JPH02232468A - Injecting member for injecting mineral binder in building material - Google Patents
Injecting member for injecting mineral binder in building materialInfo
- Publication number
- JPH02232468A JPH02232468A JP2016311A JP1631190A JPH02232468A JP H02232468 A JPH02232468 A JP H02232468A JP 2016311 A JP2016311 A JP 2016311A JP 1631190 A JP1631190 A JP 1631190A JP H02232468 A JPH02232468 A JP H02232468A
- Authority
- JP
- Japan
- Prior art keywords
- injection member
- injecting
- connection part
- diameter
- mineral binder
- 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.)
- Pending
Links
- 239000011230 binding agent Substances 0.000 title claims abstract description 17
- 229910052500 inorganic mineral Inorganic materials 0.000 title claims abstract description 10
- 239000011707 mineral Substances 0.000 title claims abstract description 10
- 239000004566 building material Substances 0.000 title claims description 5
- 239000004033 plastic Substances 0.000 claims abstract description 3
- 229920003023 plastic Polymers 0.000 claims abstract description 3
- 238000002347 injection Methods 0.000 claims description 31
- 239000007924 injection Substances 0.000 claims description 31
- 230000002093 peripheral effect Effects 0.000 claims description 2
- 230000015572 biosynthetic process Effects 0.000 claims 1
- 239000004035 construction material Substances 0.000 abstract 1
- 238000009527 percussion Methods 0.000 description 4
- 229920003002 synthetic resin Polymers 0.000 description 4
- 239000000057 synthetic resin Substances 0.000 description 4
- 239000000463 material Substances 0.000 description 2
- 238000000034 method Methods 0.000 description 2
- 241000269821 Scombridae Species 0.000 description 1
- 230000005540 biological transmission Effects 0.000 description 1
- 235000014121 butter Nutrition 0.000 description 1
- 230000008878 coupling Effects 0.000 description 1
- 238000010168 coupling process Methods 0.000 description 1
- 238000005859 coupling reaction Methods 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 238000003780 insertion Methods 0.000 description 1
- 230000037431 insertion Effects 0.000 description 1
- 238000009434 installation Methods 0.000 description 1
- 235000020640 mackerel Nutrition 0.000 description 1
- 238000004519 manufacturing process Methods 0.000 description 1
- 239000002184 metal Substances 0.000 description 1
- 239000000203 mixture Substances 0.000 description 1
- 210000002445 nipple Anatomy 0.000 description 1
- 229920005989 resin Polymers 0.000 description 1
- 239000011347 resin Substances 0.000 description 1
- 238000007789 sealing Methods 0.000 description 1
Classifications
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
- E04G23/00—Working measures on existing buildings
- E04G23/02—Repairing, e.g. filling cracks; Restoring; Altering; Enlarging
- E04G23/0203—Arrangements for filling cracks or cavities in building constructions
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
- E04G23/00—Working measures on existing buildings
- E04G23/02—Repairing, e.g. filling cracks; Restoring; Altering; Enlarging
- E04G23/0203—Arrangements for filling cracks or cavities in building constructions
- E04G23/0211—Arrangements for filling cracks or cavities in building constructions using injection
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Chemical & Material Sciences (AREA)
- Chemical Kinetics & Catalysis (AREA)
- Electrochemistry (AREA)
- Mechanical Engineering (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Consolidation Of Soil By Introduction Of Solidifying Substances Into Soil (AREA)
- Working Measures On Existing Buildindgs (AREA)
Abstract
Description
【発明の詳細な説明】
[産業上の利用分野]
本発明は請求項lの上位概念に記載の注入部材に関する
。DETAILED DESCRIPTION OF THE INVENTION [Industrial Field of Application] The invention relates to an injection member according to the preamble of claim 1.
〔従来の技術1
亀裂を備えた建材を補修するために、この亀裂を合成樹
脂の注入により締め固めることは公知である。この目的
のために、亀裂の存在する範囲に袋孔を穿ち、この袋孔
内に、合成樹脂の注入のために注入部材が挿入される。[Prior art 1] In order to repair building materials with cracks, it is known to compact the cracks by injecting synthetic resin. For this purpose, a blind hole is drilled in the area where the crack is present, into which an injection member is inserted for injection of the synthetic resin.
一般にニップルとして形成された接続部を、袋孔から突
出した注入部材端面内に捩り込んだ後、高圧ボングによ
り、接続部に接統されたホースを介して金成樹脂が亀裂
内に圧入される。After the connection, which is generally designed as a nipple, is screwed into the end face of the injection member protruding from the blind hole, a high-pressure bong presses the metal resin into the crack via a hose connected to the connection.
特にトンネル構造及びチャンネル構造において老化して
多孔性となった通水性のコンクリートの補修のために、
合成槙脂の代わりに鉱物性の結合剤を使用し、この結合
剤を、あるバター冫で袋孔内に挿入された注入部材を介
して、コンクリート組織の全体を締め固めるために袋孔
を起点として半径方向へ高圧で押し込むことは公知であ
る.しかし、合成樹脂と鉱物性の結合剤とではその組成
ならびに流れ特性が著しく異なるためJこ、合成樹脂で
使用される注入部材は鉱物性の結合剤の押し込みには不
適当である。For the repair of aged and porous water-permeable concrete, especially in tunnel and channel structures.
A mineral binder is used instead of synthetic oil, and this binder is applied starting from the blind hole in order to compact the entire concrete structure through an injection member inserted into the blind hole with a certain amount of butter. It is well known that the material is pushed in the radial direction under high pressure. However, since synthetic resins and mineral binders have significantly different compositions and flow characteristics, injection members used with synthetic resins are unsuitable for injecting mineral binders.
[本発明の課題]
本発明の課題は、鉱物性の結合剤の押し込みに適すると
共に、製作が安価で、取り付けが簡単かつ迅速な注入部
材を提供することにある。OBJECT OF THE INVENTION It is an object of the invention to provide an injection member which is suitable for injecting mineral binders, is inexpensive to produce, and is simple and quick to install.
[課題を解決するだめの手段]
上記課題を解決した本発明の要旨は、請求項lに記載の
通りである。[Means for Solving the Problems] The gist of the present invention that solves the above problems is as described in claim 1.
【発明の作用・効果]
射出法により軸部に一体に形成された接続部によって、
接続部及び細部を通して案内された縦孔がその全長にわ
たり均一な直径を備えることができる。これにより、妨
げのない、かつ問題のない結合剤の通流が生じる。その
上、接続部と軸部との間のシールの問題が回避される。[Operations and effects of the invention] The connection part formed integrally with the shaft part by injection method,
The longitudinal holes guided through the connections and details can have a uniform diameter over their entire length. This results in an unobstructed and problem-free flow of the binder. Moreover, sealing problems between the connection and the shank are avoided.
本発明によれば、注入部材が1部分から成り、それ故安
価に製作される。取り付けのために、注入部材が、円錐
形の細部の最小直径に比して僅かに大きな直径で予め穿
たれた袋孔内に挿入される。接続部上にかぶされ、大き
いほうの軸部直径により形成されたストツバ肩上に支持
される管状の打撃工具による複数回の打撃により、注入
部材が袋孔内に打ち込まれ、これにより、注入部材の細
部が固定的に孔内に押し込まれる。高圧ポンプのホース
が接続された後、隣りに挿入されている注入部材から結
合剤が溢れ出すまで、結合剤が袋孔内に注入される。注
入部材の打ち込みを簡便にするために、軸部の外周面に
環状のリブを設けることができ、このリブは断面鋸歯状
のねじ山として形成されることができる。この構成によ
れば、接続部を備えた軸端にレンチの保合のための多角
形状を与えることができる。このようにすれば、打撃ね
じ回し工具により機械的に注入部材を袋孔内に打ち込む
ことができる。According to the invention, the injection member consists of one part and is therefore inexpensive to manufacture. For installation, the injection member is inserted into a pre-drilled blind hole with a diameter slightly larger than the smallest diameter of the conical detail. The injection member is driven into the blind hole by multiple blows with a tubular percussion tool placed over the connection and supported on the shoulder shoulder formed by the larger shank diameter, thereby causing the injection member to details are permanently pressed into the holes. After the high-pressure pump hose is connected, binding agent is injected into the blind hole until the binding agent overflows from the injection member inserted next. To facilitate the driving of the injection member, the outer circumferential surface of the shank can be provided with an annular rib, which rib can be designed as a thread with a serrated cross section. According to this configuration, the shaft end provided with the connecting portion can be given a polygonal shape for holding the wrench. In this way, the injection member can be mechanically driven into the blind hole using a percussion screwdriver.
[実施例1
第1図及び第2図に示された注入部材1a,lbは、打
撃に対して強いプラスチックから射出法によって製作さ
れており、そのさい、軸部3に接続部2が一体に製作さ
れている。両実施例で軸部3は円鰺形に形成されており
、注入部材1aの軸部3は第l図の実施例では滑らかな
外周面を備えている。接続部が軸部の直径に比して減少
した直径を有するためストツバ肩5が形成されている。[Example 1] The injection members 1a and 1b shown in FIGS. 1 and 2 are made of impact-resistant plastic by an injection method, and the connecting portion 2 is integrally attached to the shaft portion 3. It is manufactured. In both embodiments, the shank 3 is formed in the shape of a rounded mackerel, and the shank 3 of the injection member 1a has a smooth outer circumferential surface in the embodiment shown in FIG. A shoulder shoulder 5 is formed because the connecting part has a reduced diameter compared to the diameter of the shank.
このストツバ肩には、接続部にかぶされる打撃工具6を
載せることができる。この打撃工具6によって、注入部
材は袋孔内へ、それも注入部材の細部が袋孔内で締め付
けられるまで打ち込まれる。適当な連結部材を備えたホ
ースを注入部材の接続部2に差しはめた後、高圧ボンズ
によって注入部材1a,lbの縦孔を通して鉱物性の結
合剤を袋孔内に圧入する。ほぼ200バールの高圧によ
って、結合剤は袋孔の壁を通して建材の材料内に侵入し
てその材料を締め固める。注入は、隣合って挿入された
注入部材から結合剤が上昇して来るまで行われる。A striking tool 6 that is placed over the connecting portion can be placed on this shoulder of the stopper. With this percussion tool 6, the injection member is driven into the blind hole until the detail of the injection member is tightened in the blind hole. After a hose with a suitable coupling member has been inserted into the connection 2 of the injection member, the mineral binder is forced into the blind hole through the vertical hole of the injection member 1a, lb by means of a high-pressure bolt. Due to the high pressure of approximately 200 bar, the binder penetrates into the building material through the walls of the blind hole and compacts the material. Injection is performed until binding agent rises from the adjacently inserted injection members.
第2図に示す注入部材1. bの軸部3はその外周面に
、ねじ山として形成された環状のリブ9を備えている。Injection member 1 shown in FIG. The shaft portion 3 of b is provided with an annular rib 9 formed as a thread on its outer peripheral surface.
この種の注入部材の挿入のためには、打撃ねじ回し工具
を使用するのが効果的である。工具から注入部材へのト
ルクの伝達のために、注入部材は接続部を備えた軸端に
四角部を備えており、この四角部には、工具に締め付け
られたレンチがかぶされる。For insertion of this type of injection member, it is effective to use a percussion screwdriver. For the transmission of torque from the tool to the dosing member, the dosing member is provided with a square section at the end of the shaft with a connection, into which a wrench, which is tightened on the tool, is placed.
図は第2図を上方から見た図である。 The figure is a view of FIG. 2 viewed from above.
Claims (1)
であって、結合剤を供給する導管のための接続部と、縦
孔を備え円錐形に形成されたプラスチック製の軸部とを
備えている形式のものにおいて、接続部(2)が軸部(
3)に一体に形成されており、接続部(2)の直径が軸
部(3)の直径に比してストッパ肩(5)の形成のため
に減少していることを特徴とする建材内に鉱物性の結合
剤を注入するための注入部材。 2、軸部(3)の外周面に環状のリブ(9)が設けられ
ている請求項1記載の注入部材。 3、リブ(9)が、ねじ山として形成されている請求項
2記載の注入部材。 4、接続部(2)を備えた軸端が、レンチを係合させる
ための多角形横断面を有している請求項3記載の注入部
材。[Claims] 1. An injection member for injecting a mineral binder into building materials, which is formed into a conical shape and includes a connection part for a conduit for supplying the binder and a vertical hole. If the connection part (2) is equipped with a plastic shaft (
3) in a building material, characterized in that the diameter of the connecting part (2) is reduced compared to the diameter of the shaft part (3) due to the formation of the stopper shoulder (5). Injection member for injecting mineral binder into 2. The injection member according to claim 1, wherein an annular rib (9) is provided on the outer peripheral surface of the shaft portion (3). 3. Injection member according to claim 2, wherein the rib (9) is formed as a thread. 4. Injection member according to claim 3, wherein the shank end with the connection part (2) has a polygonal cross section for engaging a wrench.
Applications Claiming Priority (2)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
DE3902925A DE3902925A1 (en) | 1989-02-01 | 1989-02-01 | INJECTION PACKER FOR INJECTING MINERAL BINDING AGENT IN COMPONENTS |
DE3902925.5 | 1989-02-01 |
Publications (1)
Publication Number | Publication Date |
---|---|
JPH02232468A true JPH02232468A (en) | 1990-09-14 |
Family
ID=6373201
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP2016311A Pending JPH02232468A (en) | 1989-02-01 | 1990-01-29 | Injecting member for injecting mineral binder in building material |
Country Status (4)
Country | Link |
---|---|
EP (1) | EP0380915A1 (en) |
JP (1) | JPH02232468A (en) |
BR (1) | BR9000424A (en) |
DE (1) | DE3902925A1 (en) |
Families Citing this family (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
DE4120212A1 (en) * | 1991-06-19 | 1992-12-24 | Fischer Artur Werke Gmbh | INJECTION PACKER |
ES2154100B1 (en) * | 1997-06-16 | 2001-08-16 | Marc Bidaux S A | MONOBLOCK INJECTION TOUCH DEVICE. |
DE19961553C1 (en) * | 1999-12-20 | 2001-06-13 | Hettich Ludwig & Co | Packer to bring injected medium under pressure into cracks or cavities in stone or concrete; has hollow screw forming tube part for medium pressed against seal fitted against shoulder in borehole wall |
Citations (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPS56125560A (en) * | 1980-01-30 | 1981-10-01 | Buirufuriito Shiyaiberu | Injector for joining drilled holes |
JPS58101971A (en) * | 1981-12-11 | 1983-06-17 | 江本 順成 | Pinning method using hollow pipe |
JPS6323441B2 (en) * | 1984-04-02 | 1988-05-17 | Ebara Mfg |
Family Cites Families (6)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US2154116A (en) * | 1936-07-08 | 1939-04-11 | Stewart Warner Corp | Lubricant receiving fitting |
FR953996A (en) * | 1947-09-18 | 1949-12-16 | Improvements made to crack sealing processes that may occur in masonry structures | |
US3572956A (en) * | 1968-07-30 | 1971-03-30 | Halliburton Co | Apparatus for grouting |
DE3320428A1 (en) * | 1983-06-06 | 1984-12-06 | Hilti Ag, Schaan | Closure element for boreholes |
DE8617587U1 (en) * | 1986-07-02 | 1987-10-29 | Ernst Peiniger GmbH Unternehmen für Bautenschutz, 5090 Leverkusen | Device for corrosion protection of the mutual contact surfaces of firmly connected structural parts |
DE8813495U1 (en) * | 1988-01-15 | 1989-01-26 | Remmertz, Erika, 4050 Mönchengladbach | Injection packer for injecting liquid substances into cracked structures with a valve |
-
1989
- 1989-02-01 DE DE3902925A patent/DE3902925A1/en not_active Withdrawn
-
1990
- 1990-01-05 EP EP90100202A patent/EP0380915A1/en not_active Withdrawn
- 1990-01-29 JP JP2016311A patent/JPH02232468A/en active Pending
- 1990-01-31 BR BR909000424A patent/BR9000424A/en unknown
Patent Citations (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPS56125560A (en) * | 1980-01-30 | 1981-10-01 | Buirufuriito Shiyaiberu | Injector for joining drilled holes |
JPS58101971A (en) * | 1981-12-11 | 1983-06-17 | 江本 順成 | Pinning method using hollow pipe |
JPS6323441B2 (en) * | 1984-04-02 | 1988-05-17 | Ebara Mfg |
Also Published As
Publication number | Publication date |
---|---|
BR9000424A (en) | 1991-01-15 |
DE3902925A1 (en) | 1990-08-02 |
EP0380915A1 (en) | 1990-08-08 |
Similar Documents
Publication | Publication Date | Title |
---|---|---|
US9062457B2 (en) | Assembly and method for anchoring rebar to a mass | |
US5664902A (en) | Tubular coupler for concrete reinforcing bars | |
CN102635741A (en) | Tension clamp | |
US4512123A (en) | High-pressure packing device for injecting synthetic resin into cracks in concrete | |
WO2008125312A1 (en) | Method for placing a nail, and nail therefor | |
EP1693578A1 (en) | Fastening-anchor and use of same | |
US4382720A (en) | Injection liner for a borehole closure | |
US6226948B1 (en) | Method and apparatus for waterproofing concrete | |
DE3936040A1 (en) | INJECTION PACKER FOR INJECTING RESIN IN CONCRETE Cracks | |
AU612641B2 (en) | Masonry anchor | |
WO1997049929A1 (en) | Self drilling masonry anchor | |
JPH02232468A (en) | Injecting member for injecting mineral binder in building material | |
KR20080025902A (en) | Rock bolt and fixation method the rock bolt | |
AU2006230742A1 (en) | Grout seal | |
DE3627627A1 (en) | Injection packer | |
US20110250977A1 (en) | Method for producing a screw foundation | |
US20090309007A1 (en) | Concrete form anchor device, system and method for forming trenches | |
CN216641154U (en) | One sleeve hoops two tile tightly-clamped steel bar joints | |
CN2407036Y (en) | Reinforced concrete pile feeder | |
WO1997018367A1 (en) | Injection plug and injection method | |
CN213329684U (en) | Steel bar connecting mechanism | |
CN214994739U (en) | Concrete member connection structure | |
CN111927105B (en) | Steel bar connecting method | |
EP0801234A1 (en) | Expanding anchor, especially for fastening insulating boards on masonry | |
WO1999056001A1 (en) | Device for a rock wall |