HUT77818A - Method providing coping with high-pitched roof and two-stories high-pitched roof for buildings with coping - Google Patents

Abstract

The essence of the invention is. first of all the origin .i roof insulation <iö>. in the places above the walls of the building, the horseshoe walls, at the planned fixing points of the stake frame, a piece of liasnbalaku. all over the top of the building a load-bearing one is <121, we cut it out and then we lift it out, and then one to the egv. a sealing box of the size corresponding to the cut-out beam (dosing and adhesive <29> with liquid insulating material, then two or more boreholes at each fixing point of the slab bar 12) in which high-strength base screws <3Ö> are fastened, which are base bolts < 30> breakthrough

Description

DISCLOSURE

COPIES

Flood-proof procedure Flat-roofed buildings, preferably houses with panel technology. for roofing and two-storey attic installation, as well as two-storeyed roofs for flat roof buildings

El 1 a z s

blacksmith

Luke's bull apest.i

Flag

Intestine,

Flag

1akosok

Date of filing:

lava / 6/6.

SUMMARY OF THE INVENTION The present invention relates to a waterproofing method for supplying houses with high roofs with flat roofs, in particular panel technology, and a two-storey loft construction with prefabricated steel skeleton 1 instead of demolished roof insulation on the flat roof of the building. and constructing a two-story load-bearing roof frame from the longitudinal members connecting them. The slab between the two levels is made in a conventional manner by constructing a slab with a reinforced concrete structure, preferably with ceramic or concrete lining bodies, underneath. Attaching the loft to the steel roof frame, the lightweight roof elements, as well as the lightweight thermal and acoustic wall and ceiling elements are installed in the attic. On the other hand, the present invention provides two-storeyed, seven-storeyed high-roof flat roof buildings, preferably panel-paneled houses, which are elevated. it is a flat building.an ancient building with prefabricated elements that can be built on top of its demolished t .. autumn verb ..

The main problem facing flat-panel buildings and panel houses is the systematic failure of wet roofs, which can only be satisfactorily eliminated by providing niag roofs.

There are several methods to build high-rise roofs on flat roof buildings. The simplest is to: · Demolish the roof, protect the building with waterproofing, then use a wooden or steel frame. possibly mixed. we build a roof frame and put some roofing on it. This solution has two disadvantages, on the one hand, it is expensive (there is investment but return returns only in case of non-wetting) and on the other hand, despite the spreading of the film, the wetting is safe.

The return on your investment in high-rise construction can be solved with a roof-top. This is done with a traditional gable roof. or attic.profile (more expensive but large) provides a built-in attic.) and then the attic is also built with traditional stone structures.

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Here, too, they protect themselves from waterlogging after the roof has been demolished and, together with masonry work, from watering soaked wet water. This is not a good solution against waterlogging, since on the one hand, if it is raining during the demolition, on the other hand, the waterlogging has been done, and the foil is not a definite protection, especially for work (deer. In the case of masonry work, it is impracticable to avoid minor waterlogging, which is due to the fact that, in most buildings, the residents <are also owners, especially those on the top floors, refuse the idea of loft installation, although maintenance costs for flat roofs are significant. It also does not solve the problem of flooding mpr * obl. Another problem, too, is that the construction is protracted and the disturbance of the inhabitants lasts for a long time, which is also a deterrent.

There is also the problem of fixing the new roof structure to the existing building structure, which is usually solved by slicing the roof slab, cutting it into an additional wreath, or by drilling holes in the roof slab. they do this by reinforcing the roof structure, but they also provide drainage points, as their insulation during the work has not been achieved.

Raising flat-roofed buildings and installing Letőtéi alpha Lábán's buildings · The building, including the renovation of the building, may entail a complete rebuilding of the building. However, this scaffolding is often also necessary for loft construction. Scaffolding, especially in high-rise buildings, is extremely costly, which significantly increases the cost of loft installation and renovation.

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Our goal is to develop a procedure that will definitely exclude the possibility of a waterlogging, construction is quick, no scaffolding is required, and, of course, the repairs are also false. and we build relatively cheaply but still have enough living space and the apartments so built have a high living comfort.

Our solution is based on the following insights:

- waterlogging can be avoided if you do not disassemble the original leewrong verb, until the new leaven is ready, or if it is - the rabbit does so only slightly to restore the insulator.and immediately secure together;

- rapid construction can only be achieved with maximum e1. when the site is essentially only assembly work:

- scaffold construction or renovation can be done with a rope hanging from the top of the building. as well as a laterally movable stand using <mobile>;

- Maximum living space can be obtained relatively cheaply if the whole roof is occupied (with the exception of the staircase and elevator shaft) and the dwellings under construction are of two floors.

Thus, the present invention is a shield-proof process for flat buildings. for houses with high paneling, preferably with panel technology, and for the roofs, · with two laths, where the building has a flat roof · instead of demolished roof insulation. prefabricated steel framing elements, we build a roof with steel framing elements, and we build a two-level load-bearing roof frame from the longitudinal members, which are attached to the roofing of the building. The steel structure is made of a lightweight structure, with roofs, with windows and insulation at the right places, and light and heat insulated walls, partitions and ceilings,

• · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · The two interlayer ceilings of the attic are made in a conventional manner by providing a reinforced concrete structure, preferably ceramic or lining, to the slab beams of the roof frame between the two levels of the roof. containing slabs. The essence of the present invention is to first provide an abdominal-shaped piece of the original roof insulation, at locations above the load-bearing walls of the building, at the intended anchorage points of the roof frame.

all the way to the load-bearing ceiling of the roof of the building, we cut it out and take it out.

and then into the cavity one size corresponding to the cut out column. seal box, placed and glued with liquid insulation material. Subsequently, two or more holes are made in the slab, at each anchor point, into which high-strength base bolts are fastened. Insulate the base screws with fractures, also with liquid carbon fiber material. Then, using the flat crows, we reinforce the pillars of the stake, the old frame, in insulating boxes. After all the pil - pil.alpalp. placed and fastened, pi 11 is mounted on the 1-pillar of the pillars holding the hemisphere. Then, the slab beams on the pillars, to which we screw the ends beyond the exterior walls of the building, on all sides, on the lower level of the roof. At the bottom of the loggia elements, one runs around the walls of the building. For example, we fix the slab beams, with the longitudinal beams in the longitudinal direction. the 1 ogg i ae 1 ethers, secured to each other by lower longitudinal beams and mounted on the level of the '1 salt' of the attic, forming the roof, frame and other longitudinal elements of the roof frame. Next, we attach the soffit elements to the finished main frame, and then the supporting rods to the slabs on the slab beams. and place the shuttering boards on them, laying the formwork to build the two slabs between the floors. After the slab has been completed, the fixing brackets are cut off the formwork. demolish and then demolish the original roof insulation and stucco wall.

The process of the invention may also be carried out. that after joining the slab beams and loggia elements, we will form the formwork and the intermediate slab, then reassemble the roof frame and cover it with the roof elements, followed by the demolition of the formwork and the original roof insulation.

In the process of the present invention, it is also possible to use an additional concrete at the anchorage points before insulating the insulating box. we are ready.

It is also an object of the present invention to provide a two-storey high-rise flat roof, with prefabricated buildings, preferably prefabricated panel technology houses, which can be built on top of the flat roof building, instead of the demolished roof insulation of these shingles. The high roof has a two-story roof frame made of prefabricated steel frame elements, which is a cross perpendicular to the longitudinal axis of the building, consisting of frames and longitudinal elements securing each other. The two-tiered load - barrel hinged pylon supporting pillars are varied to the roof of the building and are attached to the steel roof structure by lightweight roofing elements with windows and insulation, heat and soundproof walls, converging walls, and ledges. a slab between two floors ja is a conventional slab of reinforced concrete structure, preferably of ceramic or concrete lining bodies, connected to the slab beams of the roof frame supporting the slab between two floors. The essence of the invention is that the pillars of the roof frame are located at the points of attachment of the t-skeleton project, at the points above the walls of the intact white wine ... one. the load-bearing structure of the roof of the building is secured to the deck by means of high-strength base bolts 1 fixed in two or more holes drilled into the slab and secured to the pillars by slab beams extending beyond the outer walls of the building—

·· • ·· for gays and pillars. and piers, located on each side, on the lower level of the attic, extending beyond the building. the loggia's are attached to it and on the bottom of these loggia elements is a level that surrounds the walls of the building. is fastened. In addition, lightweight walls, partitions, and ceilings are installed. so that they cover the roof frame brackets-.

This invention is described in detail below. hog-y at first, under the pseudonym, the riddle may fall in love. roof structure and its details, respectively, to the roof ;; The formwork used for the construction of an intermediate slab between two levels, details of which are given below. followed by the sequence of operations according to the invention. The states are as follows: a

Figure 1 is a cross-sectional view of a roof frame and a building according to the invention, a

Figure 2: Placement of the pillars, a

Figure 8: top view of two slab formwork between the slabs of the intermediate slab - view

Figure 4: Fixing the formwork to the slab row, met—

Figure 5: Intermediate slab stakes for the underlayment. presents.

k i bet, ói i ozas e 1 Ő t t, i mets:

1. FIG. 4A is a schematic cross-sectional view of a hinged frame according to the invention and the top level of the building. The building on top of which is constructed according to the method of the invention. The upper level of the hinged frame is formed by the outer wall elements 13, the inner wall 1.4, on which the load-bearing slab 12 is located, which is surrounded by a wreath 15 which it overcomes. water and heat insulation of the roof of the building, with 16 roof insulation. The 16 roof insulation, and the week of the building - is good for the 28 attic a1. The figure shows that 3 horses' roofs, columns ('' e '') and the gable wall 28 are spaced above the anchorage points of the roof frame up to the load-bearing slab 12 and at the bottom of the abdominal cavity made of plastic The cavities inhabiting the abdomen are lined with ego - an insulating box 4, which are glued together, for example, with bonomite for the origin of the 16 stone cubes - located in the 4 insulating boxes, fixed to the slab 1. The pillars 2 are supported on the .1 pillar · bowl deck, which are supported by the slab beams 8. The two slabs of the slab beams 8 extend over the walls of the building, and the two slabs 1 ρ 11 are fastened to the two sides. 1oggiae elements to which the bottom is joined by a work platform that moves around the building, up and down and forward six at the back, 10 inches. The 9 1 oggiae Lenieks also have 21 blankets below them c. blocking, which prevents the rainwater from getting to the rail 10 and the lifting gear mounted on the rail 10) and on the slab beam 8. The slab beams 8 hold the columns 7 which hold the old ceiling beams. The outer ends of the 3 slab beams are connected to the ends of the old ceiling beams by the horn elements a, b. The old heaven — the beams. the roof is closed by the rafters l 1 which support the roof. These longitudinal elements are symmetrically located on each side such that the loggias 9, the lower longitudinal beams 17, the slab beams 8 the upper longitudinal beams 18, the hinged upper level, the yen the ceiling beams 6, the beams 19, and finally the roof ridge · 20 good weekly creative. Depending on the width of the building to be bridged and the load-bearing walls, the roof frame carries two (at the edges), three (at the winds and in the middle) or four pillars l and 2 pillars. Accordingly, the slab beam 3 may consist of two, three or four parts. Similarly, the number of columns 7 and the number of portions of the ceiling beams 6 they hold also vary.

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The design of the roof frame maker is considered to be very varied, depending on the particular task. lgv lattice—. cabinet racks and cold rolled open or closed sections can occur within a roof frame. Benefits include sizing, design and use of reinforcing cross-braces (not shown). In the design of the roof frame, the anchor points and the point of attachment, e.g., above one another, are located above the column 2, 1 above the column 7, and above that the guide beams 6 and the rafters 11 are connected.

In Figure 2, one of the extremes is plotted. tablecloths you can see »»: ». The part of the building to which, as a load-bearing part, the lattice base 1 pi 1 was attached below the outer wall 13, the slab 12 and the reinforced concrete lb wreath form the original roof insulation 16 of the building. The 1 pillar foot space, forming a rectangular et.es column., Which. removed from the 16 insulation (as well as part of the 28 attic wall). forming an insulating box 4 which is connected to the roof insulation 16 by adhesive 29 which prevents rainwater from infiltrating. Between the insulating box 4 and the casing 15 and the slab 12 there is an artificial resin-added level concrete 8. He broke into the wreath 15 and the slab 12. holes (two or more holes) are used to secure the 1 pi 1 lpat, fixing, high strength base bolts 30, <e.g. HILTT HIT-G 100 resin bonded). Bolt-throughs are also live verbs bec eg. with bonomitic casting. The flap 30 is secured to the flaps by the nuts 31. 1 pi. 11 values of l ρ.

Figure 3 is a top view of the formwork for the construction of the intermediate floor and between the two main beams 3 of the frame. The fastening tabs 24 on the slab beams 3 support the support bars 23 on which they are laid, and the shuttering boards 22. . The shutter boards 22 are held together at the two edges by the upper longitudinal beams 18 connecting the main beams 3.

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Figure 4 is a sectional view of the attachment of the formwork to the ceiling beam 3. where the pillars 2 are connected to the slab beam 3, preferably of the inverted T cross-section and formed as a lattice support, the top being joined by the autumn steal 7! the brackets 24 are connected on two sides, which are the bumps 23. The 2o support bars support the 22 shuttering boards of the formwork. The shuttering boards 22 support the bodies 26 (primarily ceramic or concrete lining bodies 26), but they can also be made of pure iron demolition panels, and these with fastening »25 longitudinal reinforcement · and 27 cross-reinforcements. slab beams with rails and a runner at the two edges, so that the intermediate slab can be concreted in one step or between the two slab beams 3. Figure 5 shows a cross-section of the underlay slab in pre-concreting condition. The slats 22 support the ceramic casing 26, the slats and the longitudinal reinforcement formed between them (after concreting, forming the beam 25). 3 lattice beams can be joined together.

Each piece of the roof of the invention is prefabricated in a workshop, with a size and weight max. 4 to 6 m in length and .120 to 150 kg in weight) for easy transport and human handling. Most of the elements are immaculate in the dimensions of the building. From 1, preferably only the main transverse members: the 3 slab beams, the 6 mer »rails, the beams and the 1 1 rafters; and possibly the longitudinal members 17 lower longitudinal beams, 10 upper longitudinal beams, 19 beams, 20 beams 1 modify the adot. depending on the building. These prefabricated building blocks - (roof skeletons, lightweight windows and insulation, 'roof cover' - snow elements, pavement heat and number of verbs, wall - partition - and ceiling elements.) Are used in the order in which they are installed • · ·· b · „. · * · · · · · · · ··· «« · ·· ··

- Delivered programmed to the construction site at 11 times, for immediate use.

The ta 1 according to Imanv,! When installing a high-rise roof, first of the original 16 roof insulation, the load carrier of the joint. Above i He Iveke, at the wholly secured anchor points of the skeleton space, we cut out and remove a ~ shaped block ·, up to the load-bearing 12 slabs of the roof of the building. At the bottom of the cavity, prior to insertion of the insulating box 4, a level concrete is made of resin-additive concrete. Then cave - · <- * gy into the cavity. size corresponding to the column cut out. Place 4 insulating box in place and attach it to the roof insulation 16 by gluing it with liquid insulation 29 to ensure perfect waterproofing. Then into the slab 12. or in a 1Ö wreath, two or more holes are made at each i-Excitation point into which high-strength flat anchors are attached. The breaks of the base screws 30 are also liquid with a negligible 1 tool. Then, by using the screws 30 and the nuts 31, the pillar wall is secured to the roof frame by not sealing the insulating boxes 4. After placing all the piles on the roof in this way and securing them, it attaches to the piles 1 ρi 11 for the roof pillar 2. Then, on the pillars 2, the slab beams 3, which are screwed to the ends extending beyond the outer walls of the building, are located on each side, on the lower level of the attic, extending beyond the building. 9 loggia elements - two ,. The 9 log elements below. one of the 10 rails of the building, tied around i'alai, is fastened. Then, the longitudinal beams of .3 with los beams. the 9 1 ogglae 1 are fixed to each other by the lower luts beams 17, they are then! the upper level of the roof space, the cross-frames of the forming roof frame: the columns 7, the ceiling beams 6. the horns 5, the rafters 11, and the longitudinal members: the laths 19 and the gereinoselements 20 are formed. Next, attach the roofing elements to the base frame on the finished slab-3 slab beams and then · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · We fix the brackets 23 on the mounting brackets 24 and lay the formwork boards 22 to form the slab between the two levels. The attic has two. level, then make it in a hagwan way. to form a slab containing reinforced concrete structure, preferably ceramic or concrete lining bodies 26, for supporting the hinged ceiling between the two levels. Of course, you should always be careful when building a slab. to omit places on internal stairways and wires, and to design my land properly. The slab is finished Cbeton 24 ceilings Strong slabs Cut off the formwork buckle, 1 in., The cassette clips, and the

This. After demolishing the original 16 roof insulation

In the process, the sequence of operations can also be reversed so that after joining the slab beams 3 and loggias 9 with the lower longitudinal beams 17 and the upper longitudinal beams 18, the formwork and the intermediate lath are formed. stone, we mount the stake, belt, and cover it with roof elements and this. followed by the formwork, the origin i. 16 roof insulations and demolition of 28 attic walls.

In the event that you have a parade space and a crane. so the crossbars can be assembled on the ground, and we. The footplates were placed and secured, after the assembly of the 1 t Sawdust frames with a crane. raises he capital for 1 pi 11. can be mounted on lpak. Then, the upright cross-members are secured to each other by their longitudinal members: the lower longitudinal beams 17, the upper longitudinal beams 18 1. the ribs 19 and the vertebral column 20. This is covered by the installation of the roofing elements, and after having obtained a closed roof space, we can proceed with the preparation of the intermediate slab, after that the formwork, and then the roofing of the lake - i-et.e 1 and e 1 .

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- 13 Installation of the loft's structural assembly of lightweight heat and gabled wall, partition and ceiling elements, where these elements obscure the elements of the roof frame.

The solution according to the present invention has many advantageous features in the field of audio signaling:

- the Jehovah of the piers 1 is made in such a way that the goodness of the original 16 is not affected, so that there is no waterlogging during the placement of these. the two, color, slabs are made under the original 16 roof insulation and protect the building.et;

- done. after the roof has been waterproofed, the roof 16 has to be dismantled, when the water can no longer be turned;

the attic can be built in high-comfort two-story apartments, so the cost of keeping them relatively low;

for the external repair of the building, Ivanvozas is not required, it is possible to mount a moxododium on 10 rails, an operating lifting device, which allows you to walk around and complete the work;

prefabricating building blocks and using lightweight construction elements minimizes on-site assembly time for construction, which reduces the distraction of lacquers.

It can thus be seen that the present invention is intended to achieve this object. far ahead — needles.

Claims (1)

Patent claims 1. / Waterproofing process for the construction of flat roofs, prefabricated houses, prefabricated panel technology, 1. and prefabricated construction, whereby the roof of the building is flat instead of its demolished roof insulation. we build a tall rod out of steel frames by asking for steel frames. We construct a frame and a longitudinal element that secures each other to a two-level load-bearing roof frame, which is strongly tolerated by the roof of the building and the lightweight roof structure with windows and insulation on the steel roof structure 1, and in the same way - and sound island t, wall -. partitions and ceilings - elements, assemble the attic while installing the roof.space · two slabs between the levels are made in the traditional way by using a reinforced concrete structure for the slab beams that support the slab between the two levels. preferably a slab containing ceramic or concrete liners. we are building the z 1 feature. that first the original roof was sung. C16). the load-bearing walls of the building lodge five pieces at each of your places, at the intended anchorage points of the roof frame, one in each belly. down to the load-bearing ceiling of the building, <12), cut and remove, then place in the cavity an insulating box C4) of the size of the cut column and glue it with liquid insulating material C.2Q), then <121, each at each attachment point, two or more holes are made into which high strength base bolts <30) are fastened, which is <30 '> fracture of the bolts 1. f ο 1 thin insulation with material 1 is also insulated and secured using base screws C30). the pillar soles of the hinges in the insulating boxes C4 '>. Cl) and after all e.g. ilerata Ipa Cl) placed and · · · · · · · · · · · · · · · · · · · · · ··· · · ·· Attached., Roof pylons <23 are fastened to the roof beams <23>, and slab beams <33 to the beams <23. screwed to the ends of the building extending beyond the exterior walls of the building, on all sides. the loggia elements (93 and the loggia elements (93 below, one surrounded by the building walls) are mounted on the lower level of the stake, extending beyond the building, 33 and then the slab beams (33 upper longitudinal beams <13 3, (9) the lower longitudinal beams1 <17.3 are secured to each other, and then the other parts of the transverse and liosirial elements of the roof ridge forming the upper level of the attic are mounted. and shuttering them (223 laying the formwork to build the slab between the two floors, then reinforcing the slabs after the slab has been completed. <2 13 cut the formwork down and then demolish the original roof insulation <163 <233rd Method according to claim 1, characterized in that, after the slab beams <33 and the loggia elements (93 are joined together), the formwork and the intermediate slab are made, then this titanium is assembled to the transverse frames and longitudinal elements of the upper loft frame. and then fasten the roofing elements to the finished roof frame, and then demolish the formwork and the original verb. The agent of claim 1 or claim 2. i. characterized in that prior to insertion of the insulating box <43, a solid concrete (83) is made from resinous concrete at the anchorage points. z two-storey high-rise buildings with flat roofs, preferably • V ···· · « 1 9 9 · · · · · · · · · · · · · · · · · · · · · · · · · · · · consisting of hinges consisting of transverse frames which are perpendicular to the longitudinal axis of the building and are made up of longitudinal members which are secured together 1. atnelv two-storey load-bearing roof.framework pillars are varnished to the roof of the building and made of amelv steel structure.The roof frame is made of lightweight structure with windows and insulation, and lightweight structure with heat and sound. partitions — and ceilings — —elements are attached, what became. two loft ceilings of the loft are of conventional design with a reinforced concrete structure, preferably ceramic or concrete lining, in the evenings, connected to the slab beams of the stake wedge, preferably with ceramic or concrete lining, <2), in places above the walls of the t-load hook of the building, the planned anchorage point of the hinged frame is located, one in each. load-bearing of the roof of the building, slotted into the slab ¢ 12) drilled into two or more bores, e 11 n a g e d 1 a n d d a l l l l l l l l l l l l l l l l l. 3 0) 1 e r · ö g z í. t e t. í, p i 1 l é r t. they are <1) attached to pile 1 and <2) secured to the pillars <2) and to piers <2) and pi 1 respectively. ll), located on each side, on the lower level of the attic, on the building. loggia elements <9) are attached and to this loggia elements <9) below, one. the perimeter walls of the building are surrounded by * sin CIO), and the nodes of the pillars <.2> and columns <.?> have become dependent—