CN102690081B - Preparation method of delayed coagulation type resin bolting anchoring agent - Google Patents

Preparation method of delayed coagulation type resin bolting anchoring agent Download PDF

Info

Publication number
CN102690081B
CN102690081B CN 201210189711 CN201210189711A CN102690081B CN 102690081 B CN102690081 B CN 102690081B CN 201210189711 CN201210189711 CN 201210189711 CN 201210189711 A CN201210189711 A CN 201210189711A CN 102690081 B CN102690081 B CN 102690081B
Authority
CN
China
Prior art keywords
resin
anchor
weight
agent
mineral filler
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.)
Expired - Fee Related
Application number
CN 201210189711
Other languages
Chinese (zh)
Other versions
CN102690081A (en
Inventor
李宾
何炳银
周孟颖
梁国治
杨永刚
刘学苏
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
ANHUI PROVINCE COAL SCIENCE RESEARCH INSTITUTE
Original Assignee
ANHUI PROVINCE COAL SCIENCE RESEARCH INSTITUTE
Priority date (The priority date 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 date listed.)
Filing date
Publication date
Application filed by ANHUI PROVINCE COAL SCIENCE RESEARCH INSTITUTE filed Critical ANHUI PROVINCE COAL SCIENCE RESEARCH INSTITUTE
Priority to CN 201210189711 priority Critical patent/CN102690081B/en
Publication of CN102690081A publication Critical patent/CN102690081A/en
Application granted granted Critical
Publication of CN102690081B publication Critical patent/CN102690081B/en
Expired - Fee Related legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Landscapes

  • Macromonomer-Based Addition Polymer (AREA)
  • Adhesives Or Adhesive Processes (AREA)

Abstract

The invention relates to a preparation method of a delayed coagulation type resin bolting anchoring agent. A material playing a role in bond-anchorage is known as the anchoring agent; the resin bolting anchoring agent is packaged into a roll shape through separating resin-bonded mastic from hardener. The resin bolting anchoring agent mainly comprises two components including the resin-bonded mastic and the hardener, wherein the resin-bonded mastic and the hardener are mixed uniformly in a proportion when in use, so that a rod body can be bonded with coal to be anchored after mixing. The resin-bonded mastic is mainly formed by unsaturated polyester resin, polymerization inhibitor, accelerator and inorganic filler; and the hardener is mainly formed by mixing initiator, solvent and inorganic filler. The delayed coagulation type resin bolting anchoring agent has the following characteristics that (1) the gel time t is longer, and is greater than or equal to 4h and is less than or equal to 24h, and the requirement of the delayed coagulation type resin bolting anchoring agent is met; and (2) the anchorage force is larger, and the whole anchor is greater than or equal to 40MPa.

Description

The preparation method of retardation setting type resin anchor Anchor Agent
Technical field:
The present invention relates to a kind of Anchor Agent that is applied in the coal mine tunnel top board anchorage cable anchoring, be applicable to specifically the preparation method of the retardation setting type resin anchor Anchor Agent of tension dispersed anchor cable anchor structure.
Background technology:
At present, the superficial part resource in the many collieries of China is petered out, and mine progresses into deep mining, and anchor cable has become a requisite part in deep-well tunnel supporting construction.But the anchor failure phenomenon happens occasionally in the supporting practice stream line, and roof fall accident is caused in a plurality of mining areas at home in recent years, serious threat miner's life security.To the observation in tunnel, mining area, find that the interior anchor-hold of anchor cable is seriously the major cause that interior anchor lost efficacy lower than its breaking force according to for many years.What generally use in supporting at present is pulling force concentrated anchor cable, the type anchor cable produces serious stress concentration at interior anchoring initiating terminal, cause the Progressive failure of anchoring body depth direction, finally cause interior anchor to lose efficacy, cause serious threat for colliery roadway support and safety.
For overcoming pulling force concentrated anchor cable defective in use, improve the anchor cable utilization ratio, guarantee the security of coal mining, work out a kind of novel tension dispersed anchor cable anchor structure.Tension dispersed anchor cable adopts the Anchor Agent of two kinds of different anchoring properties, wherein a kind of is the rapid resin Anchor Agent that uses in the market, another kind be need to longer set time ultra-slow resin anchoring agent, thereby realize the effect of gradation anchoring by the difference of both set times, to reach the purpose of improving anchor section strained condition in anchor cable, improve the anchoring property of anchor cable, thereby improve stability and the security of colliery tunnel support, and have higher economic benefit.
The development of retardation setting type Anchor Agent at present mainly concentrates on the mortar class, solidify delay time and can reach 20h, but such Anchor Agent anchor force is lower, can not satisfy the requirement of the high anchor force of Mine anchorage cable.And the used resene Anchor Agent in colliery set time the longest only 8min, can not satisfy the requirement of tension dispersed anchor cable anchor structure, for realizing the anchor structure of tension dispersed anchor cable, in the urgent need to developing a kind of novel slow setting resin anchoring agent.
Summary of the invention:
The deficiency and the defective that exist in actual applications for existing resin anchoring agent, the invention provides a kind of retardation setting type resin anchor Anchor Agent, thereby realize the effect of gradation anchoring by the difference of Anchor Agent set time, to reach the purpose of improving anchor section strained condition in anchor cable, improve the anchoring property of anchor cable, thereby improve stability and the security of colliery tunnel support.
Retardation setting type resin anchor Anchor Agent is comprised of resin-bonded mastic and solidifying agent two portions, and wherein the weight of resin-bonded mastic is 601.32Kg~923.20Kg, and the weight of solidifying agent is 7.7Kg~38Kg; Concrete preparation manipulation step is as follows:
(1) preparation of resin-bonded mastic
Unsaturated polyester resin 120Kg
Stopper 0.36Kg~1.2Kg
Promotor 0.30Kg~2Kg
Mineral filler 480Kg~800Kg
Described stopper is to be mixed by weight 1:4 by Resorcinol and glycol ether; Promotor is cobalt naphthenate; Mineral filler is to be mixed by weight 100:100:1 by middling flour, microlith powder and white carbon black; Stopper and the promotor of described weight are joined in unsaturated polyester resin, stir, then add mineral filler to mix, namely obtain resin-bonded mastic;
(2) preparation of solidifying agent
Initiator 4.50~14Kg
Solvent 1.20~6Kg
Mineral filler 2~18Kg
Described initiator is methylethyl ketone peroxide; Solvent is dimethyl phthalate; Mineral filler is to be mixed by weight 200:1 by talcum powder and white carbon black; Initiator and the mineral filler of described weight are joined in solvent, stir, obtain solidifying agent;
When (3) using, the solidifying agent of the resin-bonded mastic of described weight and described weight is mixed namely obtain retardation setting type resin anchor Anchor Agent.
Retardation setting type resin anchor Anchor Agent of the present invention has the following advantages:
(1) gel time t is longer, and 4h≤t≤24h meets the requirement of retardation setting type resin anchor Anchor Agent;
(2) anchor force is larger, full anchor 〉=40MPa; The retardation setting type Anchor Agent satisfies long, the particular requirement such as requirement of strength is high of engineering construction time.
Research by retardation setting type resin anchor Anchor Agent and then propose novel pulling force decentralized anchor structure can significantly improve stability and the security of tunnel roof bolting with bar and wire mesh, reduces the roadway support material cost.This has great importance to mining science state of the art and the security level of enriching China's Roadway Support Technology, improving China.
Embodiment:
Following embodiment 1~embodiment 5 raw material producers are as follows:
The unsaturated polyester resin Huainan heart synthetic materials of vertical day company limited,
Rich Dihua, Resorcinol Tianjin work limited-liability company,
Glycol ether Chemical Reagent Co., Ltd., Sinopharm Group,
Cobalt naphthenate Chemical Reagent Co., Ltd., Sinopharm Group,
Methylethyl ketone peroxide Chemical Reagent Co., Ltd., Sinopharm Group,
Dimethyl phthalate Chemical Reagent Co., Ltd., Sinopharm Group,
Heart synthetic materials company limited of white carbon black Huainan Hitachi,
Meter stone flour company is opened in Mt. Bagong, middling flour Huainan,
Meter stone flour company is opened in Mt. Bagong, microlith powder Huainan,
Prompt chemical Science and Technology Ltd. is opened in talcum powder Hefei.
Below in conjunction with embodiment, the present invention is done to describe further.
Embodiment 1:
Retardation setting type resin anchor Anchor Agent is comprised of resin-bonded mastic and solidifying agent two portions, and concrete preparation manipulation step is as follows:
(1) preparation of resin-bonded mastic
The unsaturated polyester resin 120 kg
0.36 kilogram of stopper
0.96 kilogram of promotor
480 kilograms of mineral fillers
Described stopper is to be mixed by weight 1:4 by Resorcinol and glycol ether; Promotor is cobalt naphthenate; Mineral filler is to be mixed by weight 100:100:1 by middling flour, microlith powder and white carbon black; Stopper and the promotor of above-mentioned weight are joined in unsaturated polyester resin, stir, then add mineral filler to mix, namely obtain resin-bonded mastic;
(2) preparation of solidifying agent
4.50 kilograms of initiators
1.50 kilograms of solvents
18 kilograms of mineral fillers
Described initiator is methylethyl ketone peroxide; Solvent is dimethyl phthalate; Mineral filler is to be mixed by weight 200:1 by talcum powder and white carbon black; Above-mentioned initiator and mineral filler are joined in solvent, stir, obtain solidifying agent;
When (3) using, the above-mentioned resin-bonded mastic for preparing and solidifying agent are mixed namely obtain retardation setting type resin anchor Anchor Agent.
This retardation setting type resin anchor Anchor Agent has following characteristics:
(1) gel time is longer, and 5h meets the requirement of retardation setting type resin anchor Anchor Agent;
(2) anchor force is 55MPa.
Embodiment 2:
Retardation setting type resin anchor Anchor Agent is comprised of resin-bonded mastic and solidifying agent two portions, and concrete preparation manipulation step is as follows:
(1) preparation of resin-bonded mastic
The unsaturated polyester resin 120 kg
1 kilogram of stopper
0.30 kilogram of promotor
480 kilograms of mineral fillers
Described stopper is to be mixed by weight 1:4 by Resorcinol and glycol ether; Promotor is cobalt naphthenate; Mineral filler is to be mixed by weight 100:100:1 by middling flour, microlith powder and white carbon black; Stopper and the promotor of above-mentioned weight are joined in unsaturated polyester resin, stir, then add mineral filler to mix, namely obtain resin-bonded mastic;
(2) preparation of solidifying agent
5 kilograms of initiators
2 kilograms of solvents
7 kilograms of mineral fillers
Described initiator is methylethyl ketone peroxide; Solvent is dimethyl phthalate; Mineral filler is to be mixed by weight 200:1 by talcum powder and white carbon black; Above-mentioned initiator and mineral filler are joined in solvent, stir, obtain solidifying agent;
When (3) using, the above-mentioned resin-bonded mastic for preparing and solidifying agent are mixed namely obtain retardation setting type resin anchor Anchor Agent.
This retardation setting type resin anchor Anchor Agent has following characteristics:
(1) gel time is 2.6h;
(2) anchor force is 49MPa.
Embodiment 3:
Retardation setting type resin anchor Anchor Agent is comprised of resin-bonded mastic and solidifying agent two portions, and concrete preparation manipulation step is as follows:
(1) preparation of resin-bonded mastic
The unsaturated polyester resin 120 kg
1.20 kilograms of stoppers
0.36 kilogram of promotor
530 kilograms of mineral fillers
Described stopper is to be mixed by weight 1:4 by Resorcinol and glycol ether; Promotor is cobalt naphthenate; Mineral filler is to be mixed by weight 100:100:1 by middling flour, microlith powder and white carbon black; Stopper and the promotor of above-mentioned weight are joined in unsaturated polyester resin, stir, then add mineral filler to mix, namely obtain resin-bonded mastic;
(2) preparation of solidifying agent
12 kilograms of initiators
6 kilograms of solvents
18 kilograms of mineral fillers
Described initiator is methylethyl ketone peroxide; Solvent is dimethyl phthalate; Mineral filler is to be mixed by weight 200:1 by talcum powder and white carbon black; Above-mentioned initiator and mineral filler are joined in solvent, stir, obtain solidifying agent;
When (3) using, the above-mentioned resin-bonded mastic for preparing and solidifying agent are mixed namely obtain retardation setting type resin anchor Anchor Agent.
This retardation setting type resin anchor Anchor Agent has following characteristics:
(1) gel time is 8.3h;
(2) anchor force is 39MPa.
Embodiment 4:
Retardation setting type resin anchor Anchor Agent is comprised of resin-bonded mastic and solidifying agent two portions, and concrete preparation manipulation step is as follows:
(1) preparation of resin-bonded mastic
The unsaturated polyester resin 120 kg
1.20 kilograms of stoppers
0.36 kilogram of promotor
480 kilograms of mineral fillers
Described stopper is to be mixed by weight 1:4 by Resorcinol and glycol ether; Promotor is cobalt naphthenate; Mineral filler is to be mixed by weight 100:100:1 by middling flour, microlith powder and white carbon black; Stopper and the promotor of above-mentioned weight are joined in unsaturated polyester resin, stir, then add mineral filler to mix, namely obtain resin-bonded mastic;
(2) preparation of solidifying agent
4.8 kilograms of initiators
1.2 kilograms of solvents
2 kilograms of mineral fillers
Described initiator is methylethyl ketone peroxide; Solvent is dimethyl phthalate; Mineral filler is to be mixed by weight 200:1 by talcum powder and white carbon black; Above-mentioned initiator and mineral filler are joined in solvent, stir, obtain solidifying agent;
When (3) using, the above-mentioned resin-bonded mastic for preparing and solidifying agent are mixed namely obtain retardation setting type resin anchor Anchor Agent.
This retardation setting type resin anchor Anchor Agent has following characteristics:
(1) gel time is 3.5h;
(2) anchor force is 38.1MPa.
Embodiment 5:
Retardation setting type resin anchor Anchor Agent is comprised of resin-bonded mastic and solidifying agent two portions, and concrete preparation manipulation step is as follows:
(1) preparation of resin-bonded mastic
The unsaturated polyester resin 120 kg
0.36 kilogram of stopper
2 kilograms of promotor
800 kilograms of mineral fillers
Described stopper is to be mixed by weight 1:4 by Resorcinol and glycol ether; Promotor is cobalt naphthenate; Mineral filler is to be mixed by weight 100:100:1 by middling flour, microlith powder and white carbon black; Stopper and the promotor of above-mentioned weight are joined in unsaturated polyester resin, stir, then add mineral filler to mix, namely obtain resin-bonded mastic;
(2) preparation of solidifying agent
14 kilograms of initiators
4 kilograms of solvents
8 kilograms of mineral fillers
Described initiator is methylethyl ketone peroxide; Solvent is dimethyl phthalate; Mineral filler is to be mixed by weight 200:1 by talcum powder and white carbon black; Above-mentioned initiator and mineral filler are joined in solvent, stir, obtain solidifying agent;
When (3) using, the above-mentioned resin-bonded mastic for preparing and solidifying agent are mixed namely obtain retardation setting type resin anchor Anchor Agent.
This retardation setting type resin anchor Anchor Agent has following characteristics:
(1) gel time is 2h;
(2) anchor force is 52MPa.

Claims (1)

1. the preparation method of retardation setting type resin anchor Anchor Agent, it is characterized in that: be comprised of resin-bonded mastic and solidifying agent two portions, wherein the weight of resin-bonded mastic is 601.32Kg~923.20Kg, and the weight of solidifying agent is 7.7Kg~38Kg;
(1) preparation of resin-bonded mastic
Unsaturated polyester resin 120Kg
Stopper 0.36Kg~1.2Kg
Promotor 0.30Kg~2Kg
Mineral filler 480Kg~800Kg
Described stopper is to be mixed by weight 1:4 by Resorcinol and glycol ether; Promotor is cobalt naphthenate; Mineral filler is to be mixed by weight 100:100:1 by middling flour, microlith powder and white carbon black; Stopper and the promotor of described weight are joined in unsaturated polyester resin, stir, then add mineral filler to mix, namely obtain resin-bonded mastic;
(2) preparation of solidifying agent
Initiator 4.50~14Kg
Solvent 1.20~6Kg
Mineral filler 2~18Kg
Described initiator is methylethyl ketone peroxide; Solvent is dimethyl phthalate; Mineral filler is to be mixed by weight 200:1 by talcum powder and white carbon black; Initiator and the mineral filler of described weight are joined in solvent, stir, obtain solidifying agent;
When (3) using, the resin-bonded mastic of described weight and the solidifying agent of described weight are mixed, namely obtain retardation setting type resin anchor Anchor Agent.
CN 201210189711 2012-06-11 2012-06-11 Preparation method of delayed coagulation type resin bolting anchoring agent Expired - Fee Related CN102690081B (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN 201210189711 CN102690081B (en) 2012-06-11 2012-06-11 Preparation method of delayed coagulation type resin bolting anchoring agent

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN 201210189711 CN102690081B (en) 2012-06-11 2012-06-11 Preparation method of delayed coagulation type resin bolting anchoring agent

Publications (2)

Publication Number Publication Date
CN102690081A CN102690081A (en) 2012-09-26
CN102690081B true CN102690081B (en) 2013-06-19

Family

ID=46855839

Family Applications (1)

Application Number Title Priority Date Filing Date
CN 201210189711 Expired - Fee Related CN102690081B (en) 2012-06-11 2012-06-11 Preparation method of delayed coagulation type resin bolting anchoring agent

Country Status (1)

Country Link
CN (1) CN102690081B (en)

Families Citing this family (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN108531119A (en) * 2018-04-23 2018-09-14 广东出入境检验检疫局检验检疫技术中心 It a kind of EF types adhesive and its is applied in the experiment of steel wire rope breaking load
CN111763033A (en) * 2020-06-28 2020-10-13 宁波曙翔新材料股份有限公司 Rail spike anchoring agent and preparation method thereof

Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN102161574A (en) * 2011-02-17 2011-08-24 安徽淮河化工股份有限公司 Resin anchoring agent for initiation system
CN102212172A (en) * 2011-02-17 2011-10-12 安徽淮河化工股份有限公司 Resin special for anchoring agent and preparation method thereof

Family Cites Families (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE102010051818B3 (en) * 2010-11-18 2012-02-16 Hilti Aktiengesellschaft Two-component mortar compound and its use

Patent Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN102161574A (en) * 2011-02-17 2011-08-24 安徽淮河化工股份有限公司 Resin anchoring agent for initiation system
CN102212172A (en) * 2011-02-17 2011-10-12 安徽淮河化工股份有限公司 Resin special for anchoring agent and preparation method thereof

Also Published As

Publication number Publication date
CN102690081A (en) 2012-09-26

Similar Documents

Publication Publication Date Title
CN105622006B (en) A kind of low-temperature high-early strength high-strength underwater grouting material
CN104045292B (en) A kind of iron tailings filling solidifying agent and preparation method thereof
CN104909636B (en) A kind of Leaking Stoppage in Coal Mine wind biological modeling self-healing material
CN101508540A (en) Resin mastic cement for anchorage agent and anchorage agent thereof
CN106927759B (en) Concrete for Overlong Concrete Structure construction
CN104558514A (en) High-strength polyurethane modified silicate grouting reinforcement material as well as preparation method and application thereof
CN102807385B (en) Cement-based waterborne epoxy resin foam heat insulation material and preparation method thereof
WO2015007104A1 (en) Coal ash solidification foam material used for prevention and treatment of spontaneous combustion of coal and preparation method therefor
CN106186770A (en) A kind of regenerative micro powder activation method
CN102690081B (en) Preparation method of delayed coagulation type resin bolting anchoring agent
CN103319123B (en) Fly ash-based cemented filling material and preparation method thereof
CN103452586A (en) Gob expanding material prestressed filling method and prestressed filling material
CN102161813B (en) Macromolecular polymer filling/sealing grouting material for underground engineering and construction technique thereof
CN104478346A (en) High-strength non-shrinkage grouting material with early strength and autogenous curing function and preparation method of grouting material
CN104591778A (en) Lightweight quick setting top-caving area filling material
CN102134391A (en) High molecular polymeric reinforced water-plugging grouting material for underground engineering and construction technology thereof
CN101805155A (en) Cement-based high-breaking-resistant rock-burst prevention rapid-curing material and preparation method thereof
CN103864381A (en) Cement-based inorganic anchor adhesive and preparation method thereof
CN112299797A (en) Impervious reinforced grouting material for fractured rock mass under flowing water condition and slurry production method
CN103147777B (en) Pumping paste prestress full bolting anchor rod/cable supporting method
CN101792284A (en) Stepless speed change resin anchoring agent
CN108863262B (en) High-strength quick anchoring agent and preparation method of slurry thereof
CN104693378A (en) Rapid concretion seriflux injecting material for coal mine laneway water flow sand layer and preparing method thereof
CN101041745B (en) Water-resistant type resin anchoring agent
CN102260056B (en) Post-tensioned prestressed porelike grouting agent

Legal Events

Date Code Title Description
C06 Publication
PB01 Publication
C10 Entry into substantive examination
SE01 Entry into force of request for substantive examination
C14 Grant of patent or utility model
GR01 Patent grant
CF01 Termination of patent right due to non-payment of annual fee

Granted publication date: 20130619

Termination date: 20190611

CF01 Termination of patent right due to non-payment of annual fee