The invention relates to a formwork panel element for shuttering a curable building material, having a frame (2) and having a multilayer formwork skin (3) fastened to the frame (2). The formwork skin (3) has a support panel (4) and a rigid wear panel (5). The support panel (4) is fastened to the frame (2). The wear panel (5) is releasably fixed to the support panel (4). A front side (5a) of the wear panel (5) facing away from the support panel (4) is designed as a surface in contact with the building material. The support panel (4) is fastened to the frame (2) so that it is resistant to tensile stress and shearing, in such a way that the support panel (4) supports the frame (2) statically, the support panel (4) being connected to the frame (2) in a non-releasable manner, or in a manner allowing release under certain conditions.

A construction method for a radiation-proof concrete hole reserved split bolt includes: 1) mounting a hole reserved sleeve; 2) mounting an inclined recoverable split bolt; 3) mounting an inclined split bolt; 4) fixing the inclined recoverable split bolt and an inclined split bolt main body; 5) pouring concrete, and dismantling related components; 6) plugging the inclined split bolt main body; and 7) plugging the hole reserved sleeve. According to the construction method, the hole reserved sleeve is obliquely arranged, the inner side of the hole reserved sleeve is sprayed with a radiation-proof coating with the functions of reducing radiation ray reflection and absorbing certain radiation rays, and in addition, after the construction of a pipeline or a line in the hole reserved sleeve is finished, the openings at both ends of the hole reserved sleeve are plugged with a radiation-proof mortar incorporated with a micro-expanding agent and a waterproof agent.

A tie nut of a formwork tie for connecting two formwork elements is secured on a tie rod to prevent inadvertent rotation by way of a form fit coupling that can be axially made to engage therewith.

A method for construction using a panel and plank system that may optionally be made of Aerated Autoclaved Concrete (AAC), wherein wall panels are delivered, erected and attached to structural forms and braced with properly designed shoring/struts with form ties and specifically designed “panel ties”. Intermediate bracing is installed at midspan locations where spans are short and there is a possibility of wall buckling. Floor/roof planks are set on top of the walls being cognizant of bearing surface requirements. The deformed and post-tension reinforcing steel is set/installed and any miscellaneous detailing is completed. Thin AAC panels can be installed as form liners for added insulation where dimensions accommodate them. Structural grout or small aggregate concrete is placed, consolidated/vibrated, and finished and allowed to cure to minimum required strengths. Roof pours are given a “crown” to allow proper drainage.

A tie nut of a formwork tie for connecting two formwork elements is secured on a tie rod to prevent inadvertent rotation by way of a form fit coupling that can be axially made to engage therewith.

A formwork system that is readily repositionable to facilitate casting of material is disclosed. A front panel and a rear panel are disposed opposite to each other to define a forming space therebetween to receive the material. The front and rear panels sheath the material so as to retain it in the forming space. A coupler extends over the forming space between the front and rear panels and is pivotably coupled thereto to allow rotation of the front and rear panels about the coupler. A tie is spaced apart from the coupler and extends over the forming space between the front and rear panels. The tie is selectively contractible to cause rotation of the front and rear panels away from each other to move the formwork system from a forming position to a release position to selectively engage and disengage with the front and rear panels with the material.

A concrete form includes a first sidewall and a second sidewall positioned in parallel and spaced relation to each other, where the first sidewall has a first passage extending therethrough, with a first insert received in the first passage of the first sidewall. The form also includes a first cross tie having opposed first and second ends, where the first sidewall is removably secured to the first end of the first cross tie and the second sidewall is secured to the second end of the first cross tie. A first fastener extends through the first passage and engages the first insert and the first end of the first cross tie to removably secure the first sidewall to the first cross tie. The second sidewall may be removably or non-removably secured to the first cross tie.

A fastening system including a tool and at least one insert. The tool may include an input shaft having a hardness and an output shaft having the same hardness as the input shaft. The input shaft and the output shaft may be connected to each other and may define an internal tube along a longitudinal axis of the tool. A cylindrical insert may define a receiving tube that is configured to receive the output shaft.

A seal for a lead-through for a tie rod through a panel formwork element. The seal includes a sleeve, a sealing element and a sliding tube, which are disposed on the tie rod and, together with the tie rod, are placed through the panel formwork element from a rear side, so that the sealing element exits the panel formwork element on a front side and, after brief pulling back of the tie rod, provides sealing between the sleeve and the panel formwork element, for one-sided anchoring.

According to one embodiment a rear anchor assembly for a vertical formwork is provided that includes a dome plate having a spherical-shaped central section. The dome plate has an opening that extends through the spherical-shaped central section. The rear anchor assembly also includes a nut with a threaded hole configured for housing a threaded end of a tie rod. The nut includes a spherical portion arranged in the opening of the dome plate. The spherical portion of the nut and the spherical-shaped central section of the dome plate are coupled like a ball and socket joint. The rear anchor assembly also includes a support plate configured for being fixed to a rear formwork panel, the support plate including a housing in which the dome plate is arranged, the dome plate having freedom of radial movement with respect to the support plate inside the housing.