is high due to the rustproof grease sealed in the storage space. Therefore, the supporting body and the unbond P
Even if the C steel strand (tendon) is handled somewhat violently,
The crimp grip is securely fixed to the supporting body and does not move. Further, since the storage space in which the crimping grip is stored is filled with rust-preventive grease, the crimping grip and the unbonded PC steel wire do not rust.

[Brief description of the drawings]

FIG. 1 is a supporting body of a compression type permanent anchor according to the present invention, and is an enlarged sectional view of a portion A in FIG. 2;

FIG. 2 is a schematic view showing a compression type permanent anchor according to the present invention.

FIG. 3A is a schematic cross-sectional view showing a crimping grip in the compression type permanent anchor of the present invention, and FIG. 3B is a schematic cross-sectional view showing a state where an unbonded PC strand is inserted into the crimping grip. c) is a sectional view taken along the line BB of (b), and (d) is a sectional view of (b).
It is CC sectional view taken on the line of FIG.

FIG. 4 is a schematic view showing another form of the crimping grip in the compression type permanent anchor of the present invention.

FIG. 5 is a schematic view showing another form of the crimping grip in the compression type permanent anchor of the present invention.

FIG. 6 is a schematic view showing a press-fitting process using a dice (a method of pulling out a dice), which is used when attaching a crimping grip to an unbonded PC steel strand.

FIG. 7 is a graph showing the results of a fatigue test for examining the fatigue strength of the crimp grip of the present invention.

FIG. 8 is a schematic view showing another embodiment of the supporting body in the compression type permanent anchor of the present invention.

FIG. 9 is a schematic view showing a conventional crimping grip.

[Explanation of symbols]

1: Compression permanent anchor, 2: Unbonded PC steel strand, 2a: Bare part, 3: Supporting body, 4: Crimping clip,
4a: Crimp grip body, 4b: PC steel wire insertion hole, 4c: Insertion side end, 4d: Insert-unmounted part, 4e: Sheath holding groove, 5: Storage space, 6: Lid, 7: Spring member, 8 …
Injection hole, 9: Anti-rust grease, 10: Through hole, 11: Coil for stress transmission, 12: Insert for increasing frictional resistance, 13: Unbonded sheath, 14: Dice, 15: Hydraulic plunger, 16 ...
Fixing brackets, 17 ... fixing bolts.

Claims (2)

[Claims] 1. A compression type permanent anchor comprising a plurality of unbonded PC steel strands provided with supporting members at the tips thereof, wherein each of the unbonded PC steel strands is fixed to the supporting body.
A crimping grip provided at the end of each unbonded PC steel stranded wire, and a supporting body having a storage space for accommodating each of the crimping clips, wherein the storage space has a closed storage space. Rust prevention grease is sealed from the injection hole provided in this cover, and the unbonded sheath of the anticorrosion treatment at the tip of the unbonded PC stranded wire is removed from the crimping grip. In the exposed part formed as described above, a PC steel wire insertion hole to be crimped through an insert for increasing frictional resistance is formed,
An insert in which the frictional resistance increasing insert is not mounted so that a part of the unbonded sheath can be included in an inner peripheral surface of the unbonded PC stranded wire insertion end in the PC steel wire insertion hole. A compression type permanent anchor, wherein an unmounted portion is formed. 2. A storage space for the supporting body is formed in a plurality so that each of the crimping grips can be stored separately, and inside each of the storage spaces, a lid for closing the storage space and a lid for closing the storage space are provided. A spring member for constantly pressing the crimping grip in the direction of the supporting member is provided between the tip of the crimping grip and a rustproof grease is sealed from an injection hole provided in the lid. The compression type permanent anchor according to claim 1, wherein: