SU763543A1 - Pavilion type shelter - Google Patents

Description

(54) COVERAGE

one

The invention relates to the field of construction, namely to structures with collapsible and collapsible parts, used in industrial buildings, for example, as shelter equipment for a drilling rig.

Shelters of collapsible type are known, including a floor panel and wall panels 1J hinged to it.

However, in case of a flat covering of a building, a roll roof is necessary, which increases the labor intensity of the installation work, complicates the cycles of installation and dismantling of the building. Such a building does not satisfy the thermal insulation and structural requirements for shelter rigs.

It is also known to be a collapsible structure made of enclosing sheeting hung on a series of arched frame elements rolling along the foundation rails 2.

However, such a structure does not provide compliance of its individual parts with uneven settlement of the foundation, caused by local equipment placement, drilling technology, seasonality of the production process, eliminating the possibility of uniform compaction of the base.

The closest technical solution to the invention is a pavilion-type shelter, which includes guides embedded in the ground, frame half-frames hinged in a skate and having hinges and wedge connecting elements, folding shields protecting wall panels and wall and roof sections MI, having a mounting joint and a hollow shock absorber in the junction between them (3).

The main disadvantage of this cover is a significant number of mounting elements, which lengthens the installation time.

15

The purpose of the invention is to reduce the metal content and reduce the number of mounting elements.

This is achieved by the fact that a shelter that includes guides embedded in the ground, frame half-frames hinged in a ridge and having mounting hinges and clan joints in the eaves nodes, folds / hangs the enclosing skin with wall and

Krb9 € of flax parts, mounting joint and a hollow shock absorber in the junction between them, made of supporting and enclosing sections. The carrier sections are formed from the frame lourams and the cladding panels rigidly fixed on them and folding together with them and are installed with an ingravale filled with mounted on the adjacent bearing sections as the building enlarges the enclosing section consisting of the folding panels protecting the building.

FIG. 1 shows the proposed shelter, axonometrics; in fig. 2 - view of the carrier section from the inside; in fig. 3 - view of the enclosing section from the inside; in fig. 4 — joint between the enclosing and bearing sections; in fig. 5 - eaves node of the bearing section.

The shelter is made of carriers 1 and og; 2 sections are waiting. Each carrier section I consists of two interconnected complex blocks containing frame elements in the form of half-frames 3, having mounting hinges 4, wedge connecting elements 5, shielding panels 6. The shields 6 consist of roofing 7 and wall 8 parts and have a hollow shock absorber 9 between them. The carrier sections I are installed with an interval of 3 m on the foundation rails 10. In each interval between the sections, the enclosing section 2 is mounted. The enclosing sections 2 consist only of folding shields II of the enclosing casing. The shields II of the enclosing sections have transverse 12, longitudinal 13 links and the assembly hinges 14 connecting them.

Shields And hang on the shelves 15 half-frames 3 frames.

Carriers 1 and enclosing 2 sections to the site of building construction are delivered in the form of folding half-sections.

At the construction site at the stand, located in the area of the track track formed by guides 10, the half sections are transferred from the transport half-box to the working section. To do this, on the horizontal platform, wedge elements 5 are installed in the eaves nodes of each half-section. Then the half-sections are raised, mounted on the guides 10, and they are connected in a hinged manner. skate. The assembled section is moved away from the stand C, a distance equal to two steps of the supporting frames. Next, the next carrier section is assembled and combined with the previously assembled enclosing section 2, filling the interval between two installed carrier sections 1. The assembled link is also moved back to a distance equal to two steps of the supporting frames. The next carrier section 1 is mounted. The interval between it and the assembled link is also filled with the enclosing section 2, and so the enlarged cover is extended to the design position. Shelter dismantling is also carried out sequentially in reverse order.

Thus, the proposed shelter

allows to reduce the number of frame elements and parts for their connection by half, to reduce the metal consumption by 30%, to significantly speed up the installation process.

Claims (3)

1. USSR author's certificate number 490927, cl. E 04 B 1/343, 1972. 2. The patent of the United States № 2789668, cl. 52-67, published. 1957. 3. USSR author's certificate for application No. 2637341 / 29-33, cl. E 04 B 1/343, 06/30/78 (prototype).