JP2021025226A - Pinning method and anchor pin used for pinning method - Google Patents
Pinning method and anchor pin used for pinning method Download PDFInfo
- Publication number
- JP2021025226A JP2021025226A JP2019141491A JP2019141491A JP2021025226A JP 2021025226 A JP2021025226 A JP 2021025226A JP 2019141491 A JP2019141491 A JP 2019141491A JP 2019141491 A JP2019141491 A JP 2019141491A JP 2021025226 A JP2021025226 A JP 2021025226A
- Authority
- JP
- Japan
- Prior art keywords
- anchor pin
- pinning method
- spherical
- head
- perforated hole
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Granted
Links
- 238000000034 method Methods 0.000 title claims abstract description 51
- 239000000463 material Substances 0.000 claims abstract description 35
- 239000000853 adhesive Substances 0.000 claims abstract description 13
- 230000001070 adhesive effect Effects 0.000 claims description 11
- 230000008439 repair process Effects 0.000 claims description 4
- 238000005553 drilling Methods 0.000 description 11
- 239000004570 mortar (masonry) Substances 0.000 description 10
- 238000003780 insertion Methods 0.000 description 5
- 230000037431 insertion Effects 0.000 description 5
- 239000003973 paint Substances 0.000 description 3
- 238000010276 construction Methods 0.000 description 2
- 239000003822 epoxy resin Substances 0.000 description 2
- 238000002347 injection Methods 0.000 description 2
- 239000007924 injection Substances 0.000 description 2
- 229920000647 polyepoxide Polymers 0.000 description 2
- 230000003796 beauty Effects 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 230000002093 peripheral effect Effects 0.000 description 1
- 229910001220 stainless steel Inorganic materials 0.000 description 1
- 239000010935 stainless steel Substances 0.000 description 1
Classifications
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04F—FINISHING WORK ON BUILDINGS, e.g. STAIRS, FLOORS
- E04F13/00—Coverings or linings, e.g. for walls or ceilings
- E04F13/07—Coverings or linings, e.g. for walls or ceilings composed of covering or lining elements; Sub-structures therefor; Fastening means therefor
- E04F13/08—Coverings or linings, e.g. for walls or ceilings composed of covering or lining elements; Sub-structures therefor; Fastening means therefor composed of a plurality of similar covering or lining elements
- E04F13/0801—Separate fastening elements
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04F—FINISHING WORK ON BUILDINGS, e.g. STAIRS, FLOORS
- E04F13/00—Coverings or linings, e.g. for walls or ceilings
- E04F13/07—Coverings or linings, e.g. for walls or ceilings composed of covering or lining elements; Sub-structures therefor; Fastening means therefor
- E04F13/08—Coverings or linings, e.g. for walls or ceilings composed of covering or lining elements; Sub-structures therefor; Fastening means therefor composed of a plurality of similar covering or lining elements
- E04F13/0801—Separate fastening elements
- E04F13/0832—Separate fastening elements without load-supporting elongated furring elements between wall and covering elements
- E04F13/0833—Separate fastening elements without load-supporting elongated furring elements between wall and covering elements not adjustable
- E04F13/0835—Separate fastening elements without load-supporting elongated furring elements between wall and covering elements not adjustable the fastening elements extending into the back side of the covering elements
- E04F13/0837—Separate fastening elements without load-supporting elongated furring elements between wall and covering elements not adjustable the fastening elements extending into the back side of the covering elements extending completely through the covering elements
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Working Measures On Existing Buildindgs (AREA)
- Finishing Walls (AREA)
Abstract
Description
本発明は、躯体および仕上げ材からなる壁体を補修するピンニング工法およびこれに用いられるピンニング工法用アンカーピンに関する。 The present invention relates to a pinning method for repairing a wall body made of a skeleton and a finishing material, and an anchor pin for the pinning method used therefor.
ピンニング工法とは、外壁などの壁体の仕上げモルタル、貼付けモルタルやタイルなどの仕上げ材に浮きが生じた部分の剥落を防止するための工法である。ピンニング工法では、エポキシ樹脂系注入材などの接着剤とアンカーピンとを併用して、躯体と仕上げ材とを一体化する。 The pinning method is a method for preventing peeling of a floating portion of a finishing mortar such as an outer wall, a pasting mortar, or a tile. In the pinning method, an adhesive such as an epoxy resin injection material and an anchor pin are used in combination to integrate the skeleton and the finishing material.
従来、このようなピンニング工法に用いられているアンカーピンは、ピン胴体部から頭部にかけてテーパー状になっているものが多い(例えば、特許文献1参照。)。図12は従来のピンニング工法に用いられているアンカーピンの側面図である。図12に示すように、従来のアンカーピン100は、胴体部101と頭部102とから形成されている。頭部102は、胴体部101から頭端部103にかけてテーパー状になっている。このアンカーピン100は、図13に示すように、貼付けモルタル4Aやタイル4Bなどの仕上げ材を貫通して躯体3に形成された穿孔穴5内に挿入され、接着剤6により一体化される。 Conventionally, many anchor pins used in such a pinning method have a tapered shape from the pin body to the head (see, for example, Patent Document 1). FIG. 12 is a side view of the anchor pin used in the conventional pinning method. As shown in FIG. 12, the conventional anchor pin 100 is formed of a body portion 101 and a head portion 102. The head portion 102 has a tapered shape from the body portion 101 to the head end portion 103. As shown in FIG. 13, the anchor pin 100 is inserted into a perforated hole 5 formed in the skeleton 3 through a finishing material such as a sticking mortar 4A or a tile 4B, and is integrated by an adhesive 6.
図14に示すように、従来のピンニング工法は、貼付けモルタル4Aやタイル4Bなどの仕上げ材をアンカーピン100の頭端部103で押さえ込んだ構造である。すなわち、この従来のピンニング工法では、穿孔穴5とアンカーピン100は、頭部102の一部分(頭端部103)しか接触していない。このアンカーピン100の頭端部103は、前述のようにテーパー状になっており、非常に薄いため、支持強度が見込めず、この部分に力がかかると簡単に変形してしまう。例えば、図15に示すように、アンカーピン100により支持しているタイル4Bに不意な力が加わった場合、薄い頭端部103が変形してしまい、タイル4Bが外れてしまうおそれがある。 As shown in FIG. 14, the conventional pinning method has a structure in which a finishing material such as affixed mortar 4A or tile 4B is pressed by the head end portion 103 of the anchor pin 100. That is, in this conventional pinning method, the perforated hole 5 and the anchor pin 100 are in contact with only a part of the head 102 (head end 103). The head end portion 103 of the anchor pin 100 has a tapered shape as described above and is extremely thin, so that support strength cannot be expected and the anchor pin 100 is easily deformed when a force is applied to this portion. For example, as shown in FIG. 15, when an unexpected force is applied to the tile 4B supported by the anchor pin 100, the thin head end portion 103 may be deformed and the tile 4B may come off.
また、従来のピンニング工法では、図16に示すように穿孔穴5に対してアンカーピン100が斜めに入ってしまった場合に、アンカーピン100の頭端部103がタイル4Bの表面と面一にならず、タイル4Bの表面に凹凸ができてしまう。この場合、タイル4Bの表面を修正しなければならないため、施工時間がかかってしまうという問題がある。また、この凹凸修正は、作業者のスキルによって外観美を悪くしてしまうという問題がある。 Further, in the conventional pinning method, when the anchor pin 100 is obliquely inserted into the drilled hole 5 as shown in FIG. 16, the head end portion 103 of the anchor pin 100 is flush with the surface of the tile 4B. However, the surface of the tile 4B is uneven. In this case, since the surface of the tile 4B must be modified, there is a problem that the construction time is long. Further, this unevenness correction has a problem that the appearance beauty is deteriorated depending on the skill of the operator.
そこで、本発明においては、穿孔穴に対してアンカーピンが斜めに入った場合であってもアンカーピンの頭部と穿孔穴の開口縁部との接触面積を広く維持して、アンカーピンによる仕上げ材の支持強度を向上させることが可能なピンニング工法およびこれに用いられるピンニング工法用アンカーピンを提供することを目的とする。 Therefore, in the present invention, even when the anchor pin enters the drilled hole at an angle, the contact area between the head of the anchor pin and the opening edge of the drilled hole is maintained wide and finished with the anchor pin. It is an object of the present invention to provide a pinning method capable of improving the supporting strength of a material and an anchor pin for the pinning method used therefor.
本発明のピンニング工法は、躯体および仕上げ材からなる壁体を補修するピンニング工法であって、仕上げ材を貫通して躯体に穿孔穴を形成すること、穿孔穴の開口縁部に球帯状の面取り部を形成すること、穿孔穴に接着剤を注入すること、球帯状の面取り部に面接触する球帯状面を頭部に有するアンカーピンを接着剤が注入された穿孔穴に挿入し、アンカーピンの頭部の球帯状面と穿孔穴の球帯状の面取り部とを面接触させることを含む。 The pinning method of the present invention is a pinning method for repairing a wall body composed of a skeleton and a finishing material, in which a perforated hole is formed in the skeleton through the finishing material, and a spherical band-shaped chamfer is formed at the opening edge of the perforated hole. Forming a part, injecting adhesive into the perforated hole, inserting an anchor pin with a spherical surface in the head that makes surface contact with the chamfered part of the spherical band into the perforated hole into which the adhesive was injected, and anchor pin Includes surface contact between the globular surface of the head and the globular chamfer of the perforated hole.
本発明のピンニング工法によれば、アンカーピンの頭部の球帯状面と穿孔穴の球帯状の面取り部とが面接触するため、穿孔穴に対してアンカーピンが斜めに入った場合であってもアンカーピンの頭部と穿孔穴の開口縁部との接触面積を広く維持することができる。 According to the pinning method of the present invention, the spherical surface of the head of the anchor pin and the chamfered portion of the perforated hole come into surface contact with each other, so that the anchor pin enters the perforated hole at an angle. Also, the contact area between the head of the anchor pin and the opening edge of the perforated hole can be maintained wide.
本発明によれば、アンカーピンの頭部の球帯状面と穿孔穴の球帯状の面取り部とが面接触するため、穿孔穴に対してアンカーピンが斜めに入った場合であってもアンカーピンの頭部と穿孔穴の開口縁部との接触面積を広く維持することができ、アンカーピンによる仕上げ材の支持強度を向上させることが可能となる。 According to the present invention, since the spherical surface of the head of the anchor pin and the chamfered portion of the perforated hole are in surface contact with each other, the anchor pin is formed even when the anchor pin is obliquely inserted into the perforated hole. The contact area between the head and the opening edge of the perforated hole can be maintained wide, and the supporting strength of the finishing material by the anchor pin can be improved.
図1は本発明の実施の形態におけるピンニング工法用アンカーピンの側面図、図2は本発明の実施の形態におけるピンニング工法の穿孔工程を示す説明図、図3はアンカーピン挿入工程を示す説明図、図4はピンニング完了後の状態を示す説明図である。 FIG. 1 is a side view of the anchor pin for the pinning method according to the embodiment of the present invention, FIG. 2 is an explanatory view showing a drilling process of the pinning method according to the embodiment of the present invention, and FIG. 3 is an explanatory view showing an anchor pin insertion process. , FIG. 4 is an explanatory diagram showing a state after the completion of pinning.
本発明の実施の形態におけるピンニング工法は、図4に示すように、建物の外壁や内壁などの壁体2において、躯体3から仕上げモルタル(図示せず。)、貼付けモルタル4Aやタイル4Bなどの仕上げ材4に浮きが生じた部分などの要補修箇所に穿孔穴5を形成し、その穿孔穴5内にエポキシ樹脂系注入材などの接着剤6を注入し、アンカーピン1を挿入して、躯体3と仕上げ材4とを一体化することにより補修を行うものである。 In the pinning method according to the embodiment of the present invention, as shown in FIG. 4, in the wall body 2 such as the outer wall and the inner wall of the building, from the skeleton 3 to the finishing mortar (not shown), the pasted mortar 4A, the tile 4B, etc. A perforated hole 5 is formed in a portion requiring repair such as a portion where the finishing material 4 is lifted, an adhesive 6 such as an epoxy resin-based injection material is injected into the perforated hole 5, and an anchor pin 1 is inserted. The repair is performed by integrating the skeleton 3 and the finishing material 4.
図1に示すように、本発明の実施の形態におけるピンニング工法用のアンカーピン1は、棒状(円柱状)の胴体部10と、球帯状の頭部11とから形成されている。胴体部10と頭部11とは、例えばステンレス鋼等により一体に形成されている。胴体部10の直径R10は、後述する穿孔穴5の内径R5(図2(A)参照。)よりも小径に形成されている。なお、図示していないが、胴体部10の外周面には、引き抜き強度を高めるためにローレット加工により凹凸が形成される。 As shown in FIG. 1, the anchor pin 1 for the pinning method according to the embodiment of the present invention is formed of a rod-shaped (cylindrical) body portion 10 and a spherical band-shaped head portion 11. The body portion 10 and the head portion 11 are integrally formed of, for example, stainless steel. The diameter R10 of the body portion 10 is formed to be smaller than the inner diameter R5 (see FIG. 2A) of the drilling hole 5 described later. Although not shown, irregularities are formed on the outer peripheral surface of the body portion 10 by knurling in order to increase the pull-out strength.
頭部11は、円形状の端面11Aと、胴体部10との接続面10Aから端面11Aに至る球帯状面11Bとを有する。胴体部10との接続面10Aおよび端面11Aは、胴体部10の軸線10Bに対して直交する平面である。なお、本実施形態においては、頭部11は、直径R11の球体を2つの平行な接続面10Aおよび端面11Aで切った球台である。球帯状面11Bは、この球台の側面部分である。 The head portion 11 has a circular end surface 11A and a spherical surface 11B extending from a connecting surface 10A to the body portion 10 to the end surface 11A. The connecting surface 10A and the end surface 11A with the body portion 10 are planes orthogonal to the axis 10B of the body portion 10. In the present embodiment, the head portion 11 is a sphere segment obtained by cutting a sphere having a diameter R11 with two parallel connecting surfaces 10A and an end surface 11A. The spherical surface 11B is a side surface portion of the spherical segment.
上記アンカーピン1を用いたピンニング工法では、図2(A)に示すように、まず、躯体3の表面に貼付けモルタル4Aやタイル4Bなどの仕上げ材4が設けられた壁体2の要補修箇所に対し、仕上げ材4を貫通して躯体3に深さD5の穿孔穴5を形成する。その後、同図(B)に示すように穿孔穴5の開口縁部5Aから球状面取りビット7を用いて深さD7まで面取りを行い、同図(C)に示すように開口縁部5Aに球帯状の面取り部5Bを形成する。 In the pinning method using the anchor pin 1, as shown in FIG. 2 (A), first, the repair-required portion of the wall body 2 provided with the finishing material 4 such as the mortar 4A and the tile 4B attached to the surface of the skeleton 3 On the other hand, a hole 5 having a depth of D5 is formed in the skeleton 3 through the finishing material 4. After that, as shown in FIG. 3B, chamfering is performed from the opening edge 5A of the perforated hole 5 to a depth D7 using a spherical chamfering bit 7, and a ball is formed in the opening edge 5A as shown in FIG. A strip-shaped chamfered portion 5B is formed.
球状面取りビット7の先端部の球状の直径R7は、使用するアンカーピン1の頭部11の球帯状面11Bの直径R1と同一径とすることで、球帯状の面取り部5Bの内径R3は、球帯状面11Bの直径R1と同一径とする。これにより、アンカーピン1を穿孔穴5に挿入した際、アンカーピン1の頭部11の球帯状面11Bと穿孔穴5の球帯状の面取り部5Bとが面接触するようになる。 The spherical diameter R7 at the tip of the spherical chamfer bit 7 has the same diameter as the diameter R1 of the spherical surface 11B of the head 11 of the anchor pin 1 to be used, so that the inner diameter R3 of the spherical chamfer 5B is set to the same diameter. The diameter is the same as the diameter R1 of the spherical surface 11B. As a result, when the anchor pin 1 is inserted into the drilling hole 5, the spherical surface 11B of the head portion 11 of the anchor pin 1 and the spherical chamfered portion 5B of the drilling hole 5 come into surface contact with each other.
次に、図3(A)に示すように、穿孔穴5に接着剤6を注入して、穿孔穴5内および仕上げ材4の浮きの部分に接着剤6を行き渡らせる。そして、同図(B)に示すように、アンカーピン1を穿孔穴5の奥まで挿入する。これにより、同図(C)に示すように、アンカーピン1の頭部11の球帯状面11Bと穿孔穴5の球帯状の面取り部5Bとが面接触し、仕上げ材4はアンカーピン1により広い面で支持される。 Next, as shown in FIG. 3A, the adhesive 6 is injected into the perforated hole 5 to spread the adhesive 6 in the perforated hole 5 and in the floating portion of the finishing material 4. Then, as shown in FIG. 3B, the anchor pin 1 is inserted all the way into the drilling hole 5. As a result, as shown in FIG. 3C, the spherical surface 11B of the head 11 of the anchor pin 1 and the spherical chamfered portion 5B of the perforated hole 5 come into surface contact with each other, and the finishing material 4 is brought into surface contact by the anchor pin 1. It is supported in a wide range.
最後に、アンカーピン1の頭部11の端面11Aと仕上げ材4の表面4Cとの隙間をパテ8で埋め、仕上げ材4の表面4Cと同色のタッチアップ塗料で塗って仕上げる。なお、パテ8はマヨネーズ状のものを用いて隙間にすり込むようにして施工することが望ましい。また、パテ8は紫外線硬化型や光硬化型のものを用いることが望ましい。 Finally, the gap between the end surface 11A of the head 11 of the anchor pin 1 and the surface 4C of the finishing material 4 is filled with putty 8 and painted with a touch-up paint of the same color as the surface 4C of the finishing material 4 to finish. It is desirable to use a mayonnaise-like putty 8 and rub it into the gap. Further, it is desirable to use a putty 8 of an ultraviolet curable type or a photocurable type.
なお、前述の穿孔穴5の深さD5は、アンカーピン1を穿孔穴5に挿入して、アンカーピン1の頭部11の球帯状面11Bと穿孔穴5の球帯状の面取り部5Bとを面接触させた際に、胴体部10の全体が穿孔穴5内に収容される深さとする。また、面取りの深さD7は、頭部11の端面11Aが仕上げ材4の表面4Cとの間に隙間が形成され、パテ8により頭部11を埋込み可能な深さとする。 The depth D5 of the perforated hole 5 is such that the anchor pin 1 is inserted into the perforated hole 5 and the spherical surface 11B of the head 11 of the anchor pin 1 and the spherical chamfered portion 5B of the perforated hole 5 are formed. The depth is such that the entire body portion 10 is accommodated in the perforated hole 5 when the body is brought into surface contact. The chamfering depth D7 is such that the end surface 11A of the head 11 is formed with a gap between the end surface 11A and the surface 4C of the finishing material 4, and the head 11 can be embedded by the putty 8.
以上のように、本実施形態におけるアンカーピン1を用いたピンニング工法によれば、アンカーピン1の頭部11の球帯状面11Bと穿孔穴5の球帯状の面取り部5Bとが面接触し、仕上げ材4はアンカーピン1により広い面で支持されるので支持強度が向上する。また、このピンニング工法では、図5に示すように穿孔穴5の軸線5Cに対してアンカーピン1が斜めに挿入されたとしても、アンカーピン1の頭部11の球帯状面11Bと穿孔穴5の球帯状の面取り部5Bとの面接触の状態が維持される。したがって、アンカーピン1の頭部11と穿孔穴5の開口縁部との接触面積を広く維持することができ、アンカーピン1による仕上げ材4の支持強度を維持することができる。 As described above, according to the pinning method using the anchor pin 1 in the present embodiment, the spherical surface 11B of the head 11 of the anchor pin 1 and the spherical chamfered portion 5B of the perforated hole 5 are in surface contact with each other. Since the finishing material 4 is supported by the anchor pin 1 on a wide surface, the supporting strength is improved. Further, in this pinning method, even if the anchor pin 1 is inserted obliquely with respect to the axis 5C of the drilling hole 5 as shown in FIG. 5, the spherical surface 11B and the drilling hole 5 of the head 11 of the anchor pin 1 The state of surface contact with the spherical chamfered portion 5B is maintained. Therefore, the contact area between the head portion 11 of the anchor pin 1 and the opening edge portion of the drilled hole 5 can be maintained wide, and the supporting strength of the finishing material 4 by the anchor pin 1 can be maintained.
次に、本発明のアンカーピンの別の実施形態について説明する。図6は本発明の別の実施形態におけるアンカーピンの側面図、図7は図6のアンカーピンを分解した状態を示す部分斜視図、図8は図6のアンカーピンのキャップを首振りした状態を示す部分側面図、図9は図8の縦断面図、図10は図6のアンカーピンの挿入工程を示す説明図、図11はアンカーピン挿入後の状態を示す部分拡大図である。 Next, another embodiment of the anchor pin of the present invention will be described. 6 is a side view of the anchor pin according to another embodiment of the present invention, FIG. 7 is a partial perspective view showing a state in which the anchor pin of FIG. 6 is disassembled, and FIG. 8 is a state in which the cap of the anchor pin of FIG. 6 is swung. 9 is a vertical cross-sectional view of FIG. 8, FIG. 10 is an explanatory view showing an anchor pin insertion step of FIG. 6, and FIG. 11 is a partially enlarged view showing a state after the anchor pin is inserted.
図6に示すアンカーピン9は、アンカーピン本体としての前述のアンカーピン1と、アンカーピン1の端部の球帯状の頭部11に嵌合されるキャップ12とから構成される。キャップ12は、アンカーピン1の頭部11に嵌合された状態において、アンカーピン9の頭部を形成し、前述の穿孔穴5の球帯状の面取り部5Bに面接触する球帯状面12Aを有する。 The anchor pin 9 shown in FIG. 6 is composed of the above-mentioned anchor pin 1 as an anchor pin main body and a cap 12 fitted to a spherical head portion 11 at the end of the anchor pin 1. The cap 12 forms the head of the anchor pin 9 in a state of being fitted to the head 11 of the anchor pin 1, and has a spherical surface 12A that makes surface contact with the spherical chamfered portion 5B of the above-mentioned drilling hole 5. Have.
キャップ12は、アンカーピン1の頭部11に嵌合される凹部12Bを有する。凹部12Bは内面がアンカーピン1の頭部11に面接触する球帯状面となっている。また、キャップ12には、凹部12Bの開口を拡げてアンカーピン1の頭部11に嵌合させるための割り12Cが2箇所に形成されている。 The cap 12 has a recess 12B that fits into the head 11 of the anchor pin 1. The concave portion 12B has a spherical band-shaped surface whose inner surface is in surface contact with the head portion 11 of the anchor pin 1. Further, the cap 12 is formed with two splits 12C for expanding the opening of the recess 12B and fitting it to the head 11 of the anchor pin 1.
このアンカーピン9では、図8および図9に示すように、アンカーピン1の頭部11に首振り可能なキャップ12が嵌合した状態となるため、アンカーピン1の軸線10Bとキャップ12の端面12Dとが直交しない場合、すなわち、アンカーピン1が挿入される穿孔穴5がタイル4Bなどの仕上げ材4と直交しない場合にも対応することができる。 In the anchor pin 9, as shown in FIGS. 8 and 9, the swingable cap 12 is fitted to the head 11 of the anchor pin 1, so that the axis 10B of the anchor pin 1 and the end face of the cap 12 are fitted. It is also possible to deal with the case where the anchor pin 1 is not orthogonal to the 12D, that is, the hole 5 into which the anchor pin 1 is inserted is not orthogonal to the finishing material 4 such as the tile 4B.
このアンカーピン9は、図10に示すように接着剤6を注入した穿孔穴5に挿入すると、キャップ12の球帯状面12Aが穿孔穴5の球帯状の面取り部5Bに面接触する。このアンカーピン9では、アンカーピン1(アンカーピン本体)が穿孔穴5に対して斜めに挿入されてもキャップ12が首振り可能であるため、キャップ12の端面12Dは仕上げ材4の表面4Cと平行を維持できる。 When the anchor pin 9 is inserted into the perforated hole 5 into which the adhesive 6 is injected as shown in FIG. 10, the spherical surface 12A of the cap 12 comes into surface contact with the spherical chamfered portion 5B of the perforated hole 5. In this anchor pin 9, the cap 12 can swing even if the anchor pin 1 (anchor pin body) is inserted diagonally into the drilling hole 5, so that the end surface 12D of the cap 12 is the surface 4C of the finishing material 4. Can be kept parallel.
そのため、キャップ12の端面12Dが仕上げ材4の表面4Cと面一となるように、前述の面取りの深さD7を調整することで、パテ8を使用することが不要となる。この場合、キャップ12の端面12Dを仕上げ材4の表面4Cと同色のタッチアップ塗料で塗って仕上げるようにすれば良い。 Therefore, by adjusting the chamfering depth D7 described above so that the end surface 12D of the cap 12 is flush with the surface 4C of the finishing material 4, it is not necessary to use the putty 8. In this case, the end surface 12D of the cap 12 may be painted with a touch-up paint of the same color as the surface 4C of the finishing material 4 to finish.
なお、前述のアンカーピン1を用いたピンニング工法においても、アンカーピン1の頭部11の端面11Aが仕上げ材4の表面4Cと面一となるように、穿孔穴5の深さD5を調整することで、パテ8を使用することが不要となる。この場合、アンカーピン1の頭部11の端面11Aを仕上げ材4の表面4Cと同色のタッチアップ塗料で塗って仕上げるようにすれば良い。 Also in the pinning method using the anchor pin 1 described above, the depth D5 of the drilling hole 5 is adjusted so that the end surface 11A of the head 11 of the anchor pin 1 is flush with the surface 4C of the finishing material 4. This eliminates the need to use the putty 8. In this case, the end surface 11A of the head 11 of the anchor pin 1 may be painted with a touch-up paint of the same color as the surface 4C of the finishing material 4 to finish.
本発明のピンニング工法およびこれに用いられるピンニング工法用アンカーピンは、建物の外壁や内壁などの壁体において、躯体から仕上げモルタル、貼付けモルタルやタイルなどの仕上げ材に浮きが生じた部分などを補修して剥落を防止する工法およびアンカーピンとして有用である。 The pinning method of the present invention and the anchor pin for the pinning method used for this method repair a part of a wall body such as an outer wall or an inner wall of a building where a floating part is generated from the skeleton to a finishing mortar, a pasting mortar, a tile or the like. It is useful as a construction method to prevent peeling and as an anchor pin.
1,9 アンカーピン
2 壁体
3 躯体
4 仕上げ材
4A 貼付けモルタル
4B タイル
4C 表面
5 穿孔穴
5A 開口縁部
5B 面取り部
5C 軸線
6 接着剤
7 球状面取りビット
8 パテ
10 胴体部
10A 接続面
10B 軸線
11 頭部
11A 端面
11B 球帯状面
12 キャップ
12A 球帯状面
12B 凹部
12C 割り
12D 端面
1, 9 Anchor pin 2 Wall body 3 Frame 4 Finishing material 4A Pasting mortar 4B Tile 4C Surface 5 Perforated hole 5A Opening edge 5B Chamfered part 5C Axis line 6 Adhesive 7 Spherical chamfered bit 8 Putty 10 Body part 10A Connection surface 10A Head 11A End face 11B Spherical surface 12 Cap 12A Spherical surface 12B Recess 12C Split 12D End face
Claims (7)
前記仕上げ材を貫通して前記躯体に穿孔穴を形成すること、
前記穿孔穴の開口縁部に球帯状の面取り部を形成すること、
前記穿孔穴に接着剤を注入すること、
前記球帯状の面取り部に面接触する球帯状面を頭部に有するアンカーピンを前記接着剤が注入された穿孔穴に挿入し、前記アンカーピンの頭部の球帯状面と前記穿孔穴の球帯状の面取り部とを面接触させること
を含むピンニング工法。 It is a pinning method that repairs the wall body made of the skeleton and finishing material.
To form a perforated hole in the skeleton through the finishing material,
Forming a spherical chamfered portion at the opening edge of the perforated hole,
Injecting an adhesive into the perforated hole,
An anchor pin having a spherical surface in the head that is in surface contact with the chamfered portion of the spherical band is inserted into the perforated hole into which the adhesive is injected, and the spherical surface of the head of the anchor pin and the ball of the perforated hole are inserted. A pinning method that includes surface contact with a strip-shaped chamfered portion.
前記アンカーピン本体の端部は、前記キャップの凹部に嵌合して前記凹部の内面の球帯状面に面接触する球帯状面を有する
請求項3記載のピンニング工法。 The cap is a recess that is fitted to the end of the anchor pin body, and has a recess whose inner surface is a spherical surface.
The pinning method according to claim 3, wherein the end portion of the anchor pin body has a spherical surface that fits into the concave portion of the cap and comes into surface contact with the spherical surface of the inner surface of the concave portion.
前記仕上げ材を貫通して前記躯体に形成された穿孔穴の開口縁部に形成された球帯状の面取り部に面接触する球帯状面を頭部に有するピンニング工法用アンカーピン。 Anchor pins for the pinning method used in the pinning method for repairing walls made of skeletons and finishing materials.
An anchor pin for a pinning method having a spherical surface on the head that penetrates the finishing material and makes surface contact with a spherical chamfered portion formed at an opening edge of a perforated hole formed in the skeleton.
前記アンカーピン本体の端部は、前記キャップの凹部に嵌合して前記凹部の内面の球帯状面に面接触する球帯状面を有する
請求項6記載のピンニング工法用アンカーピン。 The cap is a recess that is fitted to the end of the anchor pin body, and has a recess whose inner surface is a spherical surface.
The anchor pin for a pinning method according to claim 6, wherein the end portion of the anchor pin body has a spherical surface that fits into the concave portion of the cap and makes surface contact with the spherical surface of the inner surface of the concave portion.
Priority Applications (3)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP2019141491A JP6830683B2 (en) | 2019-07-31 | 2019-07-31 | Anchor pin for pinning method and pinning method used for this |
TW109125474A TW202106960A (en) | 2019-07-31 | 2020-07-28 | Pinning method and anchor pin being used thereof |
CN202010736140.0A CN112302276B (en) | 2019-07-31 | 2020-07-28 | Nailing method and anchor for nailing method used therefor |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP2019141491A JP6830683B2 (en) | 2019-07-31 | 2019-07-31 | Anchor pin for pinning method and pinning method used for this |
Publications (2)
Publication Number | Publication Date |
---|---|
JP6830683B2 JP6830683B2 (en) | 2021-02-17 |
JP2021025226A true JP2021025226A (en) | 2021-02-22 |
Family
ID=74484034
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP2019141491A Active JP6830683B2 (en) | 2019-07-31 | 2019-07-31 | Anchor pin for pinning method and pinning method used for this |
Country Status (3)
Country | Link |
---|---|
JP (1) | JP6830683B2 (en) |
CN (1) | CN112302276B (en) |
TW (1) | TW202106960A (en) |
Citations (5)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPH1036064A (en) * | 1996-07-29 | 1998-02-10 | Onoda:Kk | Lifting anchor bolt |
KR20050026826A (en) * | 2003-09-09 | 2005-03-16 | 신정우 | Injection pin for repairing concrete crack and mending method using injection pin |
JP2005311108A (en) * | 2004-04-22 | 2005-11-04 | Shin Etsu Handotai Co Ltd | Vapor phase epitaxial growth system |
JP2008115527A (en) * | 2005-04-28 | 2008-05-22 | Dgp:Kk | Injection nozzle for pinning method and pinning method by use of the same |
JP2016141966A (en) * | 2015-01-30 | 2016-08-08 | Fsテクニカル株式会社 | Wall body repair method |
Family Cites Families (5)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
ES2106237T3 (en) * | 1992-10-14 | 1997-11-01 | Helmut Steinhilber | FIXING A RIGID PLATE TO A FIXING SURFACE. |
JP2003166517A (en) * | 2001-11-29 | 2003-06-13 | Kyocera Corp | Mounting structure of resin case |
US7371027B2 (en) * | 2003-10-09 | 2008-05-13 | Isel Co., Ltd. | Fastening tool and fastening bolt |
JP4679258B2 (en) * | 2005-06-21 | 2011-04-27 | 株式会社Dgp | Grinding bit for pinning method, pinning method using the same, and anchor pin used therefor |
CN207974251U (en) * | 2018-03-20 | 2018-10-16 | 中冶建工集团有限公司 | Concrete wall waterproof fabrics mounting structure |
-
2019
- 2019-07-31 JP JP2019141491A patent/JP6830683B2/en active Active
-
2020
- 2020-07-28 TW TW109125474A patent/TW202106960A/en unknown
- 2020-07-28 CN CN202010736140.0A patent/CN112302276B/en active Active
Patent Citations (5)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPH1036064A (en) * | 1996-07-29 | 1998-02-10 | Onoda:Kk | Lifting anchor bolt |
KR20050026826A (en) * | 2003-09-09 | 2005-03-16 | 신정우 | Injection pin for repairing concrete crack and mending method using injection pin |
JP2005311108A (en) * | 2004-04-22 | 2005-11-04 | Shin Etsu Handotai Co Ltd | Vapor phase epitaxial growth system |
JP2008115527A (en) * | 2005-04-28 | 2008-05-22 | Dgp:Kk | Injection nozzle for pinning method and pinning method by use of the same |
JP2016141966A (en) * | 2015-01-30 | 2016-08-08 | Fsテクニカル株式会社 | Wall body repair method |
Also Published As
Publication number | Publication date |
---|---|
JP6830683B2 (en) | 2021-02-17 |
CN112302276A (en) | 2021-02-02 |
TW202106960A (en) | 2021-02-16 |
CN112302276B (en) | 2022-04-12 |
Similar Documents
Publication | Publication Date | Title |
---|---|---|
KR101851646B1 (en) | Anchor for repair and reinforcement of the exterior finishing material and the method of repairing using the same | |
CN104379947B (en) | Anchor for attachment in wall | |
JP6830683B2 (en) | Anchor pin for pinning method and pinning method used for this | |
JP5988922B2 (en) | Anchor pin with inlet, pinning method and net barrier method using the same | |
JP6486122B2 (en) | Wall body repair method | |
JP4721848B2 (en) | Expansion anchor for pinning method and pinning method using the same | |
JP3958226B2 (en) | Anchor pin for pinning method and pinning method using the same | |
JP4030887B2 (en) | Expansion anchor for pinning method and pinning method using the same | |
JP6985717B2 (en) | Pinning method | |
JP2004339797A (en) | Anchor metal fitting | |
JP4679258B2 (en) | Grinding bit for pinning method, pinning method using the same, and anchor pin used therefor | |
JP2018197477A (en) | Floating repair method of outer wall with tiles direct-stuck thereon | |
JP3686593B2 (en) | Resin combined anchor device | |
JPH0323486Y2 (en) | ||
JPH0412206Y2 (en) | ||
JPH0412933Y2 (en) | ||
WO2007089010A1 (en) | Adhesive anchor and method for adhesive anchor construction | |
JP6410499B2 (en) | Anchor pin for pinning method and pinning method using the same | |
JP7075156B1 (en) | Wall repair method and wall | |
JP7341474B2 (en) | Cosmetic cap and peeling repair parts | |
JP2005240280A (en) | Anchor pin with inlet | |
JP7427297B2 (en) | Screwing jig | |
JP2004084434A (en) | Wall surface repairing method | |
KR200202715Y1 (en) | Ruggdness pouring type contrete structure | |
JP5341668B2 (en) | Anchor pin, pinning method |
Legal Events
Date | Code | Title | Description |
---|---|---|---|
A621 | Written request for application examination |
Free format text: JAPANESE INTERMEDIATE CODE: A621 Effective date: 20191101 |
|
TRDD | Decision of grant or rejection written | ||
A01 | Written decision to grant a patent or to grant a registration (utility model) |
Free format text: JAPANESE INTERMEDIATE CODE: A01 Effective date: 20210105 |
|
A61 | First payment of annual fees (during grant procedure) |
Free format text: JAPANESE INTERMEDIATE CODE: A61 Effective date: 20210113 |
|
R150 | Certificate of patent or registration of utility model |
Ref document number: 6830683 Country of ref document: JP Free format text: JAPANESE INTERMEDIATE CODE: R150 |
|
S111 | Request for change of ownership or part of ownership |
Free format text: JAPANESE INTERMEDIATE CODE: R313113 |
|
R350 | Written notification of registration of transfer |
Free format text: JAPANESE INTERMEDIATE CODE: R350 |
|
R250 | Receipt of annual fees |
Free format text: JAPANESE INTERMEDIATE CODE: R250 |