Curves of Clay: Bóvedas del Bajío
Transcripción
Curves of Clay: Bóvedas del Bajío
Curves of Clay: Bóvedas del Bajío ALFONSO RAMÍREZ PONCE* RAFAEL RAMÍREZ MELÉNDEZ† Introduction Since the beginning of time, man has had to confront the world around him in order to survive. To this end, he has had to create a vital second skin, thereby transcending his biological skin. This second skin has come to be termed Architecture. The building of this second skin was begun with Man’s dreams and out of the raw materials which nature provided for him. Buildings made of materials such as stone, wood, cane, clay, and brick are to be found in different regions of the world throughout Man’s history. The specific techniques employed in these buildings form an integral part of our cultures and our building traditions. The comprehensive knowledge of materials and their corresponding building techniques has become a vital necessity, given the backdrop of an ever increasing demand for living space, particularly housing. Moreover, it has become vitally important to rationalise the building process in order to achieve the lowest possible cost. Figs. 1 and 2. Constructing the bóvedas del Bajío * † Nacional University of Mexico, Faculty of Architecture, C.U., MEXICO D.F., [email protected] Pompeu Fabra University, Technology Department, Ocata 1, Barcelona, SPAIN, [email protected] Alfonso Ramírez Ponce and Rafael Ramírez Meléndez This paper aims to describe, analyse, and formalise some of the fundamental properties of a popular construction technique for building brick vaults without any use of framework or any additional reinforcements whatsoever. The technique is of collective invention in Mexico dating back to the nineteenth century. Brick vaults, made only out of several pieces of clay and the intuition and skillful hands of craftsmen, apart from offering an economical solution even to this day to the housing problem, possess both an architectonic and mathematical beauty. The paper is organized as follows: background; a description and examples of the technique we have termed “the leaning brick”; a mathematical formalization of the surface generated by this type of construction technique; and some conclusions and indications of areas of future research. Background Throughout history, there have been many different techniques for building covers with brick. According to their structural characteristics, the covers may be divided in two main groups: covers in which the brick works only as a final encasement, and covers in which the brick is also part of the supporting structure. This second group may be further divided into “layered” covers and “leaning” covers. Our technique is inside this last subgroup. Historically, the most ancient are the Nubic vaults of adobe, in southern Egypt which were built at least 3,300 years ago. One example of this which can still be seen today is in the Rameses funereal centre, in the Valley of the Kings, on the banks of the Nile opposite the city of Luxor. Later, around the third century, we have the vaults built in Persia. Later still, in the tenth century, are the incorrectly named “false Mayan arches”, built with limestone in Yucatan (Figs. 3, 4). Figs. 3 and 4. Examples of “false” Mayan arches The misnomer is due to the fact that these structures are not really arches; the stones in the Mayan structures do not transmit their loads from the top to the base, but are rather simply superimposed on the stones underneath with a small salient part (more or 2 Curves of Clay: Bóvedos del Bajío less a fifth) coming out. This results in a structure forming a steep “A” shape. Thus, the last stone placed on top of the structure which joins the two inclined planes is not a keystone but a simple lid. Generally, this kind of structure had a limited depth and was used to cover thresholds, doors or transition spaces. However, a structure with several metres of depth is structurally a vault and may cover an inhabitable space. Thus, the Mayan structures are really vaults initially formed by inclined flat surfaces as in the cuadrángulo de las Monjas (Quadrangle of the Nuns) in Uxmal, and later forming curved surfaces as in Labná. Finally, we have the bóvedas del Bajío (vaults from the Bajío) in central Mexico. These vaults and the Nubic vaults mentioned earlier are based on the same basic principle, reinforced bricks or bricks slightly tilted and leaning on one another. They are however quite different both in terms of the type of brick used—adobe bricks in Nubia and small bits of baked brick in Mexico, and limestone in Egypt—and also in the way the bricks lean on one another (Figs. 5a and 5b). Fig. 5. a (left) Nubic vaults; b (right) elongated brick vault In Nubic vaults the bricks lean against a wall which is higher than the other supporting walls. In the Mexican vaults the supports are the smaller sides (in the case of an elongated dome) or the corners—literally just the points—(for square-shaped vaults); this shall be shown in the corresponding diagrams. In Mexico, this technique dates from the second half of the nineteenth century and there are two possible sites of origin: San Juan del Rio in the state of Queretaro and Lagos de Moreno in Jalisco. These structures have been constructed since the nineteenth century and are the object of our research. The “Leaning Brick” Technique The “leaning brick” is a popular construction technique which is at the same time millenary and modern. This technique is used for building roofs and covers with bricks without any framework or any kind of external support, making it a very economic way of covering space. Moreover it can be used between floors in a housing block or to cover an open area such as a terrace. It is a technique which can be learnt by professional builders as well as self-taught builders. It is an ingenious technique, as will be illustrated later, not invented by architects or engineers, but instead the fruit of common knowledge, all too often ignored or disregarded by professionals and academics. Hence the reason that it is not taught in colleges and is therefore in decline. The technique allows spaces of 3 Alfonso Ramírez Ponce and Rafael Ramírez Meléndez up to ten metres wide to be covered and is ideal for the vast majority of architectural spaces, especially living spaces in individual or collective housing, and spaces destined for educational or public service use. The technique’s low cost is based on three underlying conditions. The first, as mentioned earlier, is that no scaffolding or additional supports are required whilst the cover is being built. Secondly, low cost materials are used, such as the common handmade clay brick or, alternatively, wet clay brick commonly known as adobe, or an earth-cement brick in proportions of one to ten. Lastly, the labour-to-time ratio is highly efficient, on average just two hours manpower are needed to complete one square metre of cover. Given our “build to finish” concept, that means that the vault’s lower section would be completed. The technique does not even need additional iron or concrete reinforcements, just clay bricks and building expertise. The brick used, called cuña, measures 5x10x20 cm (1000cm3) (Fig. 6a). It has a resistance that fluctuates between 60 and 75kg/cm2 and an approximate weight of 1.5 Kg. In the case that a brick of these dimensions cannot be obtained or if it is too costly to manufacture it, the standard wall brick can also be used, either whole or cut in half; in Mexico, the standard wall brick’s dimensions are 6x12x24 cm. (Fig. 6b). Fig. 6. a (left) the cuña ; b (right) the standard Mexican brick The mortar used is a mix of chalk, cement, and sand, similar to that used for walls. This low level of resistance means that it can be cut in half manually with the builder’s trowel (an important requirement for the timely building of vaults). A skilled craftsman with the aid of a helper is able to achieve up to seven or eight square metres per day. In other words, each square metre of vault takes two hours work, a figure which is three or four times lower than the man hours necessary to complete a concrete cover. It is important to emphasise this point as this kind of technique is often criticised for being too artesanal, overlooking the fact that to build a concrete cover requires three or four times more hours/man per square metre. The Process When applying this technique, generally the vaults are built to cover a flat area limited by a rectangular or square horizontal perimeter. When the spaces to be covered do not take one of the aforementioned forms, then they are forcibly “regulated”. 4 Curves of Clay: Bóvedos del Bajío Fig. 7. Vaults built to cover a flat area limited by a rectangular or square perimeter Fig. 8 (above); Fig. 9 (below, left and right) 5 Alfonso Ramírez Ponce and Rafael Ramírez Meléndez Fig 10. Examples of vaults. The covers can be regular surfaces, generally rectangles of different proportions and squares. However, any regular or irregular polygon can also be covered with the system by subdividing the space in small sections. 6 Curves of Clay: Bóvedos del Bajío In other words, if the area to be covered is L-shaped, then the craftsman or architect requests for an intermediate beam to be placed, such that the L is now subdivided into two rectangular shapes. Twelve years ago when we began our experiments, we always based them on the conditions of the internal space, i.e., the space to be lived in, and as a consequence we changed the vault’s horizontality and its enclosing perimeter line. The perimeter of the spherical sections we build can be regular or irregular. Moreover the lines that make it up can be straight, curved or mixed lines and also horizontal or inclined. These lines are the surface’s directives. Occasionally the directives are concrete sections and at other times they are commercial metal angles. On the other hand, the lines of brick which compose the surface have different dimensions and as they move on the surface they become its generators (Figs. 8 and 9). The mortar is placed in such a way that the inferior part of the bricks is enveloped in mortar whilst gaps are left in the upper part of the bricks. This is so that when the vault is covered from above the mortar penetrates into the brick joints. Only two people work on the vault, the bovedero (the vault builder) and his helper. The latter takes care of rendering and cleaning the interior of the vault as the work progresses. This, it seems to us, is a very unique and intelligent construction technique. Rather than confronting and fighting gravity, it assumes immediate defeat. But it is thanks to the technique’s surrender, and other assisting factors such as its light weight—that of a small brick—that it gains its stability and its vaulted form. Within the process there are three key characteristics of the technique. Firstly, the bricks are placed one on top of the other in continual succession. Second, the bricks to be supported need to be small and light (completely the opposite of those large and heavy bricks whose purpose it is to support). With small reductions in its dimensions, the brick goes from 1728cm3 to just 1000cm3 and it weighs only 60% of a wall brick. Third, the vault brick, unlike a wall brick, is used dry (wall bricks are wetted before being used) to increase the adhesion. The mortar is made up of cement, chalk, and sand in proportions of 1:1:8 or 1:1:10 (Figs. 10 -12). Fig. 11. Another possible vault configuration 7 Alfonso Ramírez Ponce and Rafael Ramírez Meléndez Fig. 12. Examples of vaults and configurations. 8 Curves of Clay: Bóvedos del Bajío Mathematical Analysis Background. Generally we think of a function as a correspondence which associates to each element of a set X, an element and only one element of another set Y. The set X is called the domain of the function. Typically, the domain of such functions is the set of points of the X-axis. These functions are generally called functions of one real variable. It is easy to extend this idea of a function to functions of two or more real variables: a function of two real variables is a function whose domain X is a set of points in the xy plane. If we call f such function, its value at point (x,y) is a real number denoted by f(x,y). It is easy to imagine how such a function can represent a practical situation in architecture. For instance, consider a situation in which we are interested in determining the height of a ceiling of a room. We may represent the height of the ceiling at a certain point by f(x,y) where the domain of the function is the set of all points (x,y) which correspond to points in the room´s floor. Surface integrals. A surface integral can be imagined as the equivalent in two dimensions to the linear integral, a surface being the region of integration instead of a curve. There are three main representations of a surface. One is the implicit representation which considers a surface as a set of points (x,y,z) that satisfies an equation of the form F(x,y,z) = 0. Sometimes it is possible to isolate one of the variables in the equation, e.g. z, from the other two, e.g. x, y. When this is possible, we can obtain an explicit representation of the form z = f(x,y). There exists a third surface representation method which is more useful for the study of surfaces. The parametric representation uses three equations to express x, y, and z as a function of two parameters u and v: x = X (u, v ) , y = Y (u, v ) , z = Z(u, v ) Applying these equations, the surface defined by the points (x,y,z) is the image of a two-dimension connected set T defined by the points (u,v). In order to combine these three equations, a vector r is introduced which connects the origin (0,0,0) and a generic point (x,y,z) on the surface. This results in the so-called vector equation of the form: r (u, v ) = X (u, v )i + Y (u, v )j + Z(u, v )k where (u, v ) ∈ T It turns out that the area of a (parametric) surface S, denoted by a(S), is determined by the double integral a (S) = ∫∫ δr δu × δr δv du dv T Thus, in order to calculate the area of S, it is necessary to firstly calculate the fundamental vector product δr δu × δr δv and then integrate its length in the region T. Sometimes δr δu × δr δv is expressed as δr δu × δr δv = δ(Y , Z ) δ(u, v )i + δ(Z, X ) δ(u, v )j + δ(X , Y ) δ(u, v )k in which case we have 9 Alfonso Ramírez Ponce and Rafael Ramírez Meléndez a (S) = 2 2 2 ∫∫ (δ(Y , Z) δ(u, v )) + (δ(Z, X ) δ(u, v )) + (δ(X, Y ) δ(u, v )) du dv T If the surface S is explicitly given by an equation of the form z = f(x,y), x and y can be used as parameters and the fundamental vector product is δr δu × δr δv = 1 + (δf δx )2 + (δf δy )2 dx dy and the integral for calculating the surface of the area takes the form a (S) ∫∫ 1 + (δf δx )2 + (δf δy )2 dx dy T where the region T is the projection of S on the xy plane. The Vault Surface as a Mathematical Function Vault constructed on a square perimeter. The first step towards a mathematical analysis of the vaults we described is to formalize their surface as a function of two real variables. Consider for simplicity, a vault of height 1 constructed on the perimeter of a square of 2 by 2 (the generalization to a height and rectangular perimeter of arbitrary dimensions is straightforward). The resulting vault would look like the one in figure 13. Fig. 13 For any point p=(x,y) in the xy plane, in particular for any point inside the area delimited by the perimeter of the square of 2 by 2, we have: Fig. 14 (left) tan θ = y x . Fig. 15 (right) 10 Curves of Clay: Bóvedos del Bajío Thus, θ = arctan(y x ) Also, if we denote X = (x 2 + y 2 ) , then X 2 + z 2 = D2 where z represents the point in which the line perpendicular to the plane xy and passing by the point p = (x,y), intersects the curve defined by the vault (see figure 3). That is, z = f(x,y) where f is the function of two real variables that we are seeking. D is the distance from the point (x,y,z) to the origin. Thus z, representing the expression we are interested in, is defined by the equation z = D2 − X 2 D can be defined as a function of X and θ. Let g(X, θ) be such a function: g (X , θ ) = 1 + 2 − 1 X 2 tan θ . Fig. 16 is a graphical representation of g(X, θ): ( ) Fig. 16. Thus, z = (D2 − X 2 ) becomes 2 z = ⎡(1 + ( 2 − 1)(x 2 + y 2 )(y x )) − (x 2 + y 2 )⎤ ⎢⎣ ⎥⎦ if x ≠ 0 and given that tan θ = y/x and X = x 2 + y 2 , z = f ( x, y ) = ( ( ⎡ 1+ ⎢⎣ )( ) ) ( ) 2 2 − 1 x 2 + y 2 (y x ) − x 2 + y 2 ⎤ if x ≠ 0 ⎥⎦ (1 − y 2 ) if x = 0 In order to calculate a(S), the area of the surface defined by the vault, we need to evaluate the double integral a (S) = 2 ∫∫ (δf δx ) + (δf δy ) dx dy T 11 Alfonso Ramírez Ponce and Rafael Ramírez Meléndez where f is defined as above and the region T is the projection of S on the xy plane, i.e., the square of 2 by 2 on which the vault is built. Vault constructed as a section of a sphere. Now consider again for simplicity, a spherical vault with a radius of 1 constructed on four arches (the generalization to a vault with arbitrary radius is straightforward). The resulting vault would look like the one in Fig.17. Fig. 17. Being a spherical vault, here we already know the two-real-variables function which formalize its surface: ( ) z = f (x, y ) = 1 − x 2 − y 2 In order to calculate the exact vault surface we simply have to calculate the surface of the semi-sphere on the square region on top of which the vault is constructed (see figure 4). This results in a (S) = 2 2 ∫∫ (1 + (δf δx ) + (δf δy ) ) dx dy T where f is as above and the square region T is the projection of S on the xy plane. Conclusions We have described a popular construction technique for building brick vaults, without any use of scaffolding and or additional reinforcements. The technique, a collective invention in Mexico dating back to the nineteenth century, offers an economical solution even to this day to the housing problem. As a first step towards a mathematical analysis of the vaults we have formalized their surface as a function of two real variables. We have explored two cases: the surface of a vault constructed on a rectangular perimeter, and the surface of a vault constructed on four circular arcs resulting in a section of a sphere. We also have indicated how to calculate the area of the surface in both cases. In the near future, we plan to contrast our mathematical results with measurements in existent vaults and also provide a formalisation of the different patterns formed by the bricks on the vaults surface. 12