US3645762A - Hydraulic mortar or cement composition - Google Patents

Hydraulic mortar or cement composition Download PDF

Info

Publication number
US3645762A
US3645762A US29682A US3645762DA US3645762A US 3645762 A US3645762 A US 3645762A US 29682 A US29682 A US 29682A US 3645762D A US3645762D A US 3645762DA US 3645762 A US3645762 A US 3645762A
Authority
US
United States
Prior art keywords
cement
percent
weight
composition
mix
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 - Lifetime
Application number
US29682A
Other languages
English (en)
Inventor
Franz Mikoteit
Hans-Joachim Tennstedt
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.)
ELSA ZEMENT KALKWERKE AG
ELSA ZEMENT- und KALKWERKE AG
Original Assignee
ELSA ZEMENT KALKWERKE AG
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 ELSA ZEMENT KALKWERKE AG filed Critical ELSA ZEMENT KALKWERKE AG
Application granted granted Critical
Publication of US3645762A publication Critical patent/US3645762A/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

Links

Classifications

    • CCHEMISTRY; METALLURGY
    • C04CEMENTS; CONCRETE; ARTIFICIAL STONE; CERAMICS; REFRACTORIES
    • C04BLIME, MAGNESIA; SLAG; CEMENTS; COMPOSITIONS THEREOF, e.g. MORTARS, CONCRETE OR LIKE BUILDING MATERIALS; ARTIFICIAL STONE; CERAMICS; REFRACTORIES; TREATMENT OF NATURAL STONE
    • C04B28/00Compositions of mortars, concrete or artificial stone, containing inorganic binders or the reaction product of an inorganic and an organic binder, e.g. polycarboxylate cements
    • C04B28/02Compositions of mortars, concrete or artificial stone, containing inorganic binders or the reaction product of an inorganic and an organic binder, e.g. polycarboxylate cements containing hydraulic cements other than calcium sulfates

Definitions

  • the present invention relates to a novel hydraulic mortar composition adapted to sealing and waterproofing of the walls and other surfaces of galleries, chamber, bulkheads and the like in mines and other underground excavations.
  • Caving is the practice of undercutting a block and allowing the weight of coal or ore and the overburden to cave it in and break it up.
  • Mine workings may comprise tunnels, drifts, crosscuts, shafts, stopes and rooms.
  • Coal, particularly bituminous coal, occurs in horizontal beds, and its mining may involve problems with dangerous gases, such as methane or carbon monoxide.
  • the rooms are separated by long rectangular pillars which support the main weight of the roof, supplemented by timber props which serve to prevent slabs and pieces of the roof from falling, and if necessary, headboards.
  • the props may be capped by a sill to form a set, which may be rectangular or trapezoidal in fonn.
  • the props or sets are generally placed about 3 meters apart.
  • Bulkheads are conventionally placed in shafts, stopes or inclines that are being used for working purposes while in process of extension. They consist of heavy timber platforms which are braced from one side. In stoping bulkheads are used to confine filling material, and in this capacity they act as retaining walls.
  • the prop sets are arranged transversely of the room or chamber wall faces.
  • the wood props are intended to sustain the pressure of the roof strata, and the tailings or waste rock are intended to obviate ventilation losses so as to improve the ventilation in the work ing sections.
  • the wood props are generally erected about 3 meters apart.
  • a disadvantage of the hardened mixtures of conventional cement and mortar is their friability, so that the sprayed coat cracks under the slightest pressure.
  • bulkheads may be employed, which are constructed by erecting support walls at the end and the beginning of the bulkheads in'the excavated sections and then filling the cavity formed by the supporting walls with filling material, as indicated previously, which may be applied either by hand or mechanically. Thereafter a pumpable slurry of a virtually pure, high-analysis limestone and, if necessary, cement, and water, may be apjcelerators and rapid setting agents, of conventional types, can
  • a cement slurry is also used for strengthening rock and for sealing ofi' seepage water, being injected into the exposed rock by means of a probe located in a sealed borehole.
  • the cement slurry is frequently washed out by the seepage water, thereby rendering useless the entire efiort.
  • a novel hydraulic mortar mix or cement mix which is especially adapted for the coating of the walls, bulkheads, timbers, and other appurtenances of mine working, and which is free from the disadvantages of known mortars employed for these
  • the hydraulic mortar or cement mix of the present invention comprises four active ingredients, as follows:
  • a hydraulic binding agent capable of hydraulic setting by the addition of sufficient water thereto such as, for example, Portland cement, hydraulic lime, blast furnace cement, or siderurgical cement, in an amount ranging between about 20.0 and about 65.0 percent by weight of the hydraulic mix;
  • anhydrous calcium chloride in an amount ranging between about 0.2 and about 6.0 percent by weight of the mix; this compound acts to accelerate the initial setting of the cement;
  • amount employed in the mix ranges between about 30.0
  • the clay contained in the limestone marl is advantageously of the montmorillonite type.
  • limestone marl there can be employed a pure limestone, having a CaCO; content of about percent, to which a desired amount of montmorillonite-containing clay has been added.
  • the ingredient referred to as a slightly burnt and completely deacidified cement clinker is hereby defined more fully as a l cement or mortar material which has been subjected to a heat i treatment whereby a considerable transformation takes place.
  • the material may deacidification (dissociation), sintering or even melting.
  • Dead burned lime or magnesia are typically completely deacidified deposited by a mixed water and air spray upon the surface to 5 materials.
  • the hydraulic settable binding agents which are one ingredient of the composition of the invention are materials which have been burned at sintering temperatures.
  • the slightly burnt and completely deacidified cement clinker ingredient employed in the present invention is, in contrast thereto, a raw material of the type used for cement clinker production, in the form of a crude powder, having a CaCO content of about 78 percent, from which all the CO, is driven off by a heat treatment below sintering temperature. There is obtained thereby a practically dead burned lime, which however, contains ironand aluminum-silicate impurities.
  • the slightly burnt and completely deacidified cement clinker refers to a material well known to those skilled in the art, and may be considered broadly as a type of cement.
  • the cement clinker will be one prepared in a so-called Lepol kiln.
  • This ap paratus is fully described in US. Pat. No. 3,243,172 of Polysius G.m.b.H., and also at page 342 of the treatise "Anorganische Technologie II," by Winnacker-Weingaertner. It combines a drying or roasting grate and a rotary kiln.
  • the material to be processed is fed in lumps to the grate, which may be either directly fired in the manner of a Dwight and Lloyd sintering machine, or which may be exposed to flue gases from the rotary kiln which are cycled to the grate. From the grate the dried or partly burnt material passes directly to the rotary kiln, in which burning to the desired extent takes place at elevated temperatures.
  • a cement clinker or cement as produced in a Lepol kiln is particularly advantageous in the cement or mortar mix of the present invention. It makes possible a very rapid setting and hardening of the mortar of the invention.
  • the material as produced is in the form of a clinker, i.e., lumps, but can be further processed by fine grinding.
  • the latter ground material can be more accurately characterized as a cement. It is hydratable and can be used directly in the mix of the invention by addition of water.
  • the slightly burnt, completely deacidified cement in the clinker form having particles averaging 5 to 7 mm. in size, exhibits a bulk density of less than 1,000 g./liter.
  • the particle size of the previously mixed and then ground hydraulic cement or mortar mix of the invention is advantageously such that less than l0 percent is retained on a sieve having 140 mesh per inch.
  • the ground cement or mortar mix containing the four ingredients described above is applied by admixing therewith a quantity of water ranging between about 23 and about 40 percent by weight of the total quantity of mix and water, preferably 27.5 percent by weight. That is to say, a given hydraulic composition would comprise 77 percent by weight ofcement or mortar mix and 23 percent by weight ofwater.
  • a blower device of the conventional type whereby the mix is blown dry and a sufficient quantity of water is added via a mixing nozzle to permit formation of a plastic paste which can then be sprayed at high pressure against the surface to be coated.
  • the cement clinker ingredient e.g., Lepol kiln clinker, acts to prevent the wet mass, when sprayed against the surfaces, from flowing away by offsetting the slight liquefying effect of the calcium chloride.
  • the cement clinker binds a part of the water added so that the mass stiffens immediately. The mass is then no longer flowable and because of the clay present, adheres to the surfaces to which applied.
  • the use of the mix prepared in accordance with the present invention has the great advantage that heavily worked sections in underground mining can operate with minimum interference by blowing the mixture over considerable distances through feed pipes.
  • the mixture of the invention can be used to erect gastight, load bearing gallery bulkheads parallel to the wall faces by spraying the wet mixture against abutments such as sidewalls, posts and the like or on a waterproof cloth barrier, thus continuously constructing the accompanying barrier.
  • the compressive strength achieved after 24 hours exceeds that of timber props. In contrast to known techniques, gastightness is also assured by the present invention.
  • the cavities between the supported cross-sectional area and the unsupported cross-sectional area of the galleries can be made gastight with the mix of the invention and sealing coatings of great strength and flexibility can be formed by spraying.
  • the mixture prepared in accordance with the present invention permits solid facings to be applied instead of brick facings at the beginning and end of sealing bulkheads by virtue of the fact that an adequate thickness of the mixture can be sprayed on partitions, and after the mix has hardened, the cavity can be rendered gastight by means of an aqueous slurry of stone dust and cement, thus eliminating expensive work involving high labor costs for the erection of sealing walls.
  • the mixture prepared in accordance with the invention is especially suitable for strengthening rock and for sealing seepage water, since the clay contained in the limestone marl can penetrate into the finest capillaries, producing great strength by reason of the clogging and swelling action of the clay.
  • Hydraulic cement burned to sintering 54 IL Limeltonc marl containing at least 5 wt. i; of clay 40 wt. 1: Anhydrous calcium chloride 1 wt. 90 Slightly burnt and completely de-ncidified Lepol kiln cement 5 wt.
  • the Lepol kiln cement had a density of 600-800 g./liter.
  • a mortar mix was made with 72.5 parts by weight of the above composition and 27.5 parts by weight of water.
  • the mortar was cast into rectangular prisms for purposes of tesu'ng compressive strength.
  • the prisms had the dimensions l.575X1.575 inch on each side, height 6.30 inch.
  • the hardened mass was tested at various temperatures at the end of periods varying from 6 hours to 28 days. The results are shown in the following table:
  • test results show that greater strengths are initially ob tained at higher temperatures.
  • a hydraulic cement or mortar mix consisting essentially of a. from about 20 to about 65 percent by weight of a hydraulic binding agent capable of setting by addition of water thereto;
  • a hydraulic cement or mortar composition consisting essentially of 54 percent by weight of a sintered cement, 40 percent by weight of a limestone marl containing at least about 5 percent clay by weight, 1 percent by weight of anhydrous calcium chloride, and 5 percent by weight of a slightly burnt and completely deacidified cement.
  • composition of claim 1 having added thereto sufficient water to effect hydraulic setting of the mix.

Landscapes

  • Chemical & Material Sciences (AREA)
  • Engineering & Computer Science (AREA)
  • Ceramic Engineering (AREA)
  • Chemical Kinetics & Catalysis (AREA)
  • Inorganic Chemistry (AREA)
  • Materials Engineering (AREA)
  • Structural Engineering (AREA)
  • Organic Chemistry (AREA)
  • Curing Cements, Concrete, And Artificial Stone (AREA)
US29682A 1969-04-25 1970-04-17 Hydraulic mortar or cement composition Expired - Lifetime US3645762A (en)

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
DE19691921084 DE1921084B1 (de) 1969-04-25 1969-04-25 Hydraulisch abbindendes Trockenmoertelpulver

Publications (1)

Publication Number Publication Date
US3645762A true US3645762A (en) 1972-02-29

Family

ID=5732309

Family Applications (1)

Application Number Title Priority Date Filing Date
US29682A Expired - Lifetime US3645762A (en) 1969-04-25 1970-04-17 Hydraulic mortar or cement composition

Country Status (7)

Country Link
US (1) US3645762A (fr)
BE (1) BE748684A (fr)
DE (1) DE1921084B1 (fr)
FR (1) FR2043431A5 (fr)
GB (1) GB1279872A (fr)
LU (1) LU60704A1 (fr)
NL (1) NL7003821A (fr)

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US4083730A (en) * 1975-07-22 1978-04-11 Perlmooser Zementwerke A.G. Cement, process and device for its production
US4102700A (en) * 1975-08-27 1978-07-25 Perlmooser Zementwerke Aktiengesellschaft Process for the production of a mixture to be utilized in the production of building materials and a device for carrying out the process
CN115385644A (zh) * 2022-09-30 2022-11-25 北京轻粉艺兴科技有限公司 利用固废石灰石渣制备的湿拌固化砂浆、制备及应用方法

Citations (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US2880100A (en) * 1951-10-09 1959-03-31 Casius Corp Ltd Methods for the manufacture of light-weight concrete

Patent Citations (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US2880100A (en) * 1951-10-09 1959-03-31 Casius Corp Ltd Methods for the manufacture of light-weight concrete

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US4083730A (en) * 1975-07-22 1978-04-11 Perlmooser Zementwerke A.G. Cement, process and device for its production
US4102700A (en) * 1975-08-27 1978-07-25 Perlmooser Zementwerke Aktiengesellschaft Process for the production of a mixture to be utilized in the production of building materials and a device for carrying out the process
CN115385644A (zh) * 2022-09-30 2022-11-25 北京轻粉艺兴科技有限公司 利用固废石灰石渣制备的湿拌固化砂浆、制备及应用方法

Also Published As

Publication number Publication date
BE748684A (fr) 1970-09-06
LU60704A1 (fr) 1970-06-15
DE1921084B1 (de) 1970-06-04
NL7003821A (fr) 1970-10-27
GB1279872A (en) 1972-06-28
FR2043431A5 (fr) 1971-02-12

Similar Documents

Publication Publication Date Title
US4357167A (en) Methods of stowing cavities with flowable materials
CA2177298C (fr) Methode pour l'obtention de gunite ou autres liants hydrauliques
CN103145354B (zh) 一种无熟料复合型尾砂固结剂及其制备方法和应用
CN103626435B (zh) 一种煤岩体用无机充填密闭材料
CN111533519A (zh) 一种用于隧道巷道支护的柔性喷涂材料及其制备方法和应用
CN101343167A (zh) 充填密闭材料及其使用方法
US4770708A (en) Method of disposing of mining tailings
EP0198849A1 (fr) Compositions de ciment mousse pour remblayage de cavites
US3645762A (en) Hydraulic mortar or cement composition
CN112939542B (zh) 一种高强度、速凝、膨胀型多用途注浆材料及其制备、应用方法
KR20180051840A (ko) 시멘트를 함유하지 않은 무독성 지반 주입재 및 이를 이용한 지반 보강 방
Swallow et al. Limes and lime mortars—part one
SU655678A1 (ru) Смесь дл закладки выработанного пространства
US6939834B1 (en) Grout for making watertight screens
CN116396051A (zh) 一种抗渗早强型喷射混凝土及其在超挖渗水工况下的应用
RU2072332C1 (ru) Быстротвердеющее вяжущее
KR102510404B1 (ko) 기성말뚝 매입공법용 무수축 모르타르 조성물
GB530797A (en) Improvements in and relating to building units
SU910550A1 (ru) Бетонна смесь дл закладки горных выработок
RU2103517C1 (ru) Способ приготовления закладочной смеси
RU2251619C1 (ru) Способ получения невзрывного разрушающего средства
Korneyevа et al. Use of industrial waste concrete from steel manufacturing for blastholes casing in open pit mining
RU2153061C1 (ru) Расширяющийся тампонажный материал
PL162134B1 (pl) Sposób powierzchniowego uszczelniania górotworu PL
Moyer Gypsum and Anhydrite