TW202106960A - Pinning method and anchor pin being used thereof - Google Patents
Pinning method and anchor pin being used thereof Download PDFInfo
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- TW202106960A TW202106960A TW109125474A TW109125474A TW202106960A TW 202106960 A TW202106960 A TW 202106960A TW 109125474 A TW109125474 A TW 109125474A TW 109125474 A TW109125474 A TW 109125474A TW 202106960 A TW202106960 A TW 202106960A
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- anchor
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- shaped
- spherical belt
- perforation
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- 238000000034 method Methods 0.000 title claims abstract description 51
- 239000000463 material Substances 0.000 claims abstract description 38
- 239000000853 adhesive Substances 0.000 claims abstract description 14
- 230000001070 adhesive effect Effects 0.000 claims abstract description 14
- 238000005034 decoration Methods 0.000 claims description 13
- 230000000149 penetrating effect Effects 0.000 claims 1
- 239000004570 mortar (masonry) Substances 0.000 description 11
- 238000010586 diagram Methods 0.000 description 10
- 238000003780 insertion Methods 0.000 description 4
- 230000037431 insertion Effects 0.000 description 4
- 239000003973 paint Substances 0.000 description 3
- 230000008439 repair process Effects 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
- 238000004873 anchoring Methods 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 235000010746 mayonnaise Nutrition 0.000 description 1
- 239000008268 mayonnaise Substances 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
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-
- 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
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- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Working Measures On Existing Buildindgs (AREA)
- Finishing Walls (AREA)
Abstract
Description
本發明係關於一種修補由主體和裝飾材料構成的牆體的釘固方法及其所用的釘固法用錨釘。The invention relates to a nailing method for repairing a wall composed of a main body and decorative materials and an anchor nail for the nailing method used for the nailing method.
釘固方法是指用於防止在外牆等牆體的裝飾砂漿、貼附砂漿和磁磚等的裝飾材料上產生浮動的部分剝落的方法。在釘固方法中,同時使用環氧樹脂注入材料等黏接劑和錨釘,將主體和裝飾材料一體化。The nailing method refers to a method used to prevent floating parts from peeling off on decorative mortars, attached mortars, tiles and other decorative materials on exterior walls and other walls. In the nailing method, adhesives such as epoxy resin injection materials and anchors are used at the same time to integrate the main body and the decorative material.
過去,這樣的釘固方法所用的錨釘大多是從銷釘本體向頭部變成錐體狀的錨釘(例如參照專利文獻1)。圖12是傳統的釘固方法所用的錨釘的側視圖。如圖12所示,傳統的錨釘100由本體101和頭部102形成。頭部102從本體101向頭端部103呈錐體狀形成。錨釘100如圖13所示穿過貼附砂漿4A、磁磚4B等裝飾材料地被插入形成在主體3中的穿孔5,通過黏接劑6被一體化。
(現有技術文獻)
(專利文獻)In the past, most of the anchors used in such nailing methods are anchors that have a cone shape from the pin body to the head (for example, refer to Patent Document 1). Fig. 12 is a side view of the anchor used in the conventional nailing method. As shown in FIG. 12, the
專利文獻1:特開2007-2441號公報(圖6)Patent Document 1: Japanese Patent Application Publication No. 2007-2441 (Figure 6)
(發明要解決的問題)(The problem to be solved by the invention)
如圖14所示,傳統的釘固方法是用錨釘100的頭端部103按壓住貼附砂漿4A、磁磚4B等裝飾材料的構造。即,在傳統的釘固方法中,穿孔5和錨釘100僅在頭部102的局部(頭端部103)接觸。錨釘100的頭端部103如前所述呈錐體狀形成,因為非常薄,故支撐強度是指望不上的,對該部分施力時容易變形。例如如圖15所示,在對由錨釘100支撐的磁磚4B施加意外力的情況下,恐怕薄的頭端部103會變形且導致磁磚4B脫落。As shown in FIG. 14, the conventional nailing method is a structure in which the
另外,在傳統的釘固方法中,當錨釘100如圖16所示相對於穿孔5斜向插入時,錨釘100的頭端部103與磁磚4B的表面未形成同一面,在磁磚4B的表面可能造成凹凸。在此情況下,由於必須修正磁磚4B的表面,故存在耗用施工時間這樣的問題。還存在凹凸修正因操作者技巧而使外觀變差這樣的問題。In addition, in the conventional nailing method, when the
因而,本發明的目的是提供釘固方法及其所用的釘固法用錨釘,在此,即使錨釘相對於穿孔斜向插入,也能維持錨釘頭部與穿孔的開口邊緣部的大接觸面積並使借助錨釘的裝飾材料支撐強度提高。 (用於解決問題的手段)Therefore, the object of the present invention is to provide a nailing method and an anchor for the nailing method used therein, where even if the anchor is inserted obliquely with respect to the perforation, the size of the anchor head and the opening edge of the perforation can be maintained. The contact area also increases the supporting strength of the decorative material with the aid of anchor nails. (Means used to solve the problem)
本發明的釘固方法是修補由主體及裝飾材料構成的牆體的釘固方法,包括:貫穿裝飾材料地在主體上形成穿孔,在穿孔的開口邊緣部形成球帶狀倒角部,在穿孔中注入黏接劑,將在頭部具有與球帶狀倒角部面接觸的球帶狀面的錨釘插入注入有黏接劑的穿孔,使錨釘頭部的球帶狀面與穿孔的球帶狀倒角部面接觸。The nailing method of the present invention is a nailing method for repairing a wall composed of a main body and a decorative material. It includes: forming a perforation on the main body through the decorative material, forming a spherical belt-shaped chamfer on the edge of the perforated opening, The adhesive is injected into the head, and the anchor with the spherical surface in contact with the spherical chamfered portion is inserted into the hole in which the adhesive is injected, so that the spherical surface of the anchor head is in contact with the hole of the hole. The ball-shaped chamfer is in surface contact.
根據本發明的釘固方法,由於錨釘頭部的球帶狀面和穿孔的球帶狀倒角部形成面接觸,故即使錨釘相對於穿孔斜向插入,也能夠維持錨釘頭部與穿孔的開口邊緣部的大接觸面積。 (發明效果)According to the nailing method of the present invention, since the ball-belt-shaped surface of the anchor head and the ball-belt-shaped chamfered portion of the perforation form surface contact, even if the anchor is inserted obliquely with respect to the perforation, it is possible to maintain the anchor head and Large contact area at the edge of the perforated opening. (Inventive effect)
根據本發明,由於錨釘頭部的球帶狀面和穿孔的球帶狀倒角部形成面接觸,故即使錨釘相對於穿孔斜向插入,也能夠維持錨釘頭部和穿孔的開口邊緣部的大接觸面積,由此可以使借助錨釘的裝飾材料的支撐強度提高。According to the present invention, since the ball-belt-shaped surface of the anchor head and the ball-belt-shaped chamfered portion of the perforation form surface contact, even if the anchor is inserted obliquely with respect to the perforation, the anchor head and the opening edge of the perforation can be maintained The large contact area of the upper part can improve the supporting strength of the decorative material by means of the anchor.
圖1是本發明實施例中的釘固法用錨釘的側視圖,圖2是本發明實施例中的釘固方法的穿孔工序的說明圖,圖3是錨釘插入工序的說明圖,圖4是釘固結束的狀態的說明圖。1 is a side view of the anchor for the nailing method in the embodiment of the present invention, FIG. 2 is an explanatory view of the perforation process of the nailing method in the embodiment of the present invention, and FIG. 3 is an explanatory view of the anchor insertion process, 4 is an explanatory diagram of the state where the nailing is completed.
本發明實施例中的釘固方法如圖4所示是如下方法,在建築物外牆、內牆等牆體2上,在從主體3至裝飾砂漿(未示出)、貼附砂漿4A、磁磚4B等裝飾材料4產生浮動的部分等需修補處形成穿孔5,在穿孔5內注入環氧樹脂注入材料等黏接劑6,插入錨釘1,通過使主體3和裝飾材料4一體化而進行修補。The nailing method in the embodiment of the present invention, as shown in Figure 4, is the following method. On the external wall, internal wall and
如圖1所示,本發明實施例中的釘固法用錨釘1由棒狀(圓柱狀)本體10和球帶狀頭部11形成。本體10和頭部11例如由不銹鋼等一體形成。本體10的直徑R10被製作成比後述穿孔5的內徑R5(參照圖2(A))小。另外,雖然未示出,但在本體10的外周面上通過滾花加工形成凹凸以提高抗拉強度。As shown in FIG. 1, the
頭部11具有圓形端面11A和從與本體10的連接面10A起直到端面11A的球帶狀面11B。與本體10的連接面10A及端面11A是相對於本體10的軸線10B正交的平面。另外,在本實施例中,頭部11是用兩個平行的連接面10A及端面11A切割直徑R11的球體而成的球座。球帶狀面11B是該球座的側面部分。The
在使用所述錨釘1的釘固方法中,如圖2(A)所示,首先,針對在主體3表面設有貼附砂漿4A、磁磚4B等裝飾材料4的牆體2的需修補部位,穿透裝飾材料4地在主體3上形成深度D5的穿孔5。然後如同圖2(B)所示,從穿孔5的開口邊緣部5A起用球帶狀倒角鑽頭7進行倒角,直至深度D7,如圖2(C)所示,在開口邊緣部5A形成球帶狀倒角部5B。In the nailing method using the
因為球帶狀倒角鑽頭7的前端部的球狀直徑R7與所用錨釘1的頭部11的球帶狀面11B的直徑R1相同,故球帶狀倒角部5B的內徑R3與球帶狀面11B的直徑R1是相同的。這樣,在將錨釘1插入穿孔5時,錨釘1的頭部11的球帶狀面11B與穿孔5的球帶狀倒角部5B變為面接觸。Because the spherical diameter R7 of the tip of the
接著如圖3(A)所示,在穿孔5中注入黏接劑6,使黏接劑6在穿孔5內散布及散布在裝飾材料4的浮動部分上。然後如圖3(B)所示,將錨釘1插入穿孔5的深處。由此,如圖3(C)所示,錨釘1的頭部11的球帶狀面11B與穿孔5的球帶狀倒角部5B面接觸,裝飾材料4通過比錨釘1更大的面被支撐。Then, as shown in FIG. 3(A), the
最後,用油灰8填埋在錨釘1頭部11的端面11A和裝飾材料4的表面4C之間的空隙,用與裝飾材料4的表面4C同色的潤色塗料來裝飾。另外,優選將呈蛋黃醬狀的油灰8擦入空隙中來施工。另外,油灰8最好採用紫外線硬化型和光硬化型。Finally, the gap between the
另外,前述穿孔5的深度D5被設定為如下深度,在將錨釘1插入穿孔5而使錨釘1頭部11的球帶狀面11B和穿孔5的球帶狀倒角部5B面接觸時,整個本體10被容納在穿孔5內。另外,倒角的深度D7被設定為在頭部11的端面11A與裝飾材料4的表面4C之間形成空隙且通過油灰8可填埋頭部11的深度。In addition, the depth D5 of the
如上,根據採用本實施例中的錨釘1的釘固方法,錨釘1頭部11的球帶狀面11B和穿孔5的球帶狀倒角部5B面接觸,由比錨釘1更大的面支撐裝飾材料4,故支撐強度提高。另外,在該釘固方法中,即使如圖5所示相對於穿孔5的軸線5C斜向插入錨釘1,錨釘1頭部11的球帶狀面11B和穿孔5的球帶狀倒角部5B的面接觸的狀態也得以維持。因此能維持錨釘1的頭部11與穿孔5的開口邊緣部之間的大接觸面積,能維持借助錨釘1的裝飾材料4的支撐強度。As above, according to the anchoring method of the
接著說明本發明錨釘的其它實施例。圖6是本發明其它實施例中的錨釘的側視圖,圖7是示出圖6的錨釘的分解狀態的局部立體圖,圖8是示出圖6的錨釘的帽的搖擺狀態的局部側視圖,圖9是圖8的縱截面圖,圖10是示出圖6的錨釘的插入工序的說明圖,圖11是示出錨釘插入後狀態的局部放大圖。Next, other embodiments of the anchor of the present invention will be described. 6 is a side view of an anchor in another embodiment of the present invention, FIG. 7 is a partial perspective view showing the disassembled state of the anchor of FIG. 6, and FIG. 8 is a partial view showing the swing state of the cap of the anchor of FIG. 6 In a side view, FIG. 9 is a longitudinal cross-sectional view of FIG. 8, FIG. 10 is an explanatory view showing the anchor insertion process of FIG. 6, and FIG. 11 is a partially enlarged view showing a state after the anchor is inserted.
圖6所示的錨釘9由作為錨釘本體的前述錨釘1和與錨釘1端部的球帶狀頭部11配合的帽12構成。帽12在與錨釘1的頭部11配合的狀態下形成錨釘9頭部,具有與前述穿孔5的球帶狀倒角部5B面接觸的球帶狀面12A。The
帽12具有與錨釘1的頭部11配合的凹部12B。凹部12B的內面被製成與錨釘1的頭部11面接觸的球帶狀面。另外,在帽12上在兩處形成用於擴大凹部12B的開口以便與錨釘1的頭部11配合的缺口12C。The
在錨釘9中,如圖8及圖9所示,由於變成可搖擺的帽12嵌合於錨釘1的頭部11的狀態,故在錨釘1的軸線10B和帽12的端面12D未正交的情形、即錨釘1所插入的穿孔5與磁磚4B等裝飾材料4未正交的情形下也能應對。In the
在錨釘9插入如圖10所示已注入有黏接劑6的穿孔5時,帽12的球帶狀面12A與穿孔5的球帶狀倒角部5B面接觸。在錨釘9中,即使相對於穿孔5斜向插入錨釘1(錨釘本體),帽12也可以搖擺,故帽12的端面12D能夠維持與裝飾材料4的表面4C平行。When the
因此,通過調節前述倒角的深度D7以使帽12的端面12D與裝飾材料4的表面4C形成共面,不需要使用油灰8。在此情況下,用與裝飾材料4的表面4C同色的潤色塗料裝飾帽12的端面12D即可。Therefore, by adjusting the depth D7 of the aforementioned chamfer so that the
另外,即便在採用前述錨釘1的釘固方法中,通過調節穿孔5的深度D5而使錨釘1的頭部11的端面11A與裝飾材料4的表面4C形成共面,也不需要使用油灰8。在此情況下,用與裝飾材料4的表面4C同色的潤飾塗料裝飾錨釘1的頭部11的端面11A即可。
(工業實用可能性)In addition, even in the nailing method using the
本發明的釘固方法及其所用的釘固法用錨釘是在建築物的外牆、內牆等牆體中修補從主體至裝飾砂漿、貼附砂漿、磁磚等裝飾材料中產生浮動的部分等而防止剝落的方法及錨釘The nailing method of the present invention and the nailing method used by the anchor nails are used to repair the external walls, internal walls and other walls of the building from the main body to the decorative mortar, attached mortar, tile and other decorative materials to produce floating Method and anchor for preventing peeling off of parts
1,9:錨釘
2:牆體
3:主體
4:裝飾材料
4A:貼附砂漿
4B:磁磚
4C:表面
5:穿孔
5A:開口邊緣部
5B:倒角部
5C:軸線
6:黏接劑
7:球帶狀倒角鑽頭
8:油灰
10:本體
10A:連接面
10B:軸線
11:頭部
11A:端面
11B:球帶狀面
12:帽
12A:球帶狀面
12B:凹部
12C:缺口
12D:端面1, 9: anchor
2: wall
3: main body
4:
圖1是本發明實施例中的釘固法用錨釘的側視圖。 圖2是本發明實施例中的釘固方法的穿孔工序的說明圖。 圖3是本發明實施例中的釘固方法的錨釘插入工序的說明圖。 圖4是本發明實施例中的釘固方法的釘固結束後的狀態的說明圖。 圖5是本發明實施例中的錨釘相對於穿孔斜向插入的狀態的說明圖。 圖6是本發明其它實施例中的錨釘的側視圖。 圖7是圖6的錨釘的分解狀態的局部立體圖。 圖8是圖6的錨釘的帽的搖擺狀態的局部側視圖。 圖9是圖8的縱截面圖。 圖10是圖6的錨釘的插入工序的說明圖。 圖11是錨釘插入後的狀態的局部放大圖。 圖12是傳統錨釘的側視圖。 圖13是傳統錨釘的插入工序的說明圖。 圖14是傳統錨釘的頭端部的接觸狀態的說明圖。 圖15是傳統錨釘的頭端部變形的情形的說明圖。 圖16是傳統錨釘相對於穿孔斜向插入的狀態的說明圖。Fig. 1 is a side view of an anchor for nailing in an embodiment of the present invention. Fig. 2 is an explanatory diagram of the perforation process of the nailing method in the embodiment of the present invention. Fig. 3 is an explanatory diagram of an anchor insertion process of the nailing method in the embodiment of the present invention. 4 is an explanatory diagram of the state after the nailing of the nailing method in the embodiment of the present invention is completed. Fig. 5 is an explanatory diagram of a state in which the anchor in the embodiment of the present invention is inserted obliquely with respect to the perforation. Fig. 6 is a side view of an anchor in another embodiment of the present invention. Fig. 7 is a partial perspective view of the disassembled state of the anchor of Fig. 6. Fig. 8 is a partial side view of the rocking state of the cap of the anchor of Fig. 6. Fig. 9 is a longitudinal sectional view of Fig. 8. Fig. 10 is an explanatory diagram of an inserting process of the anchor of Fig. 6. Fig. 11 is a partial enlarged view of the state after the anchor is inserted. Figure 12 is a side view of a conventional anchor. Fig. 13 is an explanatory diagram of a conventional anchor insertion process. Fig. 14 is an explanatory diagram of the contact state of the tip end of the conventional anchor. Fig. 15 is an explanatory diagram of a state where the head end of a conventional anchor is deformed. Fig. 16 is an explanatory diagram of a state where the conventional anchor is inserted obliquely with respect to the perforation.
1:錨釘 1: anchor
2:牆體 2: wall
3:主體 3: main body
4:裝飾材料 4: Decoration materials
4A:貼附砂漿 4A: attached mortar
4B:磁磚 4B: Tile
4C:表面 4C: Surface
5:穿孔 5: Piercing
5A:開口邊緣部 5A: Opening edge
5B:倒角部 5B: Chamfer
5C:軸線 5C: Axis
6:黏接劑 6: Adhesive
8:油灰 8: Putty
11:頭部 11: head
11A:端面 11A: End face
11B:球帶狀面 11B: Spherical ribbon surface
Claims (7)
Applications Claiming Priority (2)
| 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 |
| JP2019-141491 | 2019-07-31 |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| TW202106960A true TW202106960A (en) | 2021-02-16 |
Family
ID=74484034
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| TW109125474A TW202106960A (en) | 2019-07-31 | 2020-07-28 | Pinning method and anchor pin being used thereof |
Country Status (3)
| Country | Link |
|---|---|
| JP (1) | JP6830683B2 (en) |
| CN (1) | CN112302276B (en) |
| TW (1) | TW202106960A (en) |
Family Cites Families (10)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| ATE157147T1 (en) * | 1992-10-14 | 1997-09-15 | Helmut Steinhilber | FASTENING A RIGID PLATE TO A MOUNTING SURFACE |
| JP2791767B2 (en) * | 1996-07-29 | 1998-08-27 | 株式会社小野田 | Anchor bolt for lifting |
| JP2003166517A (en) * | 2001-11-29 | 2003-06-13 | Kyocera Corp | Resin case mounting structure |
| KR20050026826A (en) * | 2003-09-09 | 2005-03-16 | 신정우 | Injection pin for repairing concrete crack and mending method using injection pin |
| US7371027B2 (en) * | 2003-10-09 | 2008-05-13 | Isel Co., Ltd. | Fastening tool and fastening bolt |
| JP2005311108A (en) * | 2004-04-22 | 2005-11-04 | Shin Etsu Handotai Co Ltd | Vapor phase epitaxial growth system |
| JP3759157B1 (en) * | 2005-04-28 | 2006-03-22 | 有限会社デー・ジー・ピー | Injection nozzle for pinning method and pinning method using the same |
| 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 |
| JP6486122B2 (en) * | 2015-01-30 | 2019-03-20 | Fsテクニカル株式会社 | Wall body repair method |
| 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 CN CN202010736140.0A patent/CN112302276B/en active Active
- 2020-07-28 TW TW109125474A patent/TW202106960A/en unknown
Also Published As
| Publication number | Publication date |
|---|---|
| JP6830683B2 (en) | 2021-02-17 |
| JP2021025226A (en) | 2021-02-22 |
| CN112302276B (en) | 2022-04-12 |
| CN112302276A (en) | 2021-02-02 |
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