Since some years ago attempts have been made, which to some extent have been successful, to utilize the fact, that burnt lime expands when it is being slaked and that it produces great forces in connection therewith, for replacing explosives-. As lime expansion compared with explosion proceeds slowly, it is obvious that demolition by means of burnt lime has a great advantage a.o. bec¬ ause no safety measures must be taken. It does not work, however, simply to use a mixture of burnt lime and water and to fill it_, for example, into pre-drilled holes where a stone or the like is to be . blasted. This would result in that the mixture expands in the longitudinal direction of the hole instead of widening the same. One solution in this connection can be to plug the hole in a suitable way, for example by closing the hole by pouring concrete. This implies an additional operation which.besides, cannot be carried out just like that, because the slaking of the lime and therewith the expansion start as soon as the lime oxide is slaked with the water and, therefore, one cannot be sure that the concrete plug binds and secures with sufficient safety before the expansion has commenced.

An expanding substance, therefore, is desired which easily can be poured in intended quantities, and which then forms a body without liquid properties which with adjustable time function expands in all directions. With other words, the pressure force developed by the expanding product shall exceed substantially the tens- ' ile forced in the member to be demolished. It can be mentioned in this connection that the compressive strength of natural and synthetic species of stone gen¬ erally is about ten times higher than the tensile strength. It has been succeeded to solve this by processing the

burnt lime with certain substances. When the water is added, a crystal lattice or a network is formed which holds together the mass as a body. This body, of course, will be blasted when the lime during its slaking is permitted to expand. The expansion, however, substant¬ ially is not permitted to take place before the demolit¬ ion well has been carried out, i.e. the internal forces can be built up and exert pressure forces, for example, on the walls of the hole, at the same time as admixed cement efficiently retains expansion in the direction out of the hole. •

The problems, however, are not all solved by this, bec¬ ause, as will be understood, a necessary prerequisite for the aforesaid to happen is that the cement can bind sufficiently before the expansion brought about by the lime slaking becomes effective. In the European patent application 8030387* .-4' is described how this can be effected. According to said publication, the lime is burnt _# very hard to great crystals, which results in a delay of the slaking, and the cement, thus, is given time to bind before the slaking and resulting expans¬ ion commence. This process -certainly works well, but has the disadvantage that the hard burning of the lime also implies a long stay time at high temperat¬ ure and thereby implies high burning cost for the lime, so that this process is less economic.

In practice, therefore, in spite of the well-functioning operation there did heretofore not exist a suffic¬ iently economic and competitive demolishing agent accord¬ ing to this principle. It is, therefore, the object of the present invention to suggest a demolishing product, which bases its effect on the expansion obtained at the slaking of the lime, is -easy to handle, has a good effect and especially good economy even in comparison to ex¬ plosives.

This object is achieved according to the invention in that together with ordinary burnt lime in the same proc-

ess step an agent of organic type retarding the lime slaking is ground. In a subsequent process step a hydr¬ aulic component and a plasticizing agent are added. The retarding agent of organic type may be, for example, sugar species, which from the concrete industry have proved to act as ."poisons ¹ ' even in relatively small quantities.

The principle and function of the invention are des¬ cribed in greater detail in the following by way of embodiments and with reference to the accompanying photographies and diagrams .

In the Table below are listed the different mixtures, which have been used at the experiment photographed.

Mixture 1: 80% CaO+20% cement / !% R-agent/2? plasticizer

2: 60% Ca0+*40% " /!% " 12% "

" 3: 80$ CaO+20% " 12% " 12% "

•4: 60$ Cao+W ^» / 2% " 12% ^»

" 5: Bristar 200

R-agent in the above Table is to be understood to be a slaking-retarding agent of organic tyυe. Bristar (R) Is the name under which a demolishing agent according to the aforesaid European patent application is marketed. This agent was included for comparison.

The different mixtures were prepared in such a manner, that unslaked lime with a size of 0-2 mm was ground in batches of 5000 grams while the R-agent was added.The grinding time was 15 effective grinding and_ 19 minutes emptying grinding. The object was to obtain a fineness corresponding to that of "Bristar 200". The grinding was divided into steps in such a way, that at the first grinding 500 g of unslaked lime (CaO) was ground, in the second step -1950 g of unslaked lime plus 50 g of R-agent, and in the third step -4900 g of unslaked lime was ground with 100 g of R-agent.

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To these lime samples standard cement was then supplied during 10 minutes effective grinding and 10 minutes emptying grinding. In order to finally render possible a good filling of the holes and a good strength, 2% fluid addition in powder state was added in order to reduce the viscosity even at moderate watter additions.

Thereafter the demolishing agent in ready state was mixed at its application with water to a water product number, vpt, = p,35«

At the grinding can be noted that there were no problems involved with the grinding and subsequent mixings. After the addition of water the viscosity was compared to Bris¬ tar 200, which was mixed according to prescriptions. It could be observed that the mixtures 2,-4 and 5 had about the same viscosity, while 1 and 3 were slightly more viscous than Bristar. The prepared slurries were applied in concrete cubes of 1 0 x 150 mm stored for ab- out 1 year and corresponding concrete KβOO (650 kp/c ), in which a hole .was drilled to a depth of about 105 mm and with a diameter of 25 mm. The cubes were filled to overflow and placed in room environment. The procedure of events was recorded by a camera every 30th minute for more than 2-4 hours. The photographies are included in the enclosures with the positions of the different cubes and, respectively, the time indicated. The first crack formation could be observed after 6 hours on the cubes for the mixtures 1 and 3 (picture 3). The mixtures 2 and (picture 7) gave rise to crack form¬ ation in the cubes after 19 hours, and the reference cube filled with Bristar 200 cracked after 20 hours (picture 8). After the first crack formation the cracks widened substantially (picture 9) on all sample bodies. The de olishion can be regarded total.

From the aforesaid experiments can be concluded that the expansion and explosive strength of the mixtures depend

on the lime/cement ratio to a higher degree than on the ratio between the lime and retading agent. As can be seen in the photographies,the agent according to the in¬ vention did not show, either, any tendency to be blown out of the hole, but maintained a solid shape, different from the reference agent which more or less was pulver¬ ized at the opening of the hole.

The slaking-reducing effect of lime with retarding agent according to the invention was also determined by slaking curves according to the method Bundesverband, which are represented in the accompanying diagrams. It can be stat¬ ed that the difference between 1% R-agent (curve 2) and 2% R-agent (curve 3) is not so great, while the differ¬ ence compared to unaffected unslaked oime (curve 1) is substantial where lime without retarding agent has a considerably faster slaking process.

In the first case between 1% and 2% R, in order to ach- ^* ieve 50 C, the difference is 10 minutes. In the second case between 0%R and 1-2 R the difference for achieving 50 C is 150 minutes.

A further test experiment is represented in the photo¬ graphies in the form of a ^' pilot experiment on natural stone. It was carried out in order to see what happens when the material is harder than concrete. The stones in question consisted of grey granite with grains of calcite, volume about 0,8 cubic metre, temperature +10 C. -4 holes were drilled aligned and in the longitud¬ inal direction for the stones. The hole diameter was 37 mm and the hole depth amounted to 7 Zf. of the height of the stone at the respective hole, fixture 1 was used for the experiment, and the holes were filled to over¬ flow.

The first crack formation could be discovered after 9, hours about the holes (picture 13)- After about 10,5 hours crack formation was observed In the longitudinal Direction between the hoj.es (oicture ^■>■■ - ⁾ - Total crack

formation in the longitudinal direction between the holes was obtained after 11 hours and at about 12 hours (picture 17) the stone was cleaved and the pieces had fallen apart. 0,5 hour thereafter the stone was cleaved also in the transverse direction (picture 18), and in addition a blasting effect downward to the lower side could be detected.

As the lime according to the invention is retarded by using an agent or agents which also for the cement used has the character of a retarding agent, it was studied whether long-time storage of the demolishing product in accordance with the invention (in dry state) results in some infection from the lime to the cement, i.e. In some transfer of the retarding agent from the lime to the cement. No reaction whatsoever of this kind could be measured even after one year storage, and probably the demolishing product according to the invention can be stored several years without the risk of ageing in this way. This is probably the most surprising feature of the Invention, because it could have been expected that the retarding agent to a certain extent also ad¬ heres on the cement, in which connection also the mech¬ anic working should be observed which takes place when the cement is mixed with the lime. It Is at this moment not entirely clear the background thereof, but it should be noted that the effect is not critical, but seems to prevail within the entire percentage range tested so far for the addition of retarding agent. It seems, with other words, as if the lime is capable at its particles to lock or fix a greater amount of retarding agent than what it practically needs for bringing about the desired retarding effect. This fact, that the addition of retard¬ ing agent is not critical^ facilitates the production substantially.

Experiments further indicate that the coating of the lime with a retarding coat according to the invention

during the final grinding of the lime can improve the effect of the demolishing product when in one of the process steps an antifoaming agent is added, which, for example, may be. polyphosphates, polyephthalates, alcohols and reduces the proportion of air inclusions at the application, which increases the effective blasting cap¬ acity per volume.

The addition of plasticizers to the demolishing product according to the invention also has the object to improve the economic yield. By means of the plasticizer the water content at the application can be held down close to what is required for the reaction of the cement and, respectively, the slaking of the lime. As it is possible, so to speak, to avoid water as "ballast" in the demolish¬ ing product, the effective expansion per volume of the demolishing product is at optimum. The plasticizer has not only the object to hold down the water content in the product, but also shall ensure that the viscosity for the product when it has been mixed with water is such, that it comfortably can be poured down, for example, into drill holes.

Unfortunately it is not sufficient with the addition of plasticizer for effecting the desired viscosity at optimum water amount, which optimum water amount is to be understood as he water amount required for the re¬ actions with lime and cement. This problem can be solved by adding dispersing agent, and for this purpose especi¬ ally a dispersing agent not entraining air is suggested, for* example hydroxyla ines, sulfonated alkyls or tri- ethanolamine._

When according to the invention the water content was reduced close to what at optimum is required for a complete reaction, i.e. very little water excess, It is practically found that the lime Itself can form the solid bodv without cement addition.