Carrying capacity equipment and accessories
Builder's mast freight hoist PMG-1-B is intended for elevate building materials, their horizontal submission inside of apertures of buildings (roll out platform) and on a roof.
On building there are many ways to elevate of cargoes on the certain height. However the most convenient and practical is uses of builder's hoist. Owing to ease of installation, durability and reliability builder's hoist allow to save not only your time, but also means. All builder's hoists are projected according to rules PB 10-518-02 Russia Rostehnadzor.
The materials used by manufacture of builder's hoist PMG-1-B, carefully are tested for durability and suitability to building conditions. Cargo building lifts are equipped retarder on a case of emergency breakage of a cargo cable and elements of management of various blocking on working and emergency modes. Such features allow to raise in times safety of use of builder's hoist in building.
Builder's mast freight hoist consists of a mast collected from sections and an elevating roll out platform. For reliable work the builder's hoist is fixed to bearing walls by means of special support.
The name | Units | Value |
Carrying capacity | kg. | 500 |
The maximal elevate height | m. | 49 |
Elevating speed of cargo | km/s. | 0,35 |
Electromotor capacity | кВт | 4 |
Into the standard complete set of delivery also enters:
Into structure of the basis of the builder's hoist enter:
Are used for a suspension bracket of weight. Are intended for application at the industrial enterprises, transport, warehouse and other objects.
Rope universal slings USKК1 (SKP1) - for direct contact of a weight to a hook of the crane serve loopback канатные slings. It is the most widespread kind a sling.
Rope ring slings SKK1 - For direct contact of a weight to a hook of the crane serve ring rope slings CKK. Distinctive feature of this model is twice reduced diameter a rope at the carrying capacity similar to loopback slings.
Rope single-branch 1SK1 - There are two subspecies канатных a sling 1SK1 - single-branch: with deadeye on the top loop and without. If deadeye is it, sling is used as the repair complete set, differently - as hung on a hook of the crane independent unit.
Rope double-branch (2SK1) - Serve for fastening weight to hooks of the load-lifting equipment. Are widely used on industrial the enterprises, warehouse and transport objects.
Rope four-branch (4SK1) - Consisting of a part and four rope branches, these slings are used at the industrial enterprises, warehouse and building objects.
Rope four-branch (4SK1) | |||||||
Length, m. | Diameter of the steel rope applied to manufacturing, mm. | ||||||
8,3 | 11 | 12 | 14 | 15 | 16,5 | 19,5 | |
Carrying capacity, t. | |||||||
1,25 | 2 | 3,2 | 4 | 5 | 6,3 | 8 |
Rope double-branch (2SK1) | |||||
Length, m. | Diameter of the steel rope applied to manufacturing, mm. | ||||
8,3 | 11 | 14 | 16,5 | 19,5 | |
Carrying capacity, t. | |||||
0,63 | 1 | 2 | 3,2 | 4 |
Rope single-branch 1SK1 | ||||||||
Length, m. | Diameter of the steel rope applied to manufacturing, mm. | |||||||
8,3 | 11 | 12 | 14 | 15 | 16,5 | 19,5 | 22,5 | |
Carrying capacity, t. | ||||||||
0,5 | 1 | 1,25 | 1,6 | 2 | 2,5 | 3,2 | 4 |
Rope universal slings USKК1 (SKP1) | ||||||||
Length, m. | Diameter of the steel rope applied to manufacturing, mm. | |||||||
8,3 | 11 | 12 | 14 | 15 | 16,5 | 19,5 | 22,5 | |
Carrying capacity, t. | ||||||||
0,5 | 1 | 1,25 | 1,6 | 2 | 2,5 | 3,2 | 4 |
Rope ring slings SKK1 | ||||||||
Length, m. | Diameter of the steel rope applied to manufacturing, mm. | |||||||
8,3 | 11 | 12 | 14 | 15 | 16,5 | 19,5 | 22,5 | |
Carrying capacity, t. | ||||||||
0,5 | 1 | 1,25 | 1,6 | 2 | 2,5 | 3,2 | 4 |
Indicator | Units | Value |
Carrying capacity maximal | kg. | 500 |
Elevate height maximal: | ||
– at crane installation on the ground | m. | 4,3 |
– at installation on overlapping | m. | 45,0 |
Start from an axis of rotation | m. | 2,42 |
Elevate speed | m/min. | 17 |
Corner of turn | degree. | 360 |
Overall dimensions: | ||
– length | mm. | 4140 |
– width | mm. | 1690 |
– height | mm. | 5380 |
Crane full weight | kg. | 910 |
Supporting capture ZO-09.00.00.000, slinging for two loops by the crane, moves to a place of warehousing of a brick. The mounter directs capture at the pallet with a brick, lowers it, not leading up to a level of the ground of 80-100 mm, releases emphasizes and fixes them on the pallet.
Rise of capture in weight more than 0,9 tonn is forbidden.
The manufacturer guarantees conformity of supporting capture ZO-0,9.00.00.000 to requirements TU 4834-003-01332632-2008 and its non-failure operation in current of 6 months from the date of sale by a factory under condition of observance by the consumer of the service regulations established by the maintenance instruction.
Type of the pallet | Nominal carrying capacity of the pallet, t. | The floor nominal sizes of the pallet, mm | Weight of the pallet, kg (no more) |
POD - on support, wooden | 0,75 | 520х1030 | 22 |
POD - on support, metal | 0,75 | 520х1030 | 22 |
POD - on support, wooden | 0,9 | 770х1030 | 25 |
POD - on support, metal | 0,9 | 770х1030 | 30 |
Prong scaffold E-507 (Non-bolt tubular scaffold for stone, painting and decorating) are intended for a laying of stone walls in height up to 40м, and for furnish of facades of buildings up to 60м. Woods are executed according to GOST 27321-87. Connection of woods without application of bolts.
Image, designation |
The name | Overall dimensions, mm. |
Weight, kg. |
Л-1 |
Support | 4000 | 22,69 |
Л-2 |
Support | 2000 | 11,92 |
Л-4 |
Boot | 4,3 | |
Л-5 |
Connection | 2400 | 10,26 |
Л-6 |
Collar | 1900 | 9,91 |
Л-9 |
Collar | 1500 | 6,88 |
Л-17 |
Ladder | 2415x435 | 15,5 |
Л-13 |
Double hook | 3,49 | |
Л-14 |
Single hook | 1,28 | |
Л-15 |
Anchor | 0,23 | |
Wood board |
Woods probably to get as the complete set, and by set. In addition the customer can get a wood floor (0,5х1,6) t=40мм.
In a variant of assembly of scaffold for painting and decorating the floor can be gathered on six stages. People elevate on scafold is carried out on ladders. The top end of ladders on hooks is hung on cross-beams, and bottom leans on a floor.
Rigidity of scaffold is provided with installation of the diagonal communications connected to supports. Diagonal communications are established in two extreme flights.
Protections are established on working stages of scaffold except for floorings.
For protection against atmospheric electric categories of a scaffold are equipped with the grounding connected to a support by the trunk.
Scaffold as a variant of assembly for stone works are gathered from elements of scaffold for painting and decorating. Distinction consists that fastening of scaffold for stone works to a wall is carried out by the mortgages pawned in a wall during a laying. Also distinction is in that the floor can be gathered only on two stages from boards for a stone laying.
Indicator | Units | For a stone laying | For painting and decorating |
Limiting height | m. | 40 | 60 |
Step of a stage | m. | 1,0 | 2,0 |
Step of supports along a wall | m. | 2,0 | 2,0 |
Distance between supports to perpendicularly wall | м. | 1,6 | 1,6 |
Quantity of stages of the floor, simultaneously stacked on scaffold | шт. | 2 | 6 |
Normative superficial loading | kg/m2 | 250 | 200 |
Pipe | mm. | 48х3,5 и 57х3,5 |
Setting saddle scaffold for finishing and stone works represent a construction collected from following elements: a frame, a frame with a ladder, diagonal draft, horizontal draft, face projection, daises, anchor elements fastenings to a wall.
The bottom number of frames supports on boots.
Frames (with ladders) and frames (without ladders) are increased one after another up to necessary height.
Frames with ladders are installed in the second and third number from edge of scaffold from double-side and serve for elevate of workers on a working stage.
Frames, with the purpose of stability, communicate among themselves diagonal and horizontal communications in chessboard order from street and communications horizontal from a wall. In scaffold for a stone laying in a penultimate stage diagonal drafts are installed in each flight.
Fastening of scaffold to a wall is realized through anchors.
Scaffold can be got as the complete set, and each element. As a base under a wooden flooring can serve: a skeleton metal (the size 1,0х3,0, it is executed from a pipe 50х25х2,0) or collar -2 pieces (3м, is executed from a pipe 48х3,5).
Image, Notation | The name | Overall dimensions, mm | Mass, kg. |
Р-01 |
Frame with a ladder | 2080x1062 | 13,4 |
Р-02 |
Frame without a ladder | 2080x1062 | 11,1 |
Р-03 |
Boot (supporting abutment) | 100x100x103 | 0,36 |
Р-04 |
Face projection (extra) | 1140x45x80 | 1,4 |
Р-05 |
Diagonal communication | 3287 | 6,3 |
Р-06 |
Horizontal communication | 3050 | 2,93 |
Р-07 |
Fastening to a wall (an anchor, a fuse) | 0,25 | |
Р-08 |
Collar (extra) | 3060x65 | 11,9 |
Р-09 |
Floor | 3060x500x50 | 23 |
For protection against atmospheric electric charges of a scaffold are equipped lighting receiver and grounding.
Indicator | Units | For painting and decorating | For stone works |
The maximal height of scaffold | m. | 30 | 20 |
Step of a stage | m. | 2,0 | 2,0 |
Step of frames along a wall | м. | 3,0 | 2,0 |
Width of a stage (pass) between post of frames | m. | 1,1 | 1,1 |
Stage quantity of the floor simultaneously stacked on scaffold | шт. | 2 (top) | 2 (top) |
Normative superficial loading | Pa (kgf/m2) | 200 | 200 |
Fastening between elements is carried out by rotary and deaf clamps - can be applied to buildings of a complex configuration both by way of, and on height, and also at the inclined bases. The construction clamp scaffold allows to change over a wide range schemes of a skeleton depending on an outline of a building. They are intended for finishing and repair work on facades of buildings in height up to 40 m, and also for a stone laying of walls of buildings in height up to 20 m.
The joints of supports should be in different levels with the purpose of stability increase of scaffold, within the limits of the first both uppermost stage two-meter and four-meter supports alternate. Scaffold is increased only by four-meter racks in intermediate stage Supports are incorporated by clamps to communications and cross-beams. Cross-beams are incorporated to the fuses, mounted in a facade of the repaired building. The floor on stage of scaffold is gathered from the wooden boards, made of wood of coniferous breeds. Floor boards are established on communication.
Floor can be gathered in all stage in a variant of assembly of scaffold for painting and decorating. People elevate on scaffold is carried out on ladders. The top end of ladders on hooks is hung on cross-beams, and bottom leans on a floor.
Rigidity of woods by the way is provided with installation of the diagonal communications connected to supports by rotary clamp. Diagonal braces are established in two extreme flights of scaffold.
Board planking and protections are established on working stage of scaffold except for floor. Board planking are fixed by cramp - protections by clamps. Scaffolds are equipped with the grounding connected to a support by the trunk for protection against atmospheric electric categories.
Scaffold as a variant of assembly for stone works - are gathered from elements of scaffold for painting and decorating. Distinction consists that fastening of scaffold for stone works to a wall is carried out by the mortgages, pawned in a wall during a laying. Also distinction is in that the floor can be gathered only on three stages from boards for a stone laying.
Scaffold probably to get as the complete set, and by set. In addition the customer can get a wood floor (0,5х2,0) t=25мм.
Indicator | Units | For painting and decorating | For stone works |
The maximal height of scaffold | m. | 40 | 20 |
Step of a stage | m. | 2,0 | 1,0 |
Step of frames along a wall | m. | 2,5 | 1,5 |
Width of a stage (pass) between supports of frames | m. | 1,25 | 1,4 |
Quantity of stage of the floor, simultaneously stacked on scaffold | items. | 19 | 3 |
Normative superficial loading | Pa (kgf/m2) | 200 | 250 |
Pipe | mm. | 48х3,5 |
Indicator | Units | Value |
As much as possible-safe load on a floor at stage accommodation platform: | ||
– the first (bottom) stage | kgf/m2 | 400 |
– the second stage | kgf/m2 | 340 |
– the third stage | kgf/m2 | 280 |
– the fourth stage | kgf/m2 | 220 |
Height of floor arrangement: | ||
– in the combined position of support | mm. | 1000 |
– in the lifted position of support | mm. | 2000 |
The size of a floor | mm. | 5300х2300 |
Overall dimensions platform: | ||
– in the combined working position of support | mm. | 5300х2300х1730 |
– in the lifted working position of support | mm. | 5300х2300х2730 |
– in transport position | mm. | 5300х2300х1010 |
Weight: | kg. | 800 |
– including metal | kg. | 550 |
– including a wood | kg. | 250 |
Indicator | Units | Value |
Bearing ability | kgf/m2 | 400 |
Level of a floor concerning overlapping | mm. | 900 и 1800 |
Overall dimensions: | ||
– Length | mm. | 5500 |
– Height | mm. | 1750 |
– Width | mm. | 2400 |
Weight: | ||
– wood floor | kg. | 525 |
– details from metal | kg. | 245 |
Scaffold-tower represents the mobile collapsible unit executed according to GOST 28012-89. The Scaffold-tower is intended for finishing, repair and installation works, as inside, and outside of inhabited, civil and industrial buildings. For maintenance of stability the scaffold-tower is supplied by support, which fasten to the basic construction a scaffold-tower. In a working circle frames of a protection are established. Height of a protection from a level of a floor not less than 1,1 m.
The name | Units | VT-200 «B» | VT-250/1,2x2,0 | VT-250/2,0x2,0 |
The maximal height | m. | 21,3 | 18,3 | 19,5 |
The maximal height of a working platform | m. | 20,2 | 17,0 | 18,3 |
Normative loading | kg force. | 200 | 250 | 250 |
Step of a stage | m. | 2,0 | 1,2 | 1,2 |
Distance between support on length | m. | 2,1 | 1,9-4,6 | 1,9-4,6 |
Distance between support on width | m. | 1,45 | 1,3-4,0 | 2,1-4,8 |
The sizes of a working platform | m. | 1,0x2,0 | 1,2x2,0 | 2,0x2,0 |
Overall dimensions | ||||
– Base in gathering | mm. | - | 2490x340 | 2490x340 |
– Support frame | mm. | 2080x1450 | - | - |
– Solebar | mm. | 1030x2075 | 1292x1200 | 2134x1200 |
– Protection frame | mm. | 1030x1100 | - | - |
– Horizontal draft | mm. | 2035 | 1947x190 | 1947x190 |
– Ordinary communication | mm. | - | 1683 | 1683 |
– Diagonal Communication | mm. | 816 | - | - |
– Support lateral | mm. | 2545 | 2615 | 2615 |
– Protection enclosure | mm. | - | 1292x1200 | 2134x1200 |
– Handrail | mm. | - | 1935x110 | 1935x110 |
– Floor | mm. | 2020x450 | 2000x590 | 2000x465 |
– Floor with the hatch | mm. | 2020x505 | 2000x590 | 2000x590 |
Scaffold-tower VT-200 “B” is made of a pipe 30х30х1,5; 50х25х2,0 (basis); 25х1,5.
Advantage ВТ-250: convenience in transportation as the basis is a folding design.
The plaster machine station SHS--4/6 it is applied to reception of a commodity solution, its finishing up to a necessary working consistence, filtering and submission to plasterer workplaces for drawing on plastered surfaces, filling floors and drawing on vertical plastered surfaces by injectors.
The station represents the warmed van in which the reception bunker, elevating wheel with the mechanism of rotation, a water tank with the centrifugal pump, mortar pump, the bunker with vibrocleaner, system of heating, an electric equipment are located.
The station is applied on the open areas of units of industrial, civil and farm construction provided by the electric power and water.
Climatic modification V category I in accordance with GOST 15150 at an ambient temperature from a minus 30°С up to plus 40°С. At negative temperature of external air by the consumer should be provided reliable heat insulation of mortar (concrete) wire and systems of water supply.
Indicator | Units | Value |
Productivity depending on mortar pump |
m3 | 4-6 |
Volume of the reception bunker | m3 | 2.5 |
Capacity of the electric motor drive of elevating wheels | kW | 7,5 |
Capacity TEN’s (a tank with water) | kW | 15 |
The general power consumption | kW | 29,4 |
Rotation frequency of elevating wheel | rev/min | 15 |
Volume ready at preparation of a solution | liter | to 200 |
Indicator | Units | Value |
Length | mm. | 4 550 |
Width | mm. | 2 500 |
Height | mm. | 2 200 |
Weight* | kg. | 3 150 |
The name | Units | СО-49S | СО-49PA | СО-49P2 | СО-50D | СО-50DM | СО-49D |
Productivity | m3/hour | 3,0 | 4,0 | 3,0/4,0 | 6,0 | 6,0 | 4,0 |
Solution clipper | ОR-50 | ||||||
− Dу | mm. | - | 50 | - | - | - | - |
− pressure (max) | MPa. | - | 4,5 | - | - | - | - |
Ball stopcock: | |||||||
− Dу | mm. | 38 | 38 | 38 | 38 | 38 | |
− pressure (max) | MPa. | 4,0 | 4,0 | 2,5 | 2,5 | 1,6-2,5 | |
Working presure (max) | kgs/sm2 | 35 | 35 | 30 | 25 | 25 | 15 |
Submission distance of a solution: | |||||||
– across horizontal, no more | m. | 250 | 300 | 250 | 250 | 250 | 160 |
– across vertical, no more | m. | 100 | 120 | 80 | 60 | 60 | 35 |
Piston motion | mm. | 90 | 120 | 90 | - | - | - |
Plug motion | mm. | - | - | - | 120 | 120 | 90 |
Cylinder sleeve lenght | mm. | 188 | 220 | 188 | - | - | - |
Piston diameter | mm. | 100 | 100 | 100 | - | - | - |
Plug diameter | mm. | - | - | - | 110 | 110 | 90 |
The hatch for replacement of the ball | - | + | - | - | - | - | |
Oil crankcase of gear pair | - | - | - | - | + | - | |
Rubber-covered ball, diameter | mm. | 50 & 70 | 50 & 70 | 50 & 70 | 70 & 70 | 70 & 70 | 60 & 60 |
The plaster machine station SHS-4/6-3 - type "SALUTE" " - is intended for reception of a solution (or a rigid solution, depending on mortar (concrete) pump) from a dumper, hashing, heating during storage on object, promptings, the filtering, the mechanized submission and spray application of a plaster solution on a work surface by injectors and, as required, deliveries in the elevating bunker or solution box in which moves on a workplace of the bricklayer. The station is applied on the open areas of units of industrial, civil and farm construction provided by the electric power and water
The plaster machine station SHS-4/6-3 - type "SALUTE" - is a metal construction which consists of the general frame, reception bunker, cabin the operator (engine room). The complete of the process equipment is placed in last, where work direction of station is carried out from a direction case.
Climatic modification V category I in accordance with GOST 15150 at an ambient temperature from a minus 30°С up to plus 40°С. At negative temperature of external air by the consumer should be provided reliable heat insulation of mortar (concrete) wire and systems of water supply.
Indicator | Units. | Value |
Reception bunker volume | m3 | 4,0 |
Endless screw diameter | mm. | 1480 |
Rotation frequency of endless screw | min-1 | 15 |
Productivity | according to mortar pump | |
Hot-air generator power | kW | 5 |
The electric motor capacity of endless screw drive | kW | 7,5 |
Heaters | kW | 15 |
The general established capacity | kW | 33,5 - 37 |
Machine overall dimensions | ||
– Length | мм. | 5670 |
– Width | мм. | 2455 |
– Height | мм. | 2270 |
Weight , not less | кг. | 4000 |
The structure of a set of hoses depends on type mortar pump.
The name | Units | СО-49S | СО-49PA | СО-49P2 | СО-50D | СО-50DM | СО-49D | СО-50PB (rigid solutions) |
Productivity | m3/hour | 3,0 | 4,0 | 3,0/4,0 | 6,0 | 6,0 | 4,0 | 8 |
Solution clipper | ОР-50 | |||||||
− Dу | mm. | - | 50 | - | - | - | - | - |
− pressure (max) | MPa. | - | 4,5 | - | - | - | - | - |
Ball stopcock: | ||||||||
− Dу | mm. | 38 | 38 | 38 | 38 | 38 | 65 | |
− pressure (max) | MPa. | 4,0 | 4,0 | 2,5 | 2,5 | 1,6-2,5 | 4,0 | |
Working presure (max) | kgs/sm2 | 35 | 35 | 30 | 25 | 25 | 15 | 30 |
Submission distance of a solution: | ||||||||
– across horizontal, no more | m. | 250 | 300 | 250 | 250 | 250 | 160 | 200 |
– across vertical, no more | m. | 100 | 120 | 80 | 60 | 60 | 35 | 50 |
Piston motion | mm. | 90 | 120 | 90 | - | - | - | 120 |
Plug motion | mm. | - | - | - | 120 | 120 | 90 | - |
Cylinder sleeve lenght | mm. | 188 | 220 | 188 | - | - | - | 220 |
Piston diameter | mm. | 100 | 100 | 100 | - | - | - | 150 |
Plug diameter | mm. | - | - | - | 110 | 110 | 90 | - |
The hatch for replacement of the ball | - | + | - | - | - | - | + | |
Oil crankcase of gear pair | - | - | - | - | + | - | - | |
Rubber-covered ball, diameter | мм. | 50 & 70 | 50 & 70 | 50 & 70 | 70 & 70 | 70 & 70 | 60 & 60 | 70 & 100 |
Plant for hashing and delivery of a mortar-solution U342M it is intended for reception of a solution from submitting devices, hashing and heating during storage on building object and also for delivery in the elevating bunker or mortar-concrete box
Work of plant is based on periodic rotation of endless screw, supporting a building mortar solution constant readiness in working order. Plant is equipped by a heating system that allows to use it in a winter season.
The name | Units | Value |
Capacity of plant* for a full unloading of a mortar solution from amalgamators or dumpers |
m3 | 4 |
Endless screw diameter | mm. | 1480 |
Rotation frequency of endless screw | rev/min. | 15 |
Productivity of a unloading | liter/min. | 500 |
Capacity of an electroheater: | ||
– base | kW | 5 |
– warmed | kW | 2x5 |
The electric motor of a drive endless screw: | ||
– Capacity | kW | 7,5 |
– Rotation frequency of a electric motor shaft | rev/min. | 1450 |
– The general established capacity: | ||
–– base | kW | 12,5 |
–– warmed | kW | 17,5 |
Overall dimensions of installation: | ||
– Length | mm. | 4350 |
– Width | mm. | 1800 |
– Height | mm. | 1950 |
Weight, not less | kg. | 2250 |
The presented mortar pump series is developed and made by factory "Remstroydormash" which are intended for transportation and spray application a plaster solution on a work surface with fraction size no more than 5 mm and mobility not less than 8 sm on a reference cone of GOST 5802-86 by manufacture of painting and decorating in construction.
The name | Units | СО-49P | СО-49PA | СО-49P2 | СО-50D | СО-50DM | СО-49D |
Common characteristics | |||||||
Productivity | m3/hour | 3,0 | 4,0 | 3,0/4,0 | 6,0 | 6,0 | 4,0 |
Solution clipper | ОР-50 | ||||||
− Dу | mm. | - | 50 | - | - | - | - |
− pressure (max) | MPa. | - | 45 | - | - | - | - |
Ball stopcock: | |||||||
− Dу | mm. | 38 | 38 | 38 | 38 | 38 | |
− pressure (max) | MPa. | 40 | 40 | 25 | 25 | 16-25 | |
− Working presure (max) | kgs/sm2. | 35 | 35 | 30 | 25 | 25 | 15 |
Submission distance of a solution | |||||||
− across horizontal, no more | m. | 250 | 300 | 250 | 250 | 250 | 160 |
− across vertical, no more | m. | 100 | 120 | 80 | 60 | 60 | 35 |
Piston motion | mm. | 90 | 120 | 90 | - | ||
Plug motion | mm. | - | - | - | 120 | 120 | 90 |
Cylinder sleeve lenght | mm. | 188 | 220 | 188 | - | - | - |
Piston diameter | mm. | 100 | 100 | 100 | - | - | - |
Plug diameter | mm. | - | - | - | 110 | 110 | 90 |
The hatch for replacement of the ball | - | + | - | - | - | - | |
Oil crankcase of gear pair | - | - | - | - | + | - | |
Rubber-covered ball, diameter | mm. | 50 & 70 | 50 & 70 | 50 & 70 | 70 & 70 | 70 & 70 | 60 & 60 |
Overall dimensions | |||||||
– length | mm. | 1400 | 1400 | 1400 | 1250 | 1350 | 1020 |
– width | mm. | 700 | 700 | 700 | 500 | 550 | 420 |
– height | mm. | 1100 | 1100 | 1100 | 1230 | 1430 | 1240 |
Mass | kg. | 400 | 400 | 405 | 370 | 400 | 190 |
Box YRS-500.00.000 and YRS-600.00.000 are intended for reception of a solution and a concrete mix and their submission by crane to a place of stacking.
The name | Units | YRS-500.00.000 | YRS-600.00.000 |
Capacity, no more | m3 | 0,25 | 0,30 |
Overall dimensions: | |||
– Length | mm. | 1330 | 1580 |
– Width | mm. | 770 | 770 |
– Height | mm. | 455 | 455 |
Mass | kg. | 60,0 | 75,0 |
Carrying capacity | kg. | 500 | 600 |
After the finishing of the works, connected with use of a box, it is necessary for clearing carefully of the rests of a solution and to wash out water.
[53] The box 2N270 (see fig.) is intended for reception of a solution and a concrete mix and their submission by the crane to a place of stacking. It has special sling device by means of which the filled boxes cling one after another vertically in a garland up to 7 pieces. First box - for a sling of the crane, the second - for the first in the suspended condition, etc., the subsequent for previous. Height of a garland from 7 boxes - 3,5 m.
The name | Units | Value |
Capacity, no more | m3 | 0,25 |
Overall dimensions: | ||
– Length | mm. | 1490 |
– Width | mm. | 660 |
– Height | mm. | 700 |
Weight | kg. | 67,0 |
After the finishing of the works connected with use of a box, it is necessary for clearing carefully of the rests of a solution and to wash out water.
Service life of a box before write-off not less than 14 months from the beginning of operation.
The capacity (with a platform under the vibrator) is intended for reception of a solution and its submission by means of the crane to a workplace of the bricklayer.
The work principle of a product consists in the following:
The name | Units | BP– 1.0 | BP – 1.6 | BP – 2.5 |
Carrying capacity | t. | 2,5 | 4,0 | 6,0 |
Overall dimensions: | ||||
– Length | mm. | 3300 | 3360 | 4350 |
– Width | mm. | 1600 | 1600 | 1600 |
– Height | mm. | 1056 | 1056 | 1060 |
Capacity | m3 | 1,0 | 1,6 | 2,5 |
Mass | kg. | 480 | 610 | 850 |
Warranty service period of the bunker – 1 year from the beginning of operation, but no more than 18 months from the date of unload from manufacturer.
The BN-1,5.00.00 bunker is intended for reception and a unloading of a concrete mix at manufacturing monolithic concrete and ferro-concrete products in industrial, housing and civil construction.
The bunker is made in a climatic modification V, categories of accommodation I in accordance with GOST 15150-89 for work at temperature from-30 up to +40°С.
The name | Units | Value |
Bunker volume | m3 | 1,5 |
Limiting carrying capacity, no more | kg | 4000 |
Overall dimensions: | ||
– width | mm. | 2400 |
– height | mm. | 1750 |
Mass, no more | kg. | 480 |
The concrete brought by the car-dumper, is unloaded in the reception bunker from a body. The bunker moored for the load-lifting device is transferred by the crane to a place of stacking of concrete and unloads.
For unloading it is necessary:
Upon termination of work or in the end of change the bunker and especially its shutter should be cleared and washed out.
The bunker BN-1,5.00.00, factory number is made and accepted according to obligatory requirements TU 3176-001-01332632-2004, by operating engineering specifications and is recognized serviceable.
Plant on manufacture building wall blocks ECKSH is intended for manufacturing concrete stones in the sizes 390х190х188 mm with emptiness both
in the closed premises, and on the open areas at an ambient temperature from +10°С up to +45°С.Work of plant is based on vibration compaction the concrete mix, installing in cells of the form. Rough rigidity of a concrete mix -15-35 sec. Quantity of simultaneously formed products-6 pieces. Productivity - 0,8 m3/h a concrete mix.
The name | Units | Value |
Type | Mobile | |
Productivity | m3/hour | 0,8 |
Quantity of simultaneously formed products: a wall concrete stone | unit. | 6 |
The established capacity | kW | 2,45 |
Vibrator drive | Electromechanical | |
Vibrator IV-99A-2 | unit. | 1 |
Effort to the handle of the lever, no more | N | 50 |
Sort of a current of a power line | AC | |
Voltage power line | V | 380 |
Frequency of a current | Hz | 50 |
Overall dimensions of installation: | ||
– length | mm. | 1200 |
– width | mm. | 1700 |
– height | mm. | 1700 |
Weight | kg. | 570 |
Plant on manufacture building wall blocks USB--1-3, USB--1-4 it is intended for manufacture of building blocks for individual construction of the house, a summer residence, garage and an accomplishment facilities.
Plant should works at an ambient temperature not below-5°С. Plant corresponds to a climatic modification of "0" categories 4 in accordance with GOST 15150.
The name | Units | USB-1-3 | USB-1-4 |
Type of let out production | Building blocks | ||
Overall dimensions of building blocks | 390х190х190 | ||
Time necessary for one cycle | sec. | 3 | 4 |
Quantity of the building blocks made simultaneously | sec. | 15-35 | |
Productivity of plant USB-1-3 at manufacturing building blocks for a business hour | unit. | 60 | 80 |
The electric motor | АИР-71-А2 | ||
Power consumption of the electric drive no more | кВт | 0,5 | 0,5 |
Voltage | V | 220 | 220 |
Current Frequency | Hz | 50 | 50 |
Degree of protection in accordance with GOST 17494 | IP44 | IP44 | |
Operating mode in accordance with GOST 188-74 | S is repeated-short-term | ||
Overall dimensions of installation: | |||
– length | mm. | 980 | 980 |
– width | mm. | 1020 | 1180 |
– height | mm. | 1300 | 1300 |
Weight | kg. | 105 | 130 |
Vibrating electric plate is intended for compaction of various kinds of loose and coherent road coverings, such, as sand, gravel, sand-gravel mix, blacktop at realization of the road-building, repair and other works connected with compaction of a surface on limited space.
Compaction of a surface occurs due to the vertical making centrifugal force arising in the electromechanical vibrator.
For compaction of firm coverings, such as a cobble-stone, a stone blocks, footpath the tile and similar is envisaged installation special vibration damper linings on compaction plate.
The name | Units | VP-1.00.00 VP-1.00.00А |
VP-2.00.00 VP-2.00.00А |
Compelling force | Н | 5000 | 12000 |
Vibration frequency | Hz | 50 | 50 |
Dimensions of a working plate | mm. | 370х420 | 760х500 |
Depth of compaction | mm. | 200…250 | 300…350 |
Working speed | m/min | 10 | 8 |
Vibrator | IV-99А | IV-98А | |
Nominal capacity | kW | 0,25 | 0,6 |
Frequency | Hz | 50 | 50 |
Voltage VP-1.00.00 (VP-2.00.00), V - 380 (3 phase) | |||
Voltage VP-1.00.00A (VP-2.00.00A), V - 36-42 (3 phase) |
Moving vibrating electric plate on a building site to a place of work can be realized on transport wheels (only for VP-2.00.00 and VP-2.00.00А).
Links:
[1] http://remstroy.info/media/products/pmg1b/pmg1b-main.jpg
[2] http://remstroy.info/media/products/pmg1b/pmg1b-lift.jpg
[3] http://remstroy.info/media/products/pmg1b/pmg1b-engine.jpg
[4] http://remstroy.info/media/products/pmg1b/pmg1b-left.jpg
[5] http://remstroy.info/media/OTZYV_O_RABOTE_IZDELIYa.doc
[6] http://remstroy.info/media/attachments/Dilleram-reklamnyy_list.pdf
[7] http://remstroy.info/media/attachments/OTZYV_O_RABOTE_IZDELIYa.doc
[8] http://remstroy.info/media/attachments/Dilleram-reklamnyy_list_0.pdf
[9] http://remstroy.info/media/products/PPK500_left.jpg
[10] http://remstroy.info/media/products/PPK500_back.jpg
[11] http://remstroy.info/media/attachments/OTZYV_O_RABOTE_IZDELIYa_0.doc
[12] http://remstroy.info/media/attachments/Dilleram-reklamnyy_list_PPK-500.pdf
[13] http://remstroy.info/media/attachments/OTZYV_O_RABOTE_IZDELIYa_1.doc
[14] http://remstroy.info/media/attachments/Dilleram-reklamnyy_list_1.pdf
[15] http://remstroy.info/media/products/lesa507/main.jpg
[16] http://remstroy.info/media/attachments/OTZYV_O_RABOTE_IZDELIYa_2.doc
[17] http://remstroy.info/media/attachments/Dilleram-reklamnyy_list_2.pdf
[18] http://remstroy.info/media/products/lesa200/main.jpg
[19] http://remstroy.info/media/attachments/OTZYV_O_RABOTE_IZDELIYa_3.doc
[20] http://remstroy.info/media/attachments/Dilleram-reklamnyy_list_3.pdf
[21] http://remstroy.info/media/products/lesa40/main.jpg
[22] http://remstroy.info/media/products/lesa40/conn.jpg
[23] http://remstroy.info/media/products/lesa40/homut_pov_sch.JPG
[24] http://remstroy.info/media/products/lesa40/homut_gluhoy_sch.JPG
[25] http://remstroy.info/media/attachments/OTZYV_O_RABOTE_IZDELIYa_4.doc
[26] http://remstroy.info/media/attachments/Dilleram-reklamnyy_list_4.pdf
[27] http://remstroy.info/media/products/pr08-01.jpg
[28] http://remstroy.info/media/products/pr08-02.jpg
[29] http://remstroy.info/media/attachments/OTZYV_O_RABOTE_IZDELIYa_5.doc
[30] http://remstroy.info/media/attachments/Dilleram-reklamnyy_list_5.pdf
[31] http://remstroy.info/media/products/stancia-shs46-main.JPG
[32] http://remstroy.info/media/products/Bunker.JPG
[33] http://remstroy.info/media/products/Vnutri_01.jpg
[34] http://remstroy.info/media/products/Vnutri_02.jpg
[35] http://remstroy.info/media/attachments/OTZYV_O_RABOTE_IZDELIYa_6.doc
[36] http://remstroy.info/media/attachments/Dilleram-reklamnyy_list_ShS-4-6.pdf
[37] http://remstroy.info/media/products/stancia_480/item_1.jpg
[38] http://remstroy.info/media/products/stancia_480/item_2.jpg
[39] http://remstroy.info/media/attachments/OTZYV_O_RABOTE_IZDELIYa_7.doc
[40] http://remstroy.info/media/attachments/Dilleram-reklamnyy_list_ShS-4-6-3_0.pdf
[41] http://remstroy.info/media/products/ustrastvor_common.jpg
[42] http://remstroy.info/media/products/ustrastvor_bunker.jpg
[43] http://remstroy.info/media/products/ustrastvor_reshetka.jpg
[44] http://remstroy.info/media/products/ustrastvor_podogrev.jpg
[45] http://remstroy.info/media/attachments/OTZYV_O_RABOTE_IZDELIYa_8.doc
[46] http://remstroy.info/media/attachments/Dilleram-reklamnyy_list_U342M.pdf
[47] http://remstroy.info/media/products/rastvoronasos/pr11-01.jpg
[48] http://remstroy.info/media/products/rastvoronasos/patient.jpg
[49] http://remstroy.info/media/products/rastvoronasos/pr11-02.jpg
[50] http://remstroy.info/media/products/yashikrastvorny/yashikrastvorny-main.jpg
[51] http://remstroy.info/media/attachments/OTZYV_O_RABOTE_IZDELIYa_9.doc
[52] http://remstroy.info/media/attachments/Dilleram-reklamnyy_list_6.pdf
[53] http://remstroy.info/media/products/girlanda/girlanda-main.jpg
[54] http://remstroy.info/media/attachments/OTZYV_O_RABOTE_IZDELIYa_10.doc
[55] http://remstroy.info/media/attachments/Dilleram-reklamnyy_list_7.pdf
[56] http://remstroy.info/media/products/bunkertufelka/bunkertufelka-main.jpg
[57] http://remstroy.info/media/attachments/OTZYV_O_RABOTE_IZDELIYa_11.doc
[58] http://remstroy.info/media/attachments/Dilleram-reklamnyy_list_8.pdf
[59] http://remstroy.info/media/products/bunkervoronka/bunkervoronka-main.jpg
[60] http://remstroy.info/media/products/bunkervoronka/bunkervoronka-bottom.jpg
[61] http://remstroy.info/media/products/bunkervoronka/bunkervoronka-stack.jpg
[62] http://remstroy.info/media/attachments/OTZYV_O_RABOTE_IZDELIYa_12.doc
[63] http://remstroy.info/media/attachments/Dilleram-reklamnyy_list_9.pdf
[64] http://remstroy.info/media/products/stenbloki-01.jpg
[65] http://remstroy.info/media/products/stenbloki-02.jpg
[66] http://remstroy.info/media/products/vibroplita-el/main.jpg
[67] http://remstroy.info/media/attachments/OTZYV_O_RABOTE_IZDELIYa_13.doc
[68] http://remstroy.info/media/attachments/Dilleram-reklamnyy_list_10.pdf
[69] http://remstroy.info/media/products/homuty/item_1.jpg
[70] http://remstroy.info/media/products/homuty/item_2.jpg
[71] http://remstroy.info/media/products/homuty/item_3.jpg
[72] http://remstroy.info/media/products/homuty/item_56_thumb.jpg