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Our business is not affected by coronavirus pandemic spread and we operate normally. Deliveries can however, depending on local conditions, be sometimes affected in some areas. 690 out of 692 parcels have been delivered on time within EU in March 2020.
Because of the Force Majeure, couriers may encounter a problem on the route and they currently attempt delivery only once (not two times as it usually was) in some areas. If recipient of the shipment is not available (at the address of delivery or by phone), courier may have no possibility to redirect the parcel to Pickup Point (Pickup Points are currently not available in some areas). In this case the parcel will be immediatelly sent back to Poland.
Watch the shipment tracking online to know exactly on what day the shipment will be delivered to you by the courier. Please make sure you’re contactable by the courier on the delivery day and be available to receive the delivery at the location specified as the delivery address.

Det er normalt. Dynacem-blanding i kontakt med luft blir til pulver. Avhengig av temperatur, luftfuktighet, nedbør og tid forblir det øverste laget av blandingen vanskelig eller myk, eller væsken, eller gjørmete eller støvete, eller det ser ut som blomkål kommer ut av hullet. Bruk et stykke bøyd ledning for å bekrefte at det er hard blanding tilstede 1 eller 2 cm under mykt topplag.

Temperature - temperature of rock/concrete measured inside the hole,
X °C - approximate minimum application temperature, Dynacem version can be used below (works very slow) and above X (works faster),
Y °C - maximum temperature for safe application in hole diameters up to 42 mm,
Y+5 °C - maximum temperature for safe application in hole diameters up to 32 mm.
Each version is fast performing at the top of its application temperature range (breaks rock within 6-18 hours typically, at hole diameter of 40 mm) and may cause dangerous blow-outs above its maximum temperature for safe application Y.
Maximum temperature for safe application Y is only important (and can not be exceeded) in the moment of filling holes and during the first 4 hours after filling. For this reason, it is often possible to use Dynacem Standard in the summer if the cool holes are filled early in the morning.
Reaction slows down and breaking time increases almost 2 times with every 5 deg C drop in temperature, or with a hole diameter reduction to 30 mm.

You can store Dynacem in unopened bags 1 year from purchase day or longer.
After 1 year you feel no difference in field performance.
After 2 years it breaks the same rock but it needs 2 days (3 days for reinforced concrete) instead of 1 day.
After 3 years it needs 3 days (may not work with reinforced concrete).
Opened bag will decay faster, but you can vacuum pack it to keep fresh for another 1 year.
You can vacuum pack unopened bags to keep fresh for 3 years (and probably longer).

Vertikale hull som ligger midt i veggtykkelsen (boret fra toppen) er den beste løsningen. Hullene blir boret til det planlagte rivningsnivået for å utføre riving i ett trinn (med lang borkrone) eller i flere trinn (kortere bor). Det er best å fylle hvert andre hull i ett trinn og fylle gjenværende hull neste dag.
Hulldiameter: 38-40 mm i tungt armert betong, 32-38 mm i lett armert og i ikke-armert betong, 30 mm i murstein eller i ikke-armert betong i temperatur over 10 grader C, 25 mm i murvegger opp til 20 cm tykk (T > 10 ° C). Hulldiametre mindre enn anbefalt er også i bruk, men tiden til skade er lengre.
Hulavstand: mellom 1 og 2 ganger veggtykkelse. I begynnelsen av en større jobb, er det verdt å først teste forskjellige hullavstander for å oppnå jevn sprekkerfordeling i hele volumet av veggen. Større avstand gir ofte bedre resultater:


Omtrentlig forbruk av Dynacem for riving av vegger av forskjellige typer og tykkelser er gitt i følgende tabell:

Når det er umulig å bore fra toppen, blir hullene boret fra siden, i firkantet boremønster.
Minimal boredybde: 5 ganger hulldiameter.
Hulavstand må ikke overstige 30x30 cm hvis ødelagte pices fjernes manuelt eller med håndverktøy. Større hullavstand, f.eks. 40x40 cm, kan brukes når større biter blir fjernet av gravemaskinen. Hulavstand skal ikke overstige 10/15 diametre (armert betong, hard stein / betong og murstein).
Skrå hull er enkle å fylle med flytende Dynacem-blanding. Horisontale hull kan fylles med plastisk konsistensblanding (det er tidkrevende) eller PVC-albuer kan plugges inn i hullene og flytende blanding helles gjennom dem:


For å finne gallerier med bilder som demonstrerer riving av forskjellige vegger, kan du se her.

Dynacem is often used for demolition of reinforced concrete (RC) elements and structures.

Dynacem breaks concrete but it is however not able to break the steel bars of diameter above 10-12 mm. It is necessary to remove cracked concrete pieces from between the steel bars after Dynacem reaction. Final removal of cracked concrete is performed with excavator (hammer/bucket attached) or with pneumatic/hydraulic/electric hand operated hammers.

Dynacem helps to avoid explosions and heavy hammering of the concrete. It eliminates shock waves and strong impacts. Demolition can be performed with less noise, vibrations and emissions.

Demolition of rectangular RC element begins from drilling external row of vertical holes 16 cm away from the edge of the element (16 cm = 4 diameters of the hole). It is best to fill every other hole in one step and fill remaining holes next day.
6 hours after filling the outer holes are safe and internal holes can be drilled in square drill pattern to break the interior of element.
Circumferential reinforcement is exposed and released (by expansion of Dynacem in external holes alone or with a little help of a hammer), and should be cut.
Internal holes are filled. 1 (best) or 2 outer rows of holes are filled in one step. Another 1-2 rows are filled up every 1 day.
Removal of cracked concrete begins on day 3rd or later. As long as the cracks grow, the later concrete removal begins, the more the structure will be damaged by Dynacem and the easier it will be to remove.

Hole diameter: 40 mm (32-40 mm for lightly reinforced concrete).
Drilling depth: 95-98 % of element height.
Hole spacing: depends on method being used for the final removal of pre-cracked concrete. Typical cases are listed below.
Hole spacing at hole diameter 40 mm, in heavily reinforced concrete, when final removal of concrete is performed with:
- excavator hammer: 40 x 40 cm (Dynacem consumption 14 kg/m3 of concrete),
- pneumatic/hydraulic hammer: 30 x 30 cm (Dynacem consumption 25 kg/m3 of concrete),
- light electric hammer: 20 x 20 cm (Dynacem consumption 54 kg/m3 of concrete).
Hole spacing at hole diameter 40 mm, in lightly reinforced concrete, when final removal of concrete is performed with:
- excavator bucket: 40 x 40 cm (Dynacem consumption 14 kg/m3 of concrete),
- pneumatic/hydraulic hammer: 33 x 33 cm (Dynacem consumption 20 kg/m3 of concrete),
- light electric hammer: 25 x 25 cm (Dynacem consumption 34 kg/m3 of concrete).
Hole spacing at hole diameter 35 mm, in lightly reinforced concrete, when final removal of concrete is performed with:
- excavator bucket/hammer: 35 x 35 cm (Dynacem consumption 14 kg/m3 of concrete,
- pneumatic/hydraulic hammer: 30 x 30 cm (Dynacem consumption 19 kg/m3 of concrete),
- light electric hammer: 22 x 22 cm (Dynacem consumption 34 kg/m3 of concrete).

To find galleries of pictures demonstrating demolition of reinforced concrete elements and structures click here.

It is necessary to provide support for the structure and take into account that demolition may cause loss of stability and collapse of all or part of the stairs.
It is best to drill vertical holes.
Recommended hole diameter 36-40 mm. Smaller diameters can also work, but with worser results and in the longer time.
Drilling depth = 0,9 x H (the deeper the hole, the greater the destruction).
Always keep d < S < 40 cm (to obtain both longitudinal and transverse cracks).
Greater S values produce bigger cracked concrete pieces. Note that the chunks may be too heavy for manual transport.
Smaller S values provide smaller concrete chunks.

The principle is demonstrated by the sketch below:


Filling holes with Dynacem mixture starts from the free side edge of the stairs.
It is best to fill every other hole on each stair step on the first day and fill the remaining empty holes the day after (filling option A). Remove cracked concrete on the entire area 2-4 days after the last holes were filled.

Holes filling sequence options:


Alternatively, having more time, it is possible to try to demolish the stairs without the support. It is only possible when the stairs have left or right side edge free.
On the first day, just the first holes (from the free side edge of the stairs) are filled at all steps. Then one hole nearest to free edge is filled at each step every 24 hours (filling option B). Remove cracked concrete beginning from the free side edge.

Here you will find photo galleries showing the demolition of various stairs.

Drilling the holes and Dynacem action will produce incomparably less damage to the house and walls, and less noise than hammering.

Stage 1
If the slab has free edges, go to Stage 2.
The procedure is demonstrated on the sketch below.
There are three possible options of Step 1 to choose from.
Drill near the walls and fill the rows of inclined (30-45 degrees) holes A.
Alternatively, drill vertical holes B, located as close to the wall as possible, together with corresponding iclined holes A.
When extremal protection is needed for the walls, drill the holes C, B and A as sketched, and fill holes B and A only. Fill holes C after delamination and removal of cracked concrete from between the holes B and A.
Remove cracked concrete from the whole area near the walls and proceed to Step 2.


S - hole spacing in square drill pattern
h - drilling depth

Stage 2.
To break internal part of the slab, holes D are used in square drill pattern.
Hole diameter: 30 mm in non-reinforced concrete above 10 deg C, 40 mm is recommended in all other cases. Smaller diameters may also work, but with worser results and in the longer time.

The following conditions must be met at the same time.
S < 2h when non-reinforced concrete slab rests on plastic foil/styrofoam/sand (any sliding support) and whole slab thickness is removed,
or S ≤ h in all other cases.
S < 10 hole diameters when the slab is made of reinforced concrete, or S ≤ 15 hole diameters when the slab is made of non-reinforced concrete.
h ≥ 5 hole diameters (holes can be drilled at an angle in thinner slabs to increase drilling depth).
h > 85 % of the slab thickness being removed (the deeper the hole, the better Dynacem action).
Hole spacing should not exceed 30 cm if the rubble will be removed manually or with hand tools (larger hole spacing can be used when larger chunks will be removed by the excavator).

One (preferably) or two outer rows of holes should be filled every 24 hours. Move the cracked concrete away from the uncracked inside of the slab every day.

Example 1
Non-reinforced concrete slab 30 cm thick, resting on sand, temperature 20 deg C.
Cracked chunks will be removed manually.
Hole diameter: 30 mm
Hole spacing S = 30 x 30 cm (you can drill holes in the 30x30 cm grid nodes or you can follow the sketch below where the holes are spaced 30x30 cm basing on the 26x30 cm grid)
Drilling depth h = 27 cm


Example 2
Reinforced concrete slab 50 cm thick, resting on plastic film, temperature 20 deg C.
Cracked concrete will be removed with excavator after Dynacem raction.
Hole diameter: 40 mm
Hole spacing S = 35 x 35 cm
Drilling depth h = 45 cm