FR3138663A3 - TYPE STEREO BLOCKS FOR A SOLID – INTEGRATED BUILDING SYSTEM - Google Patents

Abstract

In the first field of the current invention, the stereotypical block for a solid - integrated construction system, is used for all kinds of construction projects, such as (individual housing, collective housing, etc.), it is based on (12) industrial designs of "stereotype blocks", which are referenced "S.B", to meet all the requirements of this system, each "S.B" is specialized in a part of the construction, such as (walls, columns, bridges, roofs), this system mentioned above has an easy, disciplined, specialized method for implementing all kinds of construction projects. The second area of the present invention, is to produce miniature plastic shapes of "stereotype blocks", which are exactly identical, in all shapes to a real life-size "S.B", and to use them for configuration of the miniature shapes for all construction projects to be implemented in accordance with the solid - integrated construction system, see (FIGS -31).

Description

STEREOTYPE BLOCKS FOR A SOLID – INTEGRATED BUILDING SYSTEM

This invention includes two essential areas of application

The first area of my invention is the “ solid – integrated construction system ” which includes two fundamental means for the realization of this solid – integrated construction system, and they are as follows:

A- The first way corresponds to the 12 different neo industrial designs or 12 neo industrial shapes of stereotypical blocks, each of them is only used in a specific part of the building, and has its own morphological and technical contents, which are parts integrated into any industrial design of the block stereotype, and are called The morphological and technical elements necessary for construction.

Consequently, all the neo industrial designs of stereotype blocks mentioned above are industrial designs independent in their entity, unique in their form, complete in their content, which are defined in their dimension as well as their number of morphological and technical elements required,

B - the second way is the specific operational implementation method Which is used to carry out all construction stages according to the solid - integrated construction system, including all their necessary materials and accessories related to this method.

The second area is the production of miniature plastic “legos” shapes, which are the replication of the different neo designs or neo industrial shapes of “stereotype blocks”, in order to use them in the configuration of micro models for all the buildings to be implemented. artwork.

These plastic construction “legos” can be useful for engineering offices, architectural engineering establishments, and professional masonry schools.

These miniature plastic shapes (legos) give a preliminary design of these projects, and clarify the special method for implementing this construction system.

These forms will allow the training of specialized technical teams, for this special method of implementation, by training them on a certain number of micro construction projects.

BACKGROUND OF THE INVENTION

Before beginning this paragraph, it should be noted that our in-depth thematic studies that we have made, over long periods of time, on the traditional block construction system, and the practical experiments that we have carried out to identify weaknesses, defects, the problems and errors of this system, all these obstacles, have forced us to observe the smallest details of engineering, spatial, financial, professional and executive methods.

The aim of all this, being to offer solutions as complete as possible, which led us to propose our invention which mainly deals with the finest details to achieve the best solutions.

Now, let's return to this paragraph, and say that the traditional system of block construction is old, and has been known for more than two centuries.

This traditional system is still used, particularly in Asia, the Middle East, Africa, and Eastern Europe, although this system has become little used in Western Europe since the 1970s. This traditional construction system has been replaced by a prefabricated construction system, within the framework of large projects of collective housing, administrative buildings, hospitals, hotels and schools, which are implemented by large companies with high financial potential, including the technological means rely on large cranes which carry a pole, bridges, walls, and ceilings.

Unfortunately, with this prefabricated construction system, the prices of apartments are multiplied considerably reaching 200 to 300% of the price of apartments built with the traditional construction system.

Current traditional building blocks are hollow, made from cement sand (small parts of stones and water) material mixture.

These blocks are of two types: uniform blocks for walls, uniform blocks for roofs.

They can also be based on reinforced concrete columns and bridges, which can be summarized through the following six steps:

The first stage is the foundation under the ground of the building, which is carried out by the formation of reinforced concrete columns, which are connected to each other by reinforced concrete bridges.

The second stage corresponds to the reinforced concrete columns of the building, which are made by vertical wooden molds, with dimensions equal to the dimensions of the columns to be built, placing inside the wooden mold, the appropriate iron structure, by then pouring the reinforced concrete into it, a mixture of (cement, sand, gravel and water).

After about one or two weeks depending on the temperature of the construction area, the wooden molds are dismantled.

Note that we can summarize the classic faults of this stage with a traditional construction system as follows:

Irregular dimensions of the columns to be built, due to the swelling of the wooden molds and their width and depth towards the outside due to the pressure of the poured concrete and its significant weight.

The falling of various parts of the dry concrete during the dismantling of the wooden molds, where these gaps have to be filled with concrete later, therefore in which case it will be necessary to call on workers, wages, loss of time, which leads to increase construction costs.

The irregular surfaces of the columns as a result of what has been mentioned above, the need to fill the gaps and cover the defects with (coarse cement layer and soft layer) as much as possible, all these require additional costs as well as 'a waste of time, which leads to an increase in construction costs.

The wooden molds are used to create the columns, and will then be reused for only three or four times, in order to create other columns, then become unusable, knowing that their price is very high, and leads to increasing costs of construction.

the necessary use of wooden molds, in dimensions equivalent to the dimensions of the columns to be built, their placing in a vertical position, the placement inside them of appropriate iron structure, then the pouring of concrete mixture: (cement, sand, gravel water)3, to then dismantle the wooden molds one or two weeks later:, all this requires workers, salaries, causes a loss of time and causes the increase in construction costs.

The third stage being the reinforced concrete bridges of the building, which are made by horizontal wooden molds mounted on wooden or metal supports, which have dimensions equal to the dimensions of the bridges to be built, placing inside them, the suitable iron structure, then pouring concrete (a mixture of cement, sand, gravel and water).

After about one or two weeks depending on the temperature of the construction area the wooden molds are dismantled, without forgetting the defects of this stage, which are the same defects mentioned in The second stage.

The role of reinforced concrete bridges: connect all the reinforced concrete columns to each other.

The function of these reinforced concrete bridges and concrete columns is to carry the uniform roof blocks with these suitable iron structures.

There fourth stage being the construction of the uniform roof blocks.

Then they are made by wooden roof, mounted on wooden or metal supports.

Then, on the wooden roof, a row of uniform roof blocks is placed, which is positioned in parallel with an iron structure between each two rows of uniform roof blocks.

The concrete mixture (cement, sand, gravel and water), is poured over the rows of uniform roof blocks, and iron structures, until all the gaps are filled, and thus form a thick concrete layer on the wooden roof.

After about one or two weeks, depending on the ambient temperature, the wooden or metal supports are dismantled as well as the wooden roof, without forgetting to mention the defects of this step, specific to a classic construction method and which are:

The presence of irregularity on the lower surface of reinforced concrete roofs, which requires the addition of a coarse and flexible layer of cement, to fill the gaps and correct the defects as much as possible.

Wooden roofs and supports, are used to create uniform block roofs, which will be good to be used for only three or four times, but to create other roofs in the future then become unsuitable for use, which contributes to increased construction costs.

The fifth stage corresponds to the construction of the uniform block walls of the building, which are positioned between the reinforced concrete columns, and the reinforced concrete bridges, for the design of the rooms, halls, living rooms, offices, bathrooms, etc. .

the construction of the uniform block wall of the building, is carried out by placing one wall block adjacent to the other, which connects the two sides by a soft and fine mixture (cement, sand, small portions of fine stone and water), which fills the gap between the two sides of this adjacent wall block.

Also by placing a layer of the same soft and fine mixture of (cement, sand, small portions of stones and water), with a thickness of 1 to 2 cm, between the upper face of the lower block, and the lower face of the upper block, to connect them to each other.

But putting a heavier block on the soft and fine mix layer of (cement, sand, small portions of stone and water), will never be able to adjust the vertical and horizontal axes of these blocks, this will therefore lead to the construction of a wall with zigzags and inclinations with numerous defects.

To understand this, let us assume that the first row of blocks which is positioned on the layer of soft and fine mixture of (cement, sand, small portions of stone and water), has been disciplined in the horizontal and vertical axes.

But when the second row of block walls is built, the block walls with its heavy weight are placed on the second layer of soft and fine mixture (cement, sand, small portions of stone and water), which is placed above the upper faces of the first row blocks, this leads to a slight alteration not visible in the axes of the first row of blocks, where the first layer is still fresh and not dry.

As a result, the same situation repeats for the third row of wall blocks, fourth row of wall blocks, and fifth row of wall blocks...etc.

And so we end up with a block wall with zigzags and inclinations and many defects.

After the construction of the block walls, the digging part begins to: extend the protection tubes, the extensions of water, electricity, and heating pipes.

Virtually these block-built walls just touch the reinforced concrete (bridges, columns, and ceilings), without any connecting force or association between them.

When the quantity of soft and fine mixture of (cement, sand, small portions of water stones), which fills the small space between the side face of the blocks and the adjacent face of the columns is very small, so that it does not There is no relationship between one and another.

The quantity of soft and fine mixture of (cement, sand, small portions of stone and water), which fills the spaces between the upper faces of the blocks, and the adjacent faces of (bridges and ceilings), is also very small, so that there is no relationship between one and another.

This method of building block walls will result in quantities of soft, fine mixture (cement, sand, small portions of stone and water) falling onto the ground.

This method of building block walls, will generate obstacles in the installation of windows and doors, and will cause difficulty in adjusting the vertical and horizontal axes, without forgetting to mention the specific defects which are as follows:

zigzags and inclinations in the block wall, with numerous defects, which need to be corrected, which will require additional labor, with the associated additional construction costs.

The costs of a large wasted quantity of soft, fine mixture (cement, sand, small gravel and water), due to this mixture falling onto the ground, and the cost of disposing of it outside of the building, so that this causes associated additional construction costs.

Obstacles in the installation of windows and doors, and the difficulty in adjusting the vertical and horizontal axes, require labor for processing, removing all these obstacles, wasting time, all this leads associated additional construction costs.

Defects and distortions when it comes to digging walls to extend protective tubes, then filling these etched channels with a soft, fine mixture of (cement, sand, small portions of stones, and water) , to cover these irregularities and defects requires labor, causes wasted time, which leads to associated additional construction costs.

The block walls are the weakest point in the building, as they are not strongly associated with other parts of the building.

For an earthquake measuring 5.5 on the Richter scale for example, this could lead to the fall of all the block walls or part of them, hundreds or even thousands of people could be injured, or even even could lose their lives, in which case the construction will hold on only columns and ceiling bridges, with block walls completely destroyed.

At most in 3-5 years, due to the continuous and intangible movement of the Earth, these block walls will become cracked, which triggers the need to maintain and fill the cracks with a layer of acrylic, and all repainting Which leads to additional costs linked to maintenance.

Sixth stage is finishing, this is a phase of tuning irregularities and defects known as “cover layers” and technically consists of two forms of layers.

The first form consists of two layers:

A coarse layer which is a mixture of cement, fine gravel, sand and water sprayed on all internal and external surfaces of constructed block walls, columns and bridges "that connect them together", as well as the surface lower part of the ceiling), to fill holes and cover defects.

A thin layer which is a mixture of (cement, sand and water) sprayed on all internal and external surfaces of built block walls, columns, bridges that connect them together, as well as the lower surface of the ceiling to fill holes, and cover the remaining defects as much as possible.

The second form is a thin layer of acrylic paste, it is used to fill as much as possible the defects on the surfaces, which could not be hidden or sanitized by the first layer, without forgetting to mention the specific defects at this stage, which are the following:

The three layers of coverage mentioned above cannot completely cover the defects and correct the irregularities, but the corrective actions are done at best.

There are significant losses and wastage of the coarse mix and soft coat, due to falling onto the floor, during spraying of these mixes on walls, columns, decks, and the lower surface of the ceiling, which inevitably leads to additional construction costs.

Acrylic and paint coat costs, which will increase these construction costs.

Costs of eliminating wasted quantities falling on the ground, to evacuate them outside the building.

Labor costs at this stage, which will increase construction costs.

OBJECT OF INVENTION

The object of the present invention is to serve all kinds of small or large construction projects: both for individual housing, collective housing, as well as for administrative buildings, hospitals, hotels, schools, and many others types of construction.

[ The object of the present invention is to create a solid - integrated construction system, where all its parts, small and/or large, are strongly associated with each other.

The object of the invention is to create a solid - integrated construction system, where all its constructed parts (i.e. columns, walls, bridge, and ceilings) are reinforced with iron (reinforced).

The object of the present invention is to create a solid - integrated construction system, which is free from all the defects and irregularities known in a traditional block construction system.

The object of the present invention is to create a solid - integrated construction system, which has high quality, with the lowest costs.

The object of the present invention is to create a solid - integrated construction system, with a high level of security, very useful during earthquakes of medium force, due to its strong armament, and expertise in the design of the constituent elements of the construction.

The object of the present invention is to create an easy, rigorous, specialized method for the implementation of all construction projects, and to provide a high level of cohesion of all parts of the construction, overlapping intertwined the ones with the others.

The object of the present invention is to produce miniature plastic shapes of "stereotype blocks" (legos), which represent all the shapes necessary for all construction projects to be implemented, in accordance with the (solid construction system - integrated).

The object of the present invention, is to have specialized technical personnel of this method mentioned above, to implement all kinds of constructions, related to (solid construction system - integrated), through real experiments, on the project field with the use of a real Stereotype Blocks, as well as by training construction staff using miniature plastic Stereotype Blocks, to design scale models of construction projects.

There are several objects of the present invention, which will become apparent after taking note of the entire description thereof.

The present invention is linked to 12 varied industrial designs or industrial forms of “Stereotype Blocks”, to meet all the requirements of (solid – integrated construction system) , and everything related thereto.

So, from now on, we will encode the two words of this label Stereotype Blocks, by the first letter of each word of this label, to become: “SB” the symbol of the label: “Stereotype Blocks”.

All of these industrial designs or industrial "SB" shapes are often made by mixing masonry materials (cement, sand, small portions of stone, additives, and water), or sometimes by other materials such as lightweight blocks , blocks of fired clay, or something similar.

All these 12 industrial designs or industrial forms of “SB” , are different in their shapes, in their functions, in their dimensions, in their morphological and technical contents which are called the necessary technical morphological elements of construction, they are important to build any part of the building, in the best specifications, and of high quality, which is why all kinds of “SB” will be detailed, and their necessary morphological and technical elements, in this paragraph and in the following paragraphs.

According to the second appearance of the present invention, it is related to these several industrial designs or industrial forms of " SB" , which include 12 designs of "SB" .

Each industrial design or industrial form of "SB" includes a standard industrial design which is referenced 1 , this is why the number 1 symbolizes a standard industrial design, also including in addition, several industrial designs or industrial forms which are derived therefrom, continued to the removal of one or more of its morphological and technical contents, or to the reduction by half, or a quarter of the standard industrial design, which are referenced 2 , this is why the number 2 symbolizes for a design or form industrial derivative.

Each industrial design or industrial form of "SB" includes an alphabetical letter, and each letter of them symbolizes the part of the construction that will be built with this industrial design of "SB" , so if we have, for example, the codes following towing options: SBA1, or S.BA2:

The first code(SBA1)OrSBmeansStereotype blocks, Ameanswall,1where symbolizes astandard industrial design, and the second code(SBA2)OrSBmeansStereotype Blocks, Ameans wall,2 where symbolizes aderivative industrial design.

The industrial design of Base Stereotype Blocks , which is referenced “BSB1 ” where the B means Base , the S.B means (Stereotype Blocks), and the 1 means standard , this design is in rectangular shape, used to build only the base row, which is located, always under the first row of various “SB” in any floor of the building.

THE“BSB1 »,has nine dimensional standards.

LXPXH where it means, L = Length, P = Depth or Width, H = Height as follows:

L 600 mm X (D 200 mm, or D 250 mm, or D 300 mm) XH 100 mm.

L 400 mm X (D 200 mm, or D 250 mm, or D 300 mm) XH 100 mm.

L 200 mm X (D 200 mm, or D 250 mm, or D 300 mm) X 100 mm, and other small standards.

Each of the other 11 industrial designs of " SB" , is only specialized in one part, of the total parts of the construction, so these 11 industrial designs of "SB", will be distributed on each of the parts of construction, as follows :

Industrial design A of “SB” , which includes a standard “SB” , is referenced “SBA1” , which is only used to construct the walls of the building, containing all the morphological and technical elements necessary for the construction of the walls, and also includes several forms derived from this “SBA1” , following the deletion of one or more of its elements, half, or a quarter of the “SBA1” which are referenced “SBA2”. Note that the “SBA1” has three dimensional standards.

(LXPXH) where it means, L = Length, P = Depth or Width, H = Height as follows:

L 400 mm X (d 200 mm, or d 250 mm, or d 300 mm)

Industrial design B of “ SB” , including a standard “SB”, which is referenced “SBB1” , which is used to construct reinforced concrete columns, in rectangular or square shapes, containing all the morphological and technical elements necessary to column construction, and has three dimensional standards which are as follows:

(LX p XH) where it means, L = Length, p = depth or Width, H = Height)

L 600 mm X (D 200 mm, or D 250 mm, or D 300 mm)

the industrial design C of “SB” , which is used only to construct the columns in angular or reinforced concrete corner form, at right angle where means “ R ”, and/or at left angle where means “ L ”, and which include a standard right or left "SB" , which are referenced "SBC1-R" , or "SBC1-L" , but the only difference between them, is the location of the part of the link in each of them, where the part of the link in an "SBC1-R" , is always located to the right of design, while the link in an "SBC1-L" , is always located to the left of design, and each of them, has three standards of dimensions as follows:

L 600 mm X (D 200 mm, or D 250 mm, or D 300 mm) + L 200 mm

Where each of them is used depending on the size of the project, and the architect's plan.

The industrial design D of “SB ” which is a reinforced concrete column, in the form of the character T , including a standard “SB” , which is referenced “SBD1” , and has three dimensional standards as follows:

L 600 mm X (D 200 mm, or D 250 mm, or D 300 mm) + W 200 mm depending on the size of the project, and the architect's plan.

the neo industrial design E of “SB”, which is used only to construct right and left side frames, for windows and doors, and containing all the morphological and technical elements necessary for the construction of these side frames, for windows and doors, which include a standard “SB” which is referenced “SBE1” , and in addition there are several neo forms derived from it following the deletion of one or more of its elements, or Being in one half of the "SBE1" , which are referenced, "SBE2" , note that the " SBE1 " has three dimensions of standards as follows:

L 400 mm X (D 200 mm, or D 250 mm, or D 300 mm)

the industrial design F of “SB” , which is used only to construct a lower sill, for windows, and which includes a standard “SB” containing all the morphological and technical elements necessary for the construction of the lower sill, which is referenced "SBF1" , and in addition there are several forms derived from it, following the deletion of one or more of its elements, half or a quarter of the "SBF1" , which are referenced, “SBF2” notes that the “SBF1” has three dimensional standards as follows:

400 mm X (D 200 mm, or D 250 mm, or 300 mm) XH 200mm.

Where each of them is used according to the volume of the project, and the planning of the architect.

the industrial design G of “SB” , which is used to construct an upper threshold, for windows and the door), which includes a standard “SB” containing all the morphological and technical elements necessary for the construction of the upper threshold, which is referenced "SBG1" , and in addition there are several forms derived from it, following the deletion of one or more of its elements, half or a quarter of the "SBG1" , which are referenced, "SBG2 » note that the “SBG1” has three dimensional standards which are as follows:

400 mm X (D 200 mm, or D 250 mm, or D 300 mm) XH 200 mm.

Where each of them is used depending on the size of the project, and the architect's plan.

The industrial design H of “SB” which includes a standard “SB” , is referenced “SBH1” , in the form of U , and used only to build a reinforced concrete bridge, of the last row, of the walls, which has the shape U, and on the floor of the (Gap) there are two square slots, including a gap inside d which are called, square injection slots , and referenced by the number 22 , which also includes half , or the quarter of the “SBH1” , which are referenced, “SBH2” and having three dimensional standards as follows:

400 mm X (D 200 mm, or D 250 mm, or D 300 mm) XH 200 mm.

Where each of them is used depending on the size of the project, and the architect's plan.

the industrial design I of “ SB” , is a female “SB” which is used to construct a reinforced concrete roof, which includes a standard “SB” , which is referenced “BSI1” , which has a standard dimension as follows:

L 600 mm X D 200 mm X H 200 mm.

The industrial design J “SB” , is a male “SB” which is used, to build reinforced concrete roofs, which includes a standard “SB” , which is referenced “BSJ1” , which has a single standard with the following dimensions :

L 600 mm X D 200 mm X H 200 mm.

The industrial design K of " SB" , is a terminal "SB" which is male on one side, and female on the opposite side) of "SB" which is used, to construct reinforced concrete roofs, which includes a standard " SB” , which is referenced “BSK1” , having four standards (three dimensions) as follows:

(L 200 mm, or L 300 mm, or L 400 mm, or L 500) X D 200 mm X H 200 mm, where each of them is used according to the architectural plan.

According to the third appearance of the present invention, there are several morphological and technical elements necessary for construction, distributed in twelve (12) industrial designs or industrial forms of "SB" mentioned above, without forgetting that all the morphological and technical elements following are important and necessary for construction, they are also integral contents of the diversity of stereotype blocks, industrial designs are used in all parts of the building, the nomenclature and referencing of which are as follows:

One or two elements are called the (injection and guidance channels) which are referenced 7 .

One or two elements named (Iron bars) which are an iron rod of 14 mm in diameter x 20 cm in length, it is considered as a cumulative partial reinforcement of a construction wall which are referenced 8 .

One, two or four elements (called electrical, heating, sanitary, partially open channels) which are referenced 9 .

One or two named elements ( electrical boxes open from the top) , with the shape of a rectangular section which are referenced 10 .

Two elements named the (semi-circular, or semi-oval lateral canals) which are referenced 11 .

One or two elements are named (hidden connection chambers) which are referenced 12 .

Several elements are named ( cavities) of different section shapes, such as circular, oval, square, rectangular, and so on, which are referenced 13 .

An element called the ( Mould) of different shapes, such as a square, rectangular and angular section shape, which is referenced 14 .

Four to eight elements are named the (protrusions), of different section shapes, such as a convex semicircular, curved, square, rectangular shape, and so on, which are referenced 15 .

One or two named elements (Links,) which are referenced 16 .

Two elements named the (prominences) of 3-5 cm which are referenced 17 .

One or two elements called the (prominent protuberances) with the shape of a rectangular section, their dimensions are as follows: the thickness is 1.5 cm, the width is 4 to 7 cm and the length depends on the length of the door or the window which are referenced 18 .

An element named the (electric motor channel ) with a square section shape, to accommodate the right and left end of the axis of the electric motor, and to adjust the horizontality of the axis, which is referenced 19 .

An element is named the (gap) with a trapezoidal section shape, to embrace the appropriate iron structure, which is referenced 20 ,

Two or four elements named (hollow tunnels ) with different section shape such as circular, oval, square, rectangular, trapezoid, and so on, which are referenced 21 .

One or two named elements ( square injection slots) are located in “SBH1” , which are referenced 22 .

One or two named elements ( square connection channels) , which are referenced 23 .

An element named the (Curved Base) which is the base of the gap, which is referenced 24 .

One or two elements called the (solid round plastic guide) , which are referenced S.PGR

One or two elements named the (standard round guide) which are referenced, SGR

According to the fourth appearance of the present invention, and as we know, any construction project has one or more floors, and each floor in general has three standards in terms of height in buildings, which are: 260 cm, 280 cm , and 300 cm, and which correspond to 13 rows “SB”, 14 rows “ SB ” , or 15 rows “ SB ” , where the height of the row “ SB ” is 20 cm .

Each of these three height standards is used depending on the construction area, the size, the scale of the construction project, and the architectural plan, where in Europe a height of 260 cm is preferred, and in the Middle East 280 cm, or 300 cm.

According to the fifth appearance, of the present invention, there is a total dependence on the method, very simple, disciplined and specialized for the implementation of all construction projects, to achieve a close bond and strong cohesion between each part with the other parts of the construction, and also to achieve all the requirements of the (integrated solid construction system), in the best specifications with the highest quality.

This own method of the present invention, is a special method, for the implementation of the complete construction, of the walls integrated with ceilings in any construction project (small or large), in which we start by constructing the walls completely ( where the walls are built in two stages), then the roof is built.

The first step is to create and organize only one basic row on each floor of the building, where this row consists only of the stereotype block“ BSB », which should only be used, to construct the base row, so it can be calledthe basic row “BSB”,which is always located under the first row.

Note that the creation, organization, then injection for the base row of the“ BSB », must be disciplined and precise, adjusting the vertical axes, and the horizontal surfaces of each "B.S.B", until the arrangement of the bottom rows "B.S.B" is completed, then the soft and fine binding mixture ( cement, sand, small portions of stones, additives, water) will be injected into all(square injection slots)which are referenced22.

And after the creation, arrangement, and injection of the bonding mixture is completed in the base rows of the " BSB" , according to the architectural plan until creation, the arrangement ends in the base rows of “BSB”

The second step is done according to the height of the floors to be built (260 cm, 280 cm, 300 cm) as mentioned previously, by creating arranging then gradually injecting, a 13, 14, or 15 rows of various “SB” , so that after finishing creating the organization, we inject the first row, which is always located above the base row, this first row contained all the requirements of the entire wall, necessary in the first row, according to the architectural plan, for example, it should be seen gradually Little by little in these successive built rows until they reach the ceiling, starting to see the rows of the partial wall built with the door openings , then we see the lower window sills, then we see the window openings, then we see the completion of the windows and doors, then we see the upper window sills, then we see the rest of the wall up to the ceiling in the various “SB” as follows:

After the completion of creating, arranging, then injecting, the same steps are done in creating the arrangement, then injecting the second row, to inevitably have all the Requirements of the set of the wall, necessary for this second row according to the architectural plan,

After the completion of creating their arrangement, then the injection of the third row, then the fourth until the last row of any floor to inevitably see all the requirements of the entire wall.

But most important of all, is (synchronization and timing), alternating the gradual arrangement with the creation of the “S.B” diversity row, and the injection of any row with the row below.

Due to the importance of the first row in construction, all vertical axes, must be adjusted, before being injected, and this is easily done, where the hard bottom surface of the "SB" of the first row, is in contact with the upper hard surface of the "BSB " of the base row, and because of this connection between two hard surfaces, the axes of the "SB" in the first row, will never change, neither before nor after the injection.

Injection of the binding mixture into all the various "SB" of the first row, in any stage, through one or two nozzles of the injection channels, which extends from the upper surface to the lower surface from each of the various "SB" where they open and end in the (hidden connection chamber), which is located in the lower surface of each of the various "SB" then through the injection machine, the mixture will be injected connection of (cement, sand, small portions of stones, additives, water) in all the various "SB" of this row, in any floor, until each (hidden connection chamber, and its cavities ) are filled with the bonding mixture (cement, sand, small portions of stones, additives, water), to bond for example all the various "SB" of the first row with the upper surface of the base row "BSB" , from any floor.

When the bottom surface of everything“SB”consists of a hidden connection chamber including multiple cavities, surrounded by (four prominent edges 2 cm thick), and their width is 3 cm, these four hard edges on the bottom surface of all“SB”, directly touch the hard upper surface of the base row of the“BSB”, or any upper surface of any“SB”Where each hidden bonding chamber has a 2 cm thick void which will be filled with the bonding mixture (cement, sand, small portions of stones, additives, water).

It is therefore important to know that always the lower faces for any upper row "SB" are hidden connection chambers, and also always the distance between the upper faces of the hidden connection chambers, of any row and the upper faces of the bottom row is 2 cm.

And so on, where all the creation, arrangement and injection, for the second, third and fourth row, until the penultimate row, and this is done by repeating the same steps as previously followed in the first row, hence the important role of (the solid plastic round guide ) SPGR, in the positioning and organization of all the various "SB" rows, and the adjustment of the horizontal and vertical axes must be clarified as follows:

The solid plastic round guide, which is referenced S.PGR, with a diameter of 3.5 cm and a length of 35 cm, which is easily taken in and out, and which remains temporarily in the injection channels and guidance, which are in each “SB” , of any row, where the two S.PGR enter for example in the two (injection or guide channels), of the first row, and continue to enter until 'at the end of the two (injection or guide channels) by 20 cm , and passing them to enter the corresponding and exactly similar injection or guide channels, which are located below it in the “BSB” of the base row.

the function of those S.PGR , is to adjust the position of the main “SB” in the first row, with the “SB” below, in the base row of the “BSB” , with precision and consistency, as well as the adjustment of the vertical and horizontal axes of these upper and lower "SB" , and the stay of these two solid plastic round guide S.PGR , is temporary before the injection, which connects the two "SB" with the mixture of cement binder, and this temporary entry remains, until all the various "SB" of this first row are completely positioned and become exactly and constant, then all the S.PGR , will be released synchronized with the start of the injection of the cement mixture in all the various "SB" of the first row, to connect them, with all the "BSB" , which correspond and similar to the first row, so that the same step will be repeated with the remaining rows of the second row, with the first row, third row with the second row, and so on. The “SB” rows except the last row of entire walls of any floor of the building, the iron structures suitable for the reinforced concrete columns, in their various shapes (rectangular, square or angular, etc. ), will be placed vertically inside their molds, which are assigned to them in these constructed walls, as was mentioned previously.

Then, the concrete mixture (cement, sand, gravel, additives, water) will be poured inside all these molds of these columns mentioned above, in an identical manner.

Depending on the height of the floor that will be built (300 cm, 280 cm, or 260 cm), the Fifteenth, fourteen, thirteen rows, or the last row various “SB” , the reinforced concrete bridge, which is placed above very last row, of all walls constructed, in any floor (ground floor, first floor, or second floor, etc.), which contain iron structures suitable for reinforced concrete bridges, which will be placed inside their gaps of its assigned "SB" and placed above the last row, or the (Fifteenth, fourteen, or thirteen) row, is nested with all these iron structures for reinforced concrete bridges, with all iron structures for the reinforced concrete columns.

Then, the concrete mixture (cement, sand, gravel, additives, water) will be poured, along the gaps of their “SB” which are placed above the (Fifteenth, fourteen, or thirteen) row, or the last "SB " row in any floor, filled equally, and so, after all the walls on any floor have been completed, and have become ready, to build the roof over them, and to carry out all the most complete specifications.

Do not forget that after having injected each of the various " SB" , in any row of walls which is located below, it must be followed immediately by the introduction of ( Iron bars ) inside the ( injection and guide channels ) as follows:

The iron bars , are used as a cumulative partial reinforcement of a construction wall, their diameter is 14 mm with a length of 20 cm, which is equivalent to the height of any “SB” , therefore after the injection of the S.B" in any row, with a bonding mixture (cement, sand, small portions of stones, additives, water), to connect them with other row "SB" which are located below, they must be retracted (iron rods), Immediately inside the injection and guide channels, so that half of the iron bar (about 10 cm) fits into the upper half of the injection channels and guide in the lower row “SB” , and for half of the rest of the iron bar (10 cm) it is installed in the lower half of the injection and guide channels, in the upper row “SB”.

After the introduction of the iron bars in the ( injection and guide channels ), knowing that the introduction of the two iron bars in "SB" , which are used in the construction of all the walls, so that all These built walls include inside, many iron bars, which are considered as a cumulative partial reinforcement of the wall.

Each of the two iron bars are positioned and pushed inside the two (injection and guide channels), which are present in each “SB” by a ( standard round guide) , which is referenced ( SGR).

Injection is done by a specialized injection machine , which is powered by electricity, diesel, or compressed air, and has two , or four metal injection channels, which enter very easily into n Any nozzle (injection and guide channels), located in any “ SB” used in wall construction.

Thus, this injection machine is designed, but no details are provided here, because it does not fall within the scope of the present invention.

Except in the case where the committee, which is responsible for the study and authorization of the present invention, requests the details of this injection machine, and its inclusion in the present invention, as a third field in this invention current, and not only as two fields mentioned previously in the paragraph (Field of the invention).

Let's return to this special method of construction, which is organized, precise, well ordered, in terms of time and execution, where the construction begins only with the "SB" of the first lower part, according to the architectural plan, and it is appropriate note that it is impossible to build even a single “SB” in the second row, until the construction of the S.B” in the first row in the architectural plan is completed.

[0134 ] According to the sixth appearance, of the present invention, where this special method, including all the necessary means and accessories attached to it, such as the two overlapping metal tubes, which are extended horizontally, vertical metal supports for carrying the overlapping horizontal (intertwined, one within the other) metal tubes which are of different shapes, iron structures, reinforced plywoods, and (basic installation parts) which are referenced (BIP ).

Horizontally overlapping metal tubes: are two hollow metal tubes with square sections, one of them is external and the other is internal, which are extended horizontally, where one of them enters the other , the side length of the outer square is between (7.5 to 9.5 cm), and the side length of the inner square is between 7 to 9 cm where each of these dimensions is used depending on the size and magnitude of the construction project, and the architectural plan.

[0136 ] There are several dimensional standards for intertwined metal tubes, but three will be mentioned (and the rest if necessary, or according to the architectural plan) as follows:

[0137 ] In the first standard measurement of intertwined metal tubes whose length of the outer tube is 100 cm, and the length of the inner tube is 110 cm, these 2 tubes can be used to support ceilings whose width is between 100 to 200cm , which is referenced (L 1).

[0138 ] In the second standard measurement, the length of the outer tube is 210 cm, the length of the inner tube is 220 cm, these 2 tubes can be used to support ceilings whose width is between 210 and 410 cm , what is referenced (L 2).

[0139 ] In the third standard measurement, the length of the outer tube is 360 cm, the length of the inner tube is 360 cm, these 2 tubes can be used to support ceilings whose width is between 360 and 700 cm , which is referenced (L 3).

[0140 ] These standard intertwined metal tubes are carried by the rigid plywood panels, which in turn carry all the S.B" of the ceiling rows, such as the "SBI1", the "SBJ1 ", the "SBK1" and its structures of appropriate roof iron.

The intertwined metal tubes are extended horizontally in parallel, where the distance between each tube of them with the other is 50 cm , then the plywood is placed on them, to cover the surfaces of all places on the floor of the floors, and relating to vertical metal supports which are available on the market

There are the means (accessories) such as the handle for pulling or pushing, which is referenced 25 , and installed on the underside of the inner tube, the installation screw , which is referenced 26 and installed on the underside of the tube external, the multiples ( square horizontal level control rings ) which are referenced 27 , moving easily along the inner tube, and the lateral length of each of these square rings is between 7.5 and 9.5 cm.

Other small (accessories), which play an important role, in the positioning and installation of these intertwined metal tubes, where each set of intertwined metal tubes, have two ends, each end will be installed on a special metal base which is referenced 28 , where this special metal base is installed on the side of the last row “SBH1” of a wall, and the other end will be installed on another special metal base, which is installed on the side of the last row “ SBH1" , from the opposite wall.

There is an important part called the base installation part which is referenced (B.I.P), made of solid plastic, it is of an incomplete circular shape, cut at the front with a 25 mm arc bead, and has 40 mm thick, and in the middle of this tendon there is a small hole which is the place of the installation screw, and the diameter of this incomplete circular piece, is 33 to 48 mm, which is less than 2 mm diameter of the partially open electrical extension channels, there are a large number of these parts located inside these partially open electrical extension channels, perpendicular to the vertical axis of the channel, and it plays a role very important, where it can be installed all kinds of things on the wall, such as gypsum board, all decoration works and covering of the walls, without the use of drilling or drill to pierce the wall or perforation, this at a practical level is of paramount importance to save time and reduce costs.

[0145 ] According to the seventh appearance of the present invention, there are different forms of iron structures, formed using electro-welding, to link their components together, this includes the iron structures of reinforced concrete ( columns, bridges at the ends of the upper walls, and the various bridges, extended within the masculine, feminine and terminal stereotype of the roofs), these iron structures, by design, have six basic shapes as follows:

[0146 ] An iron structure for reinforced concrete columns, in the shape of a square or rectangle, which is referenced M1 .

[0147 ] An iron structure for reinforced concrete columns, in the shape of a right or left angle, which is referenced M2 .

[0148 ] An iron structure used for reinforced concrete bridges, at the upper end of walls, or for reinforced concrete bridges, which is extended across the terminal stereotype "SB" of the roof, in a triangular shape, which is referenced M3 .

An iron structure for reinforced concrete frames, which is placed at the top of the horizontal frames, which used in windows and doors, in a circular shape, which is referenced M4.

[0150 ] An iron structure, for reinforced concrete bridges, which is extended across the male and female stereotype “SB” of the roof, in a trapezoidal shape, which is referenced M5 .

[0151 ] An iron structure, to reinforce reinforced concrete bridges, and extended across the male and female stereotype “SB” of the roof, in trapezoidal shape, and above the smaller inverted trapezoid, which is referenced M6 .

[0152 ] Then the “SB” roofs, they will be placed on the carpet of ( intertwined metal tubes and plywood) , like parallel and contiguous rows, starting for example with a row “SBI1” , then with a row “SBJ1” , then by a row “SBI1” , and so on, and finally by a row “SBK1” .

After that, each of the iron structures will be placed, inside the various rows of roofs of the "SB" , which are "SBI1", "SBJ1", "SBK1" , to integrate with it, in order to pour on top a concrete mixture (cement, sand, gravel, additives, water), and in addition to form a layer of concrete mixture (cement, sand, gravel, additives, water) on top, in a thickness of 5 to 10 cm , which flow over, and thus covering all the surface of the ceilings, determined by the architectural plan.

[0154 ] When this floor (as well as all floors) of the building is completely finished, the same steps will be followed for the next floor, and so on, until the last floor of the building is completely finished.

[0155 ] According to the eighth appearance of the present invention, and with reference to everything mentioned in the two preceding paragraphs (object of the invention, summary of the invention), things are illustrated much more clearly with all drawings accompanying the present invention, showing full details.

For vertical metal supports, they are known and available on the market and there is no need to describe them.

Regarding the subject of metal supports, we must not forget to mention that these ( intertwined metal tubes) , and the ( rigid plywood panels) , they will be reused repeatedly, for a long time, for several projects, without the need to change them, because they are not consumed, or even do not come into contact with the concrete which would have flowed on the components of the roof, also, we would not have used nails, screws, or anything to install these ( rigid plywood panels , on the overlapping (intertwined) tubes), but only the weight of the stereotype blocks of the ceilings, which sit above (the rigid plywood panels) So this will contribute to the reductions in labor costs.

This is contrary to what constantly happens in the traditional system of uniform blocks, where the wooden covering changes after three or four uses in columns, roofs and in bridges, with all the additional labor costs that this generates.

[01 59 ] According to the ninth appearance of the present invention, its second field, is to produce miniature plastic shapes, which are exactly identical, to all the different shapes of "Stereotype Blocks", in order to use them to configure microphones models for all buildings to be implemented, in accordance with the ( solid construction system - integrated) , which are necessary for the construction of buildings, to give a preliminary design, of these projects, and will be able to allow to have a specialized technical personnel, of this special implementation method.

illustrates an upper and lower perspective view of the block Stereotype Blocks “SB” in rectangular shape, which is referenced “BSB1 ” , and also illustrates a perspective view for their morphological and technical elements.

illustrates all forms derived from this "BSB1" , following the deletion of one or more of its elements, or being in a half, or a quarter to the "BSB1" , which are referenced "BSB2" .

illustrates an upper and lower perspective view of the Stereotype Block “SB” , which is referenced “SBA1” , also illustrates a perspective view for their morphological and technical elements.

illustrates all the forms derived from this “SBA1” , following the deletion of one or more of its elements, half, or a quarter of “ SBA1” , which are referenced “SBA2” .

illustrates an upper and lower perspective view of the “SB” stereotype block, which is referenced “SBB1” , also illustrates a perspective for their morphological-technical elements.

illustrates a top-down perspective view of the “SB” Block Stereotype, which is referenced “SBC1- L” , also illustrates a perspective view for their morphological-technical elements.

illustrates a top-down perspective view of the “SB” Block stereotype, which is referenced “SBC1- R” , also illustrates a perspective view for their morphological and technical elements.

illustrates an upper and lower perspective view of the Block Stereotype “SB” , which is referenced “SBD1” , also illustrates a perspective view for their morphological-technical elements.

illustrates a top and perspective view of the Block Stereotype “SB” , which is referenced “SBE1” , also illustrates a perspective view for their morphological and technical elements.

illustrates all the forms derived from this “SBE1 ” , following the deletion of one or more of its elements, half, or a quarter of “SBE1” , which are referenced “SBE2” .

illustrates an upper and lower perspective view of the Block Stereotype “SB” , which is referenced “SBF1” , also illustrates a perspective view for their morphological-technical elements.

illustrates all the forms derived from this “SBF1” , following the deletion of one or more of its elements, half, or a quarter of “SBF1” , which are referenced “SBF2” .

illustrates a top-down perspective view Block Stereotype“SB”, which is referenced“SBG1”, also illustrates a perspective view for their morphological and technical elements.

illustrates all forms derived from a“SBG1”, following the deletion of one or more of its elements, half, or a quarter of the“SBG1”, which are referenced“SBG2”.

illustrates an upper and lower perspective view of the Block Stereotype “SB” , which is referenced “SBH1” , also illustrates a perspective of their morphological and technical elements.

illustrates all the forms derived from an “SBH1” , following the deletion of one or more of its elements, half, or a quarter of the “SBH1” , which are referenced “SBH2” .

[0176 ] illustrates an upper and lower perspective view of the “SB” block stereotype, which is referenced “SBI1” , also illustrates a perspective view for their morphological and technical elements.

illustrates a top-down perspective view of the “SB” Block Stereotype, which is referenced “SBJ1” , also illustrates a perspective view for their morphological and technical elements.

illustrates an upper and lower perspective view of the “SB” Block Stereotype, which is referenced “SBK1” , also illustrates a perspective view for their morphological and technical elements.

illustrates a perspective of an overlap of metal tubes, which are referenced “L1. L2. L3" , also illustrates a perspective of their morphological and technical elements.

illustrates a top perspective view of the iron structures, which are referenced "M1, M2, M3, M4, M5, M6" , and also illustrates a perspective view for their elements.

illustrates a perspective of the tools, which are referenced "B. IP , SPR, SGR, SPGR", "MB".

illustrates a view for a front and bottom side of a wall containing three rows.

illustrates a view for a top and front face of a wall, containing three rows.

illustrates a view of placing iron rods in the wall of vertical section, containing three rows.

illustrates a top view, front side of the wall vertical section, containing three rows.

illustrates a perspective view, of a final high row in a wall containing three rows.

illustrates a view of a Miscellaneous Block Stereotype wall, which contains two rows.

illustrates a perspective view of a first row of“SB” of the wall, which contains two rows.

[0189 ] illustrates a view, of the location of the two ends for an electric motor on the window, “SBE1 ” .

illustrates a perspective view, of all“ MPSB1 »,“MPSB2”Stereotype miniatures Plastic blocks.

DETAILED DESCRIPTION OF THE INVENTION

[0191 ] Based on my personal study, which I mentioned above, I came to the following conclusion:

In order to eliminate all known weaknesses and losses in the traditional uniform block building system, any future building system must have a basic concept on solidity and integration, and that is why my invention title was: “Stereotype Blocks for a solid – integrated construction system”

My invention is a solid - integrated construction system, based on three means to achieve all its solidity and integration requirements, which are as follows:

• - The first: are 12 industrial designs or industrial shapes of Stereotype blocks which are important parts of my invention.

• - The second: is the specific method of operational implementation of my invention to meet all the requirements of the “Solid Construction System – Integrated”, which is an important part of my invention.

• - The third: is the production of micro plastic models, which are replicas of the 12 real industrial shapes of the Stereotype Blocks which are used to configure micro models for all construction projects to be implemented, in accordance with the construction system solid - integrated, and for training on the basis of the above these three means combined show the unity of my invention and its interdependence.

Referring to FIGS. 1 , in one incarnation, and an alternate incarnation, for the top and base of the “SB” block stereotype, which is referenced “BSB1” , including the top face 1 , bottom face 2 , front face 3 , back face 4 , right face 5 , and left face 6 , and used to construct only the basic row, which is located, always under the first row of various "SB" in any floor of the building, of rectangular shape, and containing all the morphological and technical elements necessary for the construction of the base line such as the injection guide channels, which is referenced 7 , iron bars which is referenced 8 , partially open electrical, heating, sanitary channels, which is referenced 9 , slots square injection which are referenced 22 .

It also has nine dimensional standards as follows:

(LXPXH where it means, L = Length, P = Depth or Width, H = Height).

L 600 mm X (D 200 mm, or D 250 mm, or D 300 mm) XH 100 mm.

L 400 mm X (D 200 mm, or D 250 mm, or D 300 mm) XH 100 mm.

L 200 mm X (D200 mm, or D 250 mm, or D 300 mm) XH 100 mm, and other smaller standards.

Each of the nine standards is used depending on the size of the construction project and the architectural plan.

[0193 ] Referring to FIGS.2 , In an incarnation of all forms derived from this “BSB1” , following the deletion of one or more of its elements, or being in a half, or a quarter to “SBB1” , which are referenced “BSB2” .

[0194 ] Referring to FIGS. 3 . In one incarnation, and an alternate incarnation, for a top and bottom of the "SB" Stereotype Block, which is referenced "SBA1", including top face 1 , bottom face 2 , front face 3 , back face 4 , right face 5 , and the left face 6 , which used only to build the (walls of the building), containing all the morphological and technical elements necessary to build walls, such as (injection guide channels) which is referenced 7 , (bars of iron, which is referenced 8 , (electrical, heating, sanitary channels, partially open) which is referenced 9 , (electrical boxes open at the top) which is referenced 10 , (semi-circular, or semi-oval side channels), which is referenced 11 , (hidden connection chamber) which is referenced 12 , (cavities) which is referenced 13 , (Standard Round Guide) which are referenced ( SGR ) , and the “SBA1” also has three dimensional standards, as follows:

L 400 mm X (D 200 mm, or D 250 mm, or D 300 mm) XH 200 mm.

Each of the (three standards) is used depending on the size of the construction project and the architectural plan.

[0195 ] Referring to FIGS. 4 , in an incarnation of all forms derived from this "SBA1" , following the deletion of one or more of its elements, or being in a half, or a quarter to the "SBA1" , which are referenced “SBA2” .

Let us now return to these elements necessary for the construction of the walls, defined as follows: There are two (guide and injection channels), which are referenced 7 , in the smooth upper face of this “SBA1” , the right channel of 'between them is located 10 cm from the right side, and 10 cm from the front side, and the left channel is located 10 cm from the left side, and 10 cm from the front side, of any "SBA1" , these two channels extend to the (“hidden chamber”) of the lower face of this “SBA1” , these two channels are important and essential, because through them, the connecting mixture (cement, sand) is injected. , small parts of the stone, additives, water), to connect and bond the top “SBA1” , with the bottom of the “SBA1” below, after the (“hidden connection chamber”) is full of this bonding mixture .

These two channels different in the shapes and sizes of their cross sections: circular, square, rectangular, hexagonal, octagonal, oval, all these shapes are determined by architectural planning, the injections are made through these channels, using 'an injection tool, running on diesel, electricity or compressed air, one of the advantages of this connection and the link between the "SB" Stereotype Blocks by injection which we can control the quantity of the mixture connection which will be injected between the top, and the bottom "SB", until this fills the hidden connection chamber, and its internal cavities of the lower side, by calibrating a precise dosage, of the quantity of mixture connection, inside the hidden connection chamber, and its internal cavities.

After injection of the connecting mixture into each “SBA1” , to connect it to the “SBA1” below, must be lowered directly, ( two iron bars ), which are referenced 8 , their diameters are 14 mm, and a length of 20 cm, inside each of the injection channels (right and left), which already exists in all “SB” stereotype blocks, which is why each of these tow bars will connect the lower half of the upper part “SB” , to the upper half of the lower block stereotype “SB” , where there is a (Standard Round Guide) , which is referenced (SGR) , to determine the descent distance of the (iron bars), by repeating the operation, as well as the descent of these small iron bars, inside all the (injection or guide channels).

Let's not forget that the (injection or guide channel) , 7 , has three important advantages: the first is to adjust the position, of the entire top "SBA1" with their underside, and the adjustment of their axes horizontal and vertical, through the (Solid Plastic Round Guide) which is referenced (SPGR) , the second is used for the injection of the bonding mixture into each stereotype block “SB” , to the bond with the other below , the third is used, after the completion of the injection, to position the small iron bars inside these channels, to create (the cumulative partial reinforcement of the iron bars, for the construction of the walls), to through the (Standard Round Guide) which is referenced S.GR.

There are two circular channels, elongated vertically, in this "SBA1" , on its front or rear side or in both channels, these channels are not entirely closed, but partially open from top to bottom, to facilitate the entry of flexible plastic protective tubes by clicking on them, these two channels are located symmetrically in the “SB” Stereotype Blocks, one of which is closer to the right side of this “SB” at 10 cm , and the other is closer on the left side of this “SB” at 10 cm , these channels are used in this “SBA1” , for the extension of electrical, sanitary or heating installations, and are called (partially open electrical, heating, sanitary channels) , which are referenced 9 , and the diameter of these two channels varies depending on the type of extensions and the approved construction plan, with the existence of these multiple channels in the walls, we have therefore eliminated the excavations of the electrical, sanitary channels, and heating extensions in the walls, these operations whose costs are not negligible as we have already highlighted previously.

There is a standard place in this "SBA1" on its front or rear side or in both sides, which contain the electrical boxes which are incorporated into the walls, these places are used for power switches and electrical outlets, they are called (upper open electrical boxes) , which are referenced 10 , so with the presence of these elements, the need for digging operations and deformation of the walls will be canceled, for precisely the installation of these boxes.

We would like to remind that on the lateral sides of this "SBA1" , in the middle of each side, from top to bottom, passes a semi-circular or semi-oval open channel, when the lateral side of an "SBA1" , touches the lateral side of another adjacent stereotype block “SBA1” , the two semi-circular channels thus form an entire injection channel (fully circular or fully oval), which is injected with the connecting mixture, to connect the two blocks on both sides, these called (semi-circular, or semi-oval, lateral channels) , which are referenced 11 .

there is a hidden chamber in the underside of this "SBA1" joining the two injection channels, and which also has several cavities of different shapes and sizes, which are also filled with the hidden chamber, by the connecting mixture, Due to the applied pressure they experience during the injection process, the usefulness of this hidden chamber is that it is used to strengthen the bond of cement between a stereotypical "SB" block, and the one below called “hidden connection chamber” which is referenced 12 .

The shapes of the (hidden connection chamber) are different: circular, square, rectangular, hexagonal, according to the requirement of the construction plan.

Thus, all the walls that are built have a smooth surface, without defects, and this is due to the good support of the solid edges surrounding the connection chamber hidden in the lower face of the “SBA1” which are also positioned on the solid upper face of the lower block (located below), and this is before the injection of the connecting mixture, into the hidden connection chamber, which connects these two “SBA1” .

And in any case, the connection of two surfaces between the two stereotypes of “SB” blocks, which is done by two solid faces, so that their vertical and horizontal axes do not change depending on their position, in addition to being an integral part of the mechanism of prevention of cement waste, and the fall of the latter on the ground, and the most important is the definitive elimination, of the defects of the axes, whether vertical or horizontal in the construction of the walls.

[0205 ] Finally, there are three important elements of morphological and technical aspect necessary, which are referenced (7, 8, 12) , which can never be deleted or deleted in all block stereotypes, various "SB" , ( and also any form derived from them), which contains those three morphological and technical elements which are important and necessary, where these three morphological and technical elements are the essential characteristics of the present invention.

Referring to FIGS.5 in one incarnation, and an alternative incarnation, for the top and bottom of the “SB” stereotype block, which is referenced “SBB1” , and composed of two connected parts, the first part called “Mold” , and the second part called "Link" (playing the role of a link), this "SBB1" , including the upper face 1 , lower face 2 , front face 3 , rear face 4 , right face 5 , and left face 6 , which is only used for the construction of reinforced concrete columns, in a simple format (rectangle or square) which contains all the morphological and technical elements necessary for the construction of reinforced concrete columns, as well as their connection to the adjacent walls of the building, such as (injection or guide channels) , which is referenced 7 , (iron bars), which is referenced 8 , (semi-circular, or semi-oval, side channels) , which is referenced 11 , ( hidden connection chamber) , which is referenced 12 , (cavities) which are referenced 13 , (Mold) which is referenced 14 , (Protuberances) , which is referenced 15, (Link) which is referenced 16 , (Round guide in solid plastic ) , which are referenced ( SPGR ) , and also has three dimensional standards as follows:

L 600 mm X (D 200 mm, or D 250 mm, or D 300 mm) XH 200 mm.

Each of the (three standards) is used depending on the size and scope of the construction project, and the architectural plan.

Note that one or other of these morphological and technical elements necessary for construction, which had been explained and clarified by previous paragraphs, would not be re-explained, they are as follows:

The shape of the first part of the “SBB1” stereotype block, which is called “Mold” and referenced 14 , is a hollow section like a small rectangular or square basin, based on requirements, it is open from top to bottom, it is designed to build a reinforced concrete column, the function of the reinforced concrete column mold for construction, instead of a wooden box, which is used in (traditional uniform block construction system), and In this wooden mold, the appropriate iron structure is placed for the construction of the column, then poured concrete mixture (cement, sand, gravels, additives and water).

There are several vertical protrusions on the interior walls of this Mold which are referenced 15 which extend from top to bottom of this mold, the numbers and shapes of the protrusions vary: square, semi-circular, arched, or rectangular, and they generally range from six, eight to ten protrusions, and have an important function to facilitate the sliding of the iron structure appropriate to the column, inside the Mold , where they are considered on the one hand as a guide, adjusting thus the sliding of the iron structure inside the mold, on the other hand these protuberances reduce the points of friction between the interior walls of the mold and the iron structure, which ultimately only touches the points of contact with the protrusions and therefore glides quickly and smoothly.

The shape of the second part of "SBB1" , which is called "Link" and is referenced 16 , it is half of the stereotypical block "SBA1" , which contains the hidden connection chamber 12 in the underside of the link, and a single injection channel 7 which extends from the center of the upper face of the Link , to the lower face of this Link , when it opens onto the "hidden connection chamber" , this Link is considered to fill the connection function, with the walls adjacent to the reinforced concrete columns, and to connect it with the stereotype block “SB” below, through the single injection channel,

Note : The “Link” located on the right side of the mold, in the bottom row, should be the “Link” located on the left side of the mold, in the top row, and so on.

[0210 ] With the completion of the construction of this wall intertwined with (the construction of reinforced concrete columns), the first "Mould" part of this block stereotype "SBB1" became a reinforced concrete column and the second “Link” part of this “SBB1” block stereotype, has become an integral part of the wall.

Finally, we will have thus achieved cost savings for wooden boxes with reinforced columns, including the cost of materials and work, after having also avoided all the classic construction defects, linked to the fall of concrete blocks, during removal of wooden boxes.

Referring to FIGS .6 - 7 in one incarnation, and an alternative incarnation, for the top and bottom of a right (R) , or/and left (L) of the “SB” Stereotype Blocks, in angular or wedge shape, which is referenced “SBC1-R”, or “SBC1-L” , composed of two connected parts, the first part called “Mold” , and the second part called “Link” (playing the role of a link ), these “SBC1-R”, or “SBC1-L” , including the upper face 1 , lower face 2 , front face 3 , rear face 4 , right face 5 , and left face 6 , which is only used for the construction of reinforced concrete columns, in the shape of an angle, either right angle or left angle, and which contains all the morphological and technical elements necessary for the construction of reinforced concrete columns, as well as their connection to the adjacent walls of the building , such as (injection or guide channels) which is referenced 7, (iron bars) which is referenced 8 , (semi-circular or semi-oval side channels) which is referenced 11 , (hidden connection chamber) which is referenced 12 , (cavities , which is referenced 13 , (Mold) which is referenced 14 , (protuberances) which is referenced 15, (Link) which is referenced 16 , and also has three dimensional standards as follows:

L 600 mm X (D 200 mm, or D 250 mm, or D 300 mm) + L 200 mm

Each of the (three standards) is used depending on the size and scope of the construction project, and the architectural plan.

[0212 ] Referring to FIGS. 8 In one incarnation, and an alternate incarnation, for the top and bottom of the “SB” Stereotype Blocks, form T , which is referenced “SBD1” , composed of three connected parts, which is intended to be created only in wall areas crossroads in any building, so the first part called "Mold" , and the second part called "Link1" (playing the role of a link), the third part called "Link 2" , this "SBD1 " , including the upper face 1 , lower face 2 , front face 3 , rear face 4 , right face 5 , and the left face 6 , which is only used for the construction of reinforced concrete columns, in rectangular shape, and which contains all the morphological and technical elements necessary for the construction of reinforced concrete columns, as well as their connection to the adjacent walls of the building, such as ( injection or guide channels) which is referenced 7 , (Iron bars) which is referenced 8 , (semi-circular, or semi-oval, side channels) which is referenced 11 , (hidden connection chamber) which is referenced 12 , (Cavities) which is referenced 13 , (Mold) which is referenced 14 , (protuberances ) which is referenced 15 , (Links2) which is referenced 16 , and also has three dimensions as follows:

L 600 mm X (D 200 mm, D 250 mm, or D 300 mm) + L 200 mm , or D 300 mm) XH 200 mm.

Each of the (three standards) is used according to the size and scope of the construction project, and according to the architectural plan.

[0213 ] Referring to FIGS.9 In an incarnation and an alternative incarnation, for a top and a bottom of the “SB” Stereotype Blocks, which is referenced “SBE1” , and composed of two connected parts, the first part called “ Mold" , which is like a (small square basin shape), the second part called "Link" playing the role of a link, this "SBE1" , including the upper side 1 , the lower side 2 , the front side 3 , the rear face 4 , the right face 5 , and the left face 6 , are used to construct reinforced concrete frames surrounding the windows and doors, on both sides (right and left), which contain all the morphological and technical elements necessary to build reinforced concrete frames, and connect adjacent walls, such as (injection or guide channels) which are referenced 7 , (Iron bars) which are referenced 8 , (semi-circular, or semi-oval, side channels) which are referenced 11 , (hidden connection chamber) which is referenced 12 , (Cavities) which are referenced 13, (Mold) which is referenced 14 , (protuberances) which are referenced 15 , (Link) which is referenced 16 , (prominences) of 3-5 cm which are referenced 17 , (prominent protuberances) which are referenced 18 , (electric motor channel) which is referenced 19 .

There is a forward and backward protrusion, like a prominence in the side face of the (mold) of this stereotype block “ (SBE1) at a distance of 3 to 5 cm, determined by the construction plan, which is used to cover the thickness of the protective layer of polystyrene installed inside the wall, or to cover the thickness of the stone installed outside the wall, this (prominence) is referenced, 17 .

[0215 ] There are one or two (prominent protuberances) , which are referenced 18 , located at the front and rear of the side face of the (Mold) , and which extend vertically from top to bottom , and the cross sections between them, are rectangular, with a width of 4-7 cm or more, and a thickness of 1.5 cm.

The prominent rear or front protuberances are at a distance of 7 cm from the rear edge or the front edge of the side face of the “SBE1” Stereotype Block, all of which is obviously defined by the construction plan.

There is a (electric motor channel) which has referenced 19 , upper open vertical channel, with a square section, located in the middle of the side face of the (Mold) , in the last upper stereotype block “SBE1” , of the window , and extend from the top of this “SBE1” , to approximately its middle, where the ends of the axis of the electric motor are housed on each side, the function of this channel is to adjust the ax of horizontality of the electric motor, in order to avoid tilting forwards or backwards, so as not to hinder the opening or closing of the curtains, over time.

[0217 ] Referring to FIGS.10 in an incarnation of all the forms derived from this “SBE1” , following the deletion of one or more of its elements, half, or a quarter of the “SBE1” , which are referenced “SBE2” .

[0218 ] Referring to FIGS. 11 in one incarnation, and an alternate incarnation, for a top and bottom of the block stereotype "SB" , which is referenced "SBF1" which used to build a (lower threshold for windows), this "SBF1" , y including the upper face 1 , lower face 2 , front face 3 , rear face 4 , right face 5 , and the left face 6 , and containing all the morphological and technical elements necessary for the construction of the lower threshold, such as channels of injection or guidance which are referenced 7 , (iron bars) , which are referenced 8 , (semi-circular, or semi-oval, side channels) , which are referenced 11 , (hidden connection chamber) , which is referenced 12 , (Cavities) which are referenced 13 , (prominences) of 3-5 cm, which are referenced 17 , (prominent protuberances) which are referenced 18 , also with three dimensional standards, as follows:

L 400 mm X (D 200 mm, or D 250 mm, or D 300 mm) .

[0219 ] Referring to FIGS.12 in an incarnation of all the forms derived from this "SBF1" , following the deletion of one or more of its elements, or being in a half, or a quarter to the “SBF1” , which are referenced “SBF2” .

[0220 ] Referring to FIGS. 13 in one incarnation, and an alternate incarnation, for the top and bottom block stereotype "SB" , which is referenced "SBG1" in the form of a basin, open at the top and on both sides, this "SBG1" , including the upper face 1 , lower face 2 , front face 3 , rear face 4 , right face 5 , and the left face 6 , there are two side cavities 13 , which extend horizontally, along the rectangular shape of the basin, located at middle of each interior side of the front face of this “SBG1” block stereotype, and in its rear face, and which is used only to construct, a (upper threshold, for windows and doors), containing all the morphological elements and techniques required to construct the upper sill, such as (prominences) of 3-5 cm, which are referenced 17 , (Gap) which is referenced 20 , and also has 3 standard dimensions, as follows:

L 400 mm X (D 200 mm, or D 250 mm, or D 300 mm) and inside this gap, the appropriate iron structure will be placed, then the concrete mixture (cement, sand, gravel, additives and water) will be poured into it until filling.

[0221 ] Referring to FIGS.14 in an incarnation of all the forms derived from this “SBG1” , following the deletion of one or more of its elements, half, or a quarter of the “SBG1” , which are referenced “SBG2” .

Referring to FIGS.15 In one incarnation, and an alternate incarnation, a top and a bottom of the Stereotype Block “SB” , which is referenced “SBH1” , including the upper face 1 , lower face 2 , front face 3 , rear face 4 , right face 5 , and left face 6 , which is used only to construct a (reinforced concrete bridges), which is placed above very last rows of the constructed walls, it consists of a (Gap) which is referenced 20 , in the shape of a rectangular basin, open from the top, and completely on both sides, it also has two square slots at the bottom, which are called (square injection slots) and are referenced 22 , which are in direct contact with the upper face of the “SB” Stereotype Blocks below.

Which is filled with the concrete mixture, after putting all the iron structures suitable for these bridges, inside the upper horizontal basin of these “SBH1” stereotype blocks, to pour the concrete mixture, which extends to all the walls of the building, to form a safety belt with the reinforced concrete bridges, enveloping all the walls of the building, and connecting them to each other, by interlocking all these iron structures for the reinforced concrete bridges, with all iron structures for reinforced concrete columns, and this “SBH1” , contains all the morphological and technical elements necessary for construction, such as (Gap) which is referenced 20 , (square injection slots) which are referenced 22 , (partially open channels of electrical, heating, sanitary) which are referenced 9 , (square connection channel) which is referenced 23 , and also has a six standard dimensions as follows:

L 400 mm or 200 mm X (D 200 mm, or D 250 mm, or D 300 mm) 'architecture.

Referring to FIGS.16 in an incarnation of all forms derived from this "SBH1" , following the removal of one or more of its elements, or being in a half, or quarter to the "SBH1" » , which are referenced “SBH2”.

Referring to FIGS .17 .18 .19 In one incarnation, three “SB” Stereotype Blocks, in one form: female, male, and terminal, are used only in the construction of reinforced concrete roofs, which are referenced, “BSI1” as a female form, “BSJ1” as a male form, “BSK1” as a terminal form, and as a row, including all three of these Block Stereotypes “B. S" , with their iron structures, the "BSI1" , including the upper face 1 , the lower face 2 , the front face 3 , the rear face 4 , the right face 5 , and the left face 6 , and containing four necessary morphological and technical elements for the construction of reinforced concrete roofs, such as (partially open channels of electricity, heating, sanitary facilities) , which are referenced 9 , (Gap) which is referenced 20 , (hollow tunnels) , which are referenced 21 , (curved base) which is referenced 24 , and also has a standard of (three dimensions), as follows:

L 600mm X W 200mm X H 200mm.

The (hollow tunnels) which are referenced 21 , they are located in the right side, and the other in the left side, of the three “SB” Stereotype Block shapes, and contain one, two, or three hollow tunnels , their number is determined by the approved construction plan, these tunnels are wide, and open at the front and rear of these three stereotypical roof blocks, which are: "SBI1", "SBJ1", "SBk1".

The (Gap) which is referenced 20 , is located between the right and left hollow tunnels, in a trapezoidal shape, which is open at the top at the front and rear of the three stereotypes of “SB” blocks of the roof, this ( Gap) is a suitable place to position the iron structures necessary for the reinforced concrete bridges for the roof, and distributed over the rows of these stereotypes of “SB” blocks , which cover the entire roof, also a thick layer of reinforced concrete will be poured covering the entire roof, after spreading the iron mat, over the entire surface of the roof, connecting all its iron components.

[0228 ] The (curved base) which is referenced 24 , where the upper surface of this curved base plays an important role in reducing the points of friction, between the upper surface of the curved base, and the iron structure, and for facilitate the positioning of the iron structure in this space.

[0229 ] When the special method, in the present invention, includes all the necessary means and accessories linked thereto, such as the two (intertwined) metal tubes which are extended horizontally, six (shapes of metal structures), ( rigid plywood), and one ( BIP – SPR – SGR - SPGR) .

[0230 ] Referring to FIGS. 20 in an incarnation of horizontally overlapping metal tubes, where there are two hollow metal tubes with square sections, one is external, the other is internal, which are extended horizontally, where one of them enters in the other which are called (intertwined) , and there are several standard dimensions of intertwined metal tubes, but it will be mentioned three standards as examples which are referenced L 1, L2, L 3 , where the lateral length of the outer square is is between (7.5 and 9.5 cm) , and the side length of the inner square is between (7 and 9 cm) , where each of (these dimensions), is used depending on the size of the construction project, the architectural plan as follows:

[0231 ] In the first standard measurement, metal tubes (intertwined) , where the length of the outer tube is 100 cm , the length of the inner tube is 110 cm , these 2 tubes (intertwined) can be used to support ceilings whose width is between 100 and 200 cm , which is referenced (L 1) .

In the second standard measurement, overlapping metal tubes, where the length of the outer tube is 210 cm , the length of the inner tube is 220 cm , these 2 tubes (intertwined) can be used to carry ceilings whose width is between 210 and 410 cm , which is referenced (L 2) .

In the third standard measurement, overlapping metal tubes, where the length of the outer tube is 360 cm , the length of the inner tube is 360 cm , these 2 tubes (intertwined) can be used to carry ceilings whose width is between 360 and 700 cm , which is referenced (L 3) .

There are the (accessories) of these (intertwined) metal tubes, such as the (entry and withdrawal handle) , which is referenced (25) , and installed on the underside of the inner tube, the (screw 'installation) which is referenced (26) is installed on the underside of the outer tube, the several (square horizontal level control rings) are referenced ( 27) , and easily moved along the inner tube, and the lateral length of each of these square rings is between 7.5 and 9.5 cm .

These standard (interwoven) metal tubes are carried by the (rigid plywood) panels, which in turn carry all the various "BS" ceiling rows such as ( "SBI1", "SBJ1", "SBK1") and its appropriate iron roof structures.

[0236 ] The metal tubes (intertwined) are extended horizontally, in a row of parallel roof, where the distance, between each metal tube (intertwined) , with the other is (50 cm) , then the (rigid plywood) is placed on these metal tubes (intertwined) , to cover the surfaces of all places on the ground, and will be carried, on a vertical metal support.

[0237 ] Referring to FIGS. 21 In one incarnation, a different form of iron structures, formed using electro-welding, to bond their components together, which includes iron structures of reinforced concrete (columns, bridges at the ends of walls upper, and the various bridges, extended within the male and female stereotype, and the termination of the roofs), these iron structures, by design, have six basic shapes as follows:

[0238 ] An iron structure for reinforced concrete columns, in the shape of a square or rectangle, which is referenced M1 .

[0239 ] An iron structure for reinforced concrete columns, in the shape of a right or left angle, which is referenced M2 .

An iron structure used for reinforced concrete bridges, at the upper end of walls, or for reinforced concrete bridges, which is extended across the terminal stereotype of the roof, in a triangular shape, which is referenced M3 .

An iron structure for reinforced concrete frames, which is placed at the top of horizontal frames, which is used in windows and doors, of circular shape, which is referenced M4 .

[0242 ] An iron structure, for reinforced concrete bridges, which is extended through the stereotypical male “SB” blocks of the roof, in the shape of a trapezoid, which is referenced M5 .

[0243 ] An iron structure, to reinforce reinforced concrete bridges, and extended across the male and female stereotype blocks of the “SB” of the roof, in the shape of a trapezoid, with above a smaller inverted trapezoid, which is referenced M6 .

[0244 ] Then the “SB” roofs will be placed on the carpet of metal tubes (intertwined) and plywood, as parallel and contiguous rows, starting (for example) in a row “SBI1” , then in a row “SBJ1 " , then in a row "SBI1" , and so on, and finally in a row "SBK1" .

After that, each of the iron structures will be placed inside the various rows of “SB” roofs, which are ( “SBI1”, “SBJ1”, “SBK1”) , to fit in, in order to pour through- on top of it a concrete mixture (cement, sand, gravel, additives, water) until filling, and in addition, to form a layer of concrete mixture (cement, sand, gravel, additives, water), with a thickness of ( 5-10 cm) , poured on top and will thus cover the surface of all roofs on any floor.

When this floor of the building is completely completed, the same principle applies for the other remaining floors of the building, following the same construction steps as for the previous floor, and so on, until the last floor of the building is completely finished.

[0246 ] Regarding the subject of metal supports, it should not be forgotten to mention that these (intertwined) metal tubes, and the (rigid plywood) panels, will be reused several times, for a long time, in several projects , without the need to change them, because they do not consume or even they would have been affected by the concrete that would have flowed on the roof components.

Furthermore, neither the use of clamps or screws would have been necessary, to install the (rigid plywood) panels, on the (interlaced) tubes which overlap, but only the weight of the stereotypes of blocks of the ceilings, which located above the (rigid plywood) panels is sufficient, thus a significant cost reduction would have been achieved.

Referring to FIGS. 22 in one incarnation, of several tools, which are used in the special method of the present invention, such as ( BIP – SPGR – SGR - SPR – MB) , as follows:

The (Basic Installation Part) which is referenced ( BIP ), a solid plastic part, in an incomplete circular shape, cut from the front with an arc bead of 25 mm , its thickness of 40 mm , and in the middle of this tendon there is a small hole which is the place of installation of the screw, and the diameter of this incomplete circular piece, ranging from 30 to 50 mm , which is determined by the architectural plan, which is always less than 2 mm of the diameter of the (partially open electrical extension channels) , there are a large number of these parts located inside these partially open electrical extension channels, perpendicular to the vertical axis of the channel , and it plays a very important role, where it can be installed some aspects on the wall, such as (gypsum board, paneling, and all covering works for walls and decoration) without using drilling or punching of walls, and at the practical level it is of primary importance for economy and reduction of (labor) costs.

A(Round Guide in Solid plastic), which refers to(SPGR), with a diameter of3.5cmand a length of35cm, which are easily entered and exited (slidable), and which temporarily remain in the(injection and guide channels), located in each“SB”, in any row, where these two( SPGR ), enter for example in the two(injection or guide channels), of the first row, and continue to enter until the end of the two (injection or guide channels) of length20cm, by passing them to enter the(injection or guide channels)which are exactly matching and similar and located below.

The function of this ( SPGR ) , is to adjust the position of the main “SB” in the first row, with the other row below, with precision and consistency, as well as to adjust the corresponding vertical and horizontal axes of those upper and lower of the “SB” , and the stay of these two (Solid Plastic Round Guide) which are referenced ( SPGR ) , is temporary before injection.

when there is a (Standard Round Guide) , which is referenced ( SGR) , to position the small iron rods inside these channels, to create (the cumulative partial reinforcement of the iron bars, for the construction of the walls), through this (SGR) , and to determine the distance of descent of (iron bar), we thus repeat the operation of the descent of these small iron bars, inside all the (channels of injection or guidance) .

There is a (Small Plastic Bar) which is referenced “SPR” , its length of 2.2 cm , and its diameter, depending on the rate of miniaturization of the shape, in the middle of which, there is a circular disc with a diameter of 0.75 cm , and its thickness of 1.5 mm , its function is to connect the upper miniature form with the lower miniature form, entering 1 cm of it into the injection channel in the lower face of the upper miniature, and 1 cm of it in the upper face of the lower miniature.

And also there is a (Metal Base) which is referenced “MB” , which is used for the installation of metal tubes (intertwined) , and the panel ( rigid plywood) .

Referring to FIGS. 23 in one incarnation, at a front and bottom wall face, contains 3 rows.

Referring to FIGS. 24 in one incarnation, the top and front faces of the wall contain 3 rows.

Referring to FIGS.25 in one incarnation, for placing iron bars in the wall vertical section, contains 3 rows.

Referring to FIGS. 26 in one incarnation, the top and front faces in the wall vertical section, contains 3 rows.

Referring to FIGS.27 in one incarnation, the last high row in a wall, contains 3 rows.

Referring to FIGS.28 in one incarnation, for a wall of various stereotype blocks, contains 2 rows.

Referring to FIGS.29 in one incarnation, the first row of all wall “SB” shapes, contains 2 rows.

Referring to FIGS.30 in one incarnation, to place an electric motor from 2 ends on 2 window stereotype blocks, “SBE1 ”.

The second area of the current invention: is to produce (Micro Plastic Stereotype Blocks) which are referenced (MPSB1) , as plastic shapes, are exactly identical, to all the different shapes of "Stereotype Blocks" , therefore , everything reported in the detailed description of the invention on all the various real “SB” Stereotype Blocks , are completely applicable, so no need to repeat them here the detailed description of the invention, on all the diversity of (Micro Plastic Stereotype Blocks) , nor that of the various references for each of the standard forms, but all the standard forms which are referenced, "MPSB1" , and the various forms derived from them, following the deletion of one or more of its elements, half or a quarter of the “MPSB1” , which are referenced, “MPSB2” .

Referring to FIGS. 31 . In some incarnations, large numbers (Micro Plastic Stereotype Blocks) , such as plastic shapes, are exactly identical to the various forms of "stereotype blocks", and which are referenced, as mentioned above, "MPSB1", and " MPSB2”.

These “MPSB1”, and “MPSB2”, are a micro model for all buildings to be implemented, In accordance with (Solid Construction System - Integrated) , which may be necessary, for all engineering offices, colleges of architectural engineering, and professional masonry schools in the field of building construction, in order to give a first preliminary design, of these projects, and to clarify the special method of implementation to achieve all the requirements of the (System of Integrated Solid Construction) .

We will thus be able to create specialized technical staff, on this special method of (Solid Construction System – Integrated) , through real training of staff in the field, with the use of a real Stereotype Blocks, as well as by training them in the use of plastic micro stereotype blocks, to configure several models, there are dimensions of several standards of plastic micro shapes, which are exactly identical, to all the different real shapes of “stereotype blocks” , as follows: the minimum of a standard size of the plastic Micro shape identical to the real shape of the (Stereotype Blocks) is 7.5% of the original real size of the (Stereotype Blocks) .

The maximum of a standard size of the plastic micro shape exactly identical to the real shape of (Stereotype Blocks) , is 15% of an original real size of the (Stereotype Blocks) .

Therefore, any miniature scale can be chosen between 7.5% and 15% of the original actual size of the (Stereotyped Blocks) .

Claims (12)

The "stereotype blocks" for a solid - integrated construction system, containing a new industrial design of the "Stereotype Blocks" which is referenced "BSB1" or "BSB2" , including: upper face 1 , lower face 2 , front face 3 , rear face 4 , right face 5 , and left face 6 , in rectangular form, used to construct only the basic row, which is always located under the first row, containing all the morphological and technical elements necessary for construction, which are referenced (7-8-9-22) , see (FIGS 1-2) . Based on the above, and according to claim No. 1 relating to the named morphological-technical element (electrical, heating, sanitary partially open channels), which is referenced (9), which is located in the "SB" , "BSB1" or "BSB2". The "Stereotype Blocks" for a solid - integrated construction system, containing a new industrial design of "Stereotype Blocks" which is referenced“SBA1”Or“SBA2”, where including: upper side1, lower side2, front face3, rear side4, right facing5, left side6, in rectangular shape, which used only to construct the walls of Building, and containing all the morphological and technical elements necessary for construction. which are referenced(7-8-9-10-11-12-13), see(FIGS 3-4). Based on the above, and according to claim no.2relating to the combination of two important elements, the first being a named morphological-technical element (electrical, heating, sanitary partially open channels), which is referenced(9), which is located in the“SB”,“SBA1” or “SBA2”,and the second is an important part called basic installation part and it is referenced(GDP), it enters inside the (electrical, heating, sanitary partially open channels), which is referenced (9), it can install anything on the walls without using drilling or perforation of the walls, Read the article [0249]. The “Stereotype Blocks” for a solid – integrated construction system, containing a new industrial design of “Stereotype Blocks” which is referenced“SBB1”Or“SBB2”, where including: upper side1, lower side2, front face3, rear side4, right face5, and left face6, in rectangular or square shapes, which are used to construct the reinforced concrete columns as well as their connection to the adjacent walls of the building, and containing all the morphological and technical elements necessary for construction, which are referenced(7-8-11-12-13-14-15-16), see(FIG 5). Based on the above, and according to claim no.3relating to the combination of three important morphological-technical elements which is found in the“SB”,"SBB1" or "SBB2",And are named and referenced{Mold14, Link16, Protuberances15},This leads to a fusion between the wall and the column, and this achieves the aim of the invention in terms of solid – integrated construction. The "Stereotype Blocks" for a solid - integrated construction system, containing a new industrial design of "Stereotype Blocks" which is referenced“SBC1-R”Or“SBC1-L”, where including: upper side1, lower side2, front face3, rear side4, right facing5, and left face6, shaped likecorner, either right angle or left angle, to construct the reinforced concrete columns as well as their connection to the adjacent walls of the building, and containing all the morphological and technical elements necessary for construction, which are referenced(7-8-11-12-13-14-15-16), see(FIGS 6-7). Based on the above, and according to claim no.4relating to the combination of three important morphological-technical elements which is found in the“SB”,"SBC1-R" or "SBC2-L",and are named and referenced{Mold14, first Link on one side16, second Link on the other side16},This leads to two fusions between the Wall and the column on one side and the column and the Wall on the other side, and this achieves the goal of the invention in terms of solid – integrated construction. The “Stereotype Blocks” for a solid – integrated construction system, containing a new industrial design of “Stereotype Blocks” which is referenced“SBD1”, where including: upper side1, lower side2, front face3, rear side4, right facing5, and left face6, shapedT, to construct the reinforced concrete columns as well as their connection to the adjacent walls of the building, and containing all the morphological and technical elements necessary for construction, which are referenced(7-8-11-12-13-14-15-16), see(FIG 8). Based on the above, and according to claim no.5relating to the combination of a Wall with three important morphological-technical elements which is found in the“SB”,"SBD1",and are named and referenced{Mold14, first Link on one side16, second Link on the other side16,a wall on the third side},Which leads to three fusion between the Wall and the column on one side and the column and the first Link on the other side, and the column and the second Link on the third side, this achieves the aim of the invention in terms of solid construction – integrated. The "Stereotype Blocks" for a solid - integrated construction system, containing a new industrial design of "Stereotype Blocks" which is referenced“SBE1”Or“SBE2”, where including: upper side1, lower side2, front face3, rear side4, right face5, and left face6,which is composed of two connected parts, the first part called "Mould", like a small square basin shape, the second part called "Link" (playing the role of a link), which used to build reinforced concrete frames surrounding the windows and doors, as well as their connection to the adjacent walls of the building, and containing all the morphological and technical elements necessary for construction, which are referenced(7-8-11-12-13-14-15-16-17-18-19), see(FIGS 9-10).
Based on the above, and according to claim no.6relating to the combination of two important morphological-technical elements which is found in the“SBE1”Or“SBE2”,and are named and referenced{Electric motor channel19, to position the ends of the electric motor shaft in a controlled position horizontally, front and back, and Prominent Protuberances18, used to facilitate the positioning of windows, and adjust their horizontal and vertical axes}.
This leads to achieving the full specification of the construction method in terms of adjusting the horizontal and vertical axes to save time and labor and reduce costs. The “Stereotype Blocks” for a solid – integrated construction system, containing a new industrial design of “Stereotype Blocks” which is referenced“SBF1”Or“SBF2”, where including: upper side1, lower side2, front face3, rear side4, right face5, and left face6, which used to construct the lower sill for windows, and containing all the necessary morphological and technical elements of construction, which are referenced(7-8-11-12-13-17-18), see(FIGS 11.12).
Based on the above, and according to claim no.7relating to the combination of three important morphological-technical elements which is found in the“SBF1”Or“SBF2”,and are named and referenced{Where the combination between the hidden connection chamber12, and the guide and injection channels7,is very important For a solid connection between all parts of the construction, and there combination between guide and injection channels7,and the iron bars8, is also very important For cumulative partial reinforcement of walls. The “Stereotype Blocks” for a solid – integrated construction system, containing a new industrial design of “Stereotype Blocks” which is referenced“SBG1”Or“SBG2”, where including: upper side1, lower side2, front face3, rear side4, right facing5, and left face6, there are two side cavities extending horizontally, to build an upper sill for windows and doors and containing all the morphological and technical elements necessary for construction, which are referenced(17-20), see(FIGS 13-14).
Based on the above, and according to claim no.8relating to the combination of cylindrical iron structure and two important morphological-technical elements which is found in the“SBG1”
Or“SBG2”,and are named and referenced{gap20,two Prominent One in the front and one in the back17, cylindrical iron structureM4 },Where the combination between the cylindrical iron structureM4, the gap20,and the two Prominent, Leads to the construction of the upper sill of windows and doors, as well as the covering of stone protrusions on the exterior and the covering of polystyrene insulating protrusions on the interior. The "Stereotype Blocks" for a solid - integrated construction system, containing a new industrial design of "Stereotype Blocks" which is referenced“SBH1”Or“SBH2”, where including: upper side1, lower side2, front face3, rear side4, right facing5, and left face6, which is extended above all the walls of the building to form a safety belt with the reinforced concrete bridges, and containing all the morphological and technical elements necessary for construction, which are referenced(9-20-22-23-28), see (FIGS 15-16).
Based on the above, and according to claim no.9relating to the combination of three important morphological-technical elements which is found in the“SBG1”Or“SBG2”,and are named and referenced{a Metal BaseMB 28,installed on the wall, square connection channel23,and a Metal BaseMB 28,installed on the opposite wall},Which leads to the formation of a triple bond, connecting overlapping horizontal pipes to each other with the two opposing walls, to form a solid mat that holds all the roof components to build it (roof bricks, roof structures steel and concrete mix, and This meets the requirements of the solid – integrated construction system. The "Stereotype Blocks" for a solid - integrated building system, containing three new industrial design of similar "Stereotype Blocks", which is referenced“SBI1”,“SBJ1”, “SBK1”where including: upper side1, lower side2, front face3, rear side4, right facing5, and left face6, as a female form, to construct reinforced concrete roofs, and containing all the morphological and technical elements necessary for construction, which are referenced(9-20-21-24), see(FIG 17).
Based on the above, and according to claim no.10relating to the combination of three important morphological-technical elements which is found in the“SBI1”, “SBJ1”, “SBK1”and are named and referenced{There base curved24,The gap20,the appropriate iron structuresM3, OrM5, OrM6},Where the element (Lacon) no.20and element (The Curved Base) no.24embrace appropriate iron structures, So that the iron structure or concrete mix does not touch the cured plywood panels while transporting the ceiling components after concrete pouring for two or three weeks, and thus the plywood will use for a very long time time and does not change, and This leads to achieving the objectives of the invention with high specifications and reduced costs. The new industrial design of intertwined metal tubes and which are referenced "L1-L2-L3" , where it includes two hollow metal tubes with square sections, one of them is external and the other is internal, which are extended horizontally where one of them enters the other, and they have three standard measurements to carry a ceiling in width between (110 to 200 cm), or (210 to 410 cm), or (360 to 700 cm and containing all the morphological - technical elements necessary for the roof of the building, which are referenced (25-26-27) , see (FIG 20) .
Based on the above, and according to claim No. 11 relating to the combination of three important technical elements which are named and referenced to the entry and withdrawal handle 25, installation screw 26, square control rings of horizontal level 27, MB 28}, To form a quadruple bond that ties all the elements mentioned above together in a strong and intertwined manner, and This is in accordance with the plan of the specialized implementation method of the construction system solid – integrated. New industrial designs of (Plastic Micro Stereotype Blocks) which are referenced "MPSB1" or "MPSB2", including plastic micro stereotype blocks which are exactly identical, to all the different realistic shapes of the "stereotype blocks ".
On the basis of the above, and according to claim no. 12 relating to the combination of Micro Plastic Stereotype Blocks which are referenced {"MPSB1" or "MPSB2"} using to configure micro shapes for all the buildings to be implemented work, in accordance with the solid – integrated construction system which are necessary, in all engineering offices, architectural engineering colleges, and, professional masonry schools related to the construction of buildings, to give a first preliminary design , for these projects, the minimum size of plastic micro stereotype blocks is 7.5% of the original actual size of the stereotype blocks, and the maximum size of plastic micro stereotype blocks is 15% of an original actual size of stereotypical blocks. , see (FIG 31).