A method is provided for operating a working machine having a device for conveying thick material. A number of target values relating to the operation of the device for conveying thick material can be adjusted by a user. The method includes the following steps: detecting a number of actual values of the device; calculating a target value optimum for a respective target value of the number of adjustable target values based on the number of detected actual values; and outputting a notification for the user, in the event that an adjusted target value of the number of adjustable target values does not correspond to its calculated target value optimum.

A battery powered concrete vibrator is provided with a vibration head; a brushless DC motor disposed in the vibration head; a drive shaft disposed in the vibration head, rotatably disposed through the brushless DC motor, and operatively driven by the brushless DC motor, the drive shaft including a lengthwise groove on an outer surface, thereby rendering the drive shaft unbalanced; and a groove-shaped vibration member put on the drive shaft. The drive shaft can impart rotation to the vibration member.

A future-enabled rowhouse or similar residential unit is provided that may include a site-adaptable chassis for a rowhouse or similar residential unit construction that can be easily adjusted to varying site conditions (e.g., lot widths and depths) at the time of construction and that allows for cost-effective future reconfiguration of building systems and space configuration over the life of the building.

A method for constructing a concrete structure with light sources embedded therein is provided. An array of light sources with associated circuitry is positioned on a support member. A mold is positioned around the light sources and the associated circuitry on the support member. A binder material is filled in the mold containing the light sources and the associated circuitry on the support member to embed the light sources and the associated circuitry within the binder material. The binder material is allowed to set within the mold containing the embedded light sources and the associated circuitry. The mold and the support member are then removed to obtain the concrete structure embedded with the light sources and the associated circuitry. The embedded light sources illuminate the concrete structure when the embedded light sources are powered on. A decorative upper layer may be created by marbling, veining, etc., in the concrete structure.

A method for constructing a concrete structure with light sources embedded therein is provided. An array of light sources with associated circuitry is positioned on a support member. A mold is positioned around the light sources and the associated circuitry on the support member. A binder material is filled in the mold containing the light sources and the associated circuitry on the support member to embed the light sources and the associated circuitry within the binder material. The binder material is allowed to set within the mold containing the embedded light sources and the associated circuitry. The mold and the support member are then removed to obtain the concrete structure embedded with the light sources and the associated circuitry. The embedded light sources illuminate the concrete structure when the embedded light sources are powered on. A decorative upper layer may be created by marbling, veining, etc., in the concrete structure.

A rafter measuring template includes a length adjustable primary arm, the distance between opposed ends being user-adjustable to indicate a rafter length. A ridge assembly is coupled to the primary arm configured to clamp onto a ridge board and determine potential rafter angle. The ridge assembly includes a clamp portion selectively attachable to the ridge board and securing the primary arm and an angle measurement portion coupled to the clamp portion and pivotal in an up/down manner, the measurement portion having indicia indicative of the angle of the primary arm relative to the ridge board. A wall plate engagement member having a wall plate is coupled to the primary arm defining an upstanding channel having a plurality of spaced apart selectable notches indicative of predetermined rafter widths. A plate engagement flange is capable of nesting flush against the wall plate such that the engagement flange determines a plate notch configuration.

The invention relates to an anchoring system for a wall formwork as well as to a method for suspending the anchoring system on the rear side of a wall formwork while dismantling a wall formwork. In order to accelerate a dismantling process, an anchoring system with an anchoring rod (4) and at least one disengageable locking device is provided. The part of the anchoring system that is pulled out of wall formworks after a concrete wall has been produced comprises a suspension means for suspending on a wall formwork the part of the anchoring system that has been pulled out.

A modular anchor has a metal plate having a pattern of holes around a periphery, the forming a boundary of a central inner area, a metal bracket having a raised central portion and parallel wings having upper and lower surfaces in parallel horizontal planes, with the bracket joined to the metal plate at a central location within the hole pattern, the wings and the metal plate coated with a material to facilitate heat welding to membrane; and a transition membrane positioned on the metal plate with the raised portion of the bracket extending upward through an opening in the transition membrane, and with the transition membrane heat welded to the upper surfaces of the wings of the bracket and to the metal plate everywhere within the central inner area, leaving the pattern of holes exposed.

The invention disclosed an apparatus for lifting and sliding a structure attached to the wall, comprising a lifting platform extending out over the building on the roof, and a synchronous lifting and sliding system which is arranged on the lifting platform; wherein the lifting platform comprises two platform beams extending out over the building, and a lifting beam placed on the platform beam; the synchronous lifting and sliding system comprises a hydraulic lifter arranged on the lifting beam, a hydraulic push instrument kit connected to the lifting beam, and a controller; A connecting rod is connected to one end of the hydraulic push instrument kit, and several installing holes are arranged at regular intervals on the connecting rod; The distance between the adjacent installing holes of the connecting rod matches with a stroke of the hydraulic push instrument kit; An installing ear-plate is provided on the platform beam to connect with the connecting rod.

A removable anchoring device for a pitched roof comprises a clamping device that is removably mountable onto the edge of a first slope of the roof and a flexible attachment secured to the clamping device for attaching the worker to the clamping device for work on or below a second slope that is opposite to the first slope. According to an illustrative embodiment, the removable anchoring device comprises a frame, first and second clamping members mounted to the frame for contacting respectively first and second surfaces of the roof near an edge of a first slope thereof. The first and second clamping members are so mounted to the frame for selective variation and locking of the position and angle of the first clamping member relative to the second clamping member.