The invention relates to a feed-through member (1) which is to be mounted in a wall element or floor element and comprises a tube element (2) that includes a first (23) and a second (24) tube element section. Said tube element sections (23, 24) can be moved relative to one another in the conducting direction (21) in such a way that the length of the tube element (2) is adjustable, a blocking mechanism (26, 32; 51, 61) being provided which at least partly prevents the tube element sections (23, 24) from moving when same are in the relative positions.

A void form is composed of molded pulp and includes bottom-facing openings. Fresh concrete placed on top of a substrate material covering the void form structure is formed with a void space underneath that allows soil to expand.

A void form is composed of molded pulp and includes bottom-facing openings. Fresh concrete placed on top of a substrate material covering the void form structure is formed with a void space underneath that allows soil to expand.

This disclosure describes devices and methods for forming voids in or adjacent concrete structures. In some embodiments, a device may include a structure. The structure may be substantially planar. The structure may include a plurality of channels extending therefrom. In some embodiments, the channels are closed at a first end distal from the structure. In some embodiments, the channels are open at a second end proximal to the structure. In some embodiments, the device may be formed from a molded pulp. The molded pulp may be configured to inhibit penetration of water. In some embodiments, the device may be configured to substantially support poured concrete during at least a portion of a curing process of the poured concrete.

This disclosure describes devices and methods for forming voids in or adjacent concrete structures. In some embodiments, a device may include a structure. The structure may be substantially planar. The structure may include a plurality of channels extending therefrom. In some embodiments, the channels are closed at a first end distal from the structure. In some embodiments, the channels are open at a second end proximal to the structure. In some embodiments, the device may be formed from a molded pulp. The molded pulp may be configured to inhibit penetration of water. In some embodiments, the device may be configured to substantially support poured concrete during at least a portion of a curing process of the poured concrete.

An apparatus and method for creating openings in a material that solidifies is disclosed. The apparatus comprises a rigid board and at least one rigid retainer plate. The rigid retainer plate comprises at least one buoyancy plate to resist the buoyant force of the material that solidifies, at least one hydrostatic plate to resist the hydrostatic force of the material that solidifies, and a retainer tie. The rigid board further comprises retainer plate slots configured to accept the retainer plates. When the apparatus is in use, the retainer plates are inserted into the retainer plate slots and the retainer ties are coupled to formwork panels. The material that solidifies is then poured into the gap between the formwork panels. Once the material is solidified, the formwork panels are removed and the apparatus can be either reused or thrown out. The apparatus may be used with any material that solidifies.

An improved screed guide/control joint and clip for the placement of concrete in concrete slabs on a plurality of different surfaces, the clip accommodating different sized screed guides to accommodate different depths of concrete pours, the screed guide/control joint inhibiting water passage, impeding growth of weeds in the joint, and having improved lateral flexibility to the expansion and contraction of the concrete, the screed guide also allowing placement of conduits within the cover portion of the channel cavity of the screed guide.

An improved screed guide/control joint and clip for the placement of concrete in concrete slabs on a plurality of different surfaces, the clip accommodating different sized screed guides to accommodate different depths of concrete pours, the screed guide/control joint inhibiting water passage, impeding growth of weeds in the joint, and having improved lateral flexibility to the expansion and contraction of the concrete, the screed guide also allowing placement of conduits within the cover portion of the channel cavity of the screed guide.

Method for installing a hollow concrete tower comprising the following steps: a) arranging a platform on a site; b) arranging on said platform at least one partial full-segment mould in a position such that the segment axis of the segment being cast in said mould is substantially vertical; c) pouring concrete inside said arranged partial mould(s); d) allowing the poured concrete to set to working strength, generating corresponding segment(s); e) removing the arranged mould(s) with concrete set to working strength, to leave the corresponding segment(s) exposed; f) assembling said corresponding exposed segment(s); and g) optionally, repeating steps b)-f) at least once.

A blockout apparatus for preserving a through passage in a structural member formed thereabout is provided. The blockout apparatus comprises a tubular body portion having first and second ends defining mouth openings and an intermediate section extending therebetween to define a longitudinal through passage. The tubular body portion includes a gasket flange formed at least partially about each of the first and second end mouth openings to project transversely outward therefrom. A hardware mounting portion is integrated with the tubular body portion, which hardware mounting portion defines an engagement base disposed in open communication with the through passage. The engagement base is structurally augmented relative to the tubular body portion to retentively engage preselected mounting hardware for weight bearing support of an implement therefrom.