WO2007031023A1

WO2007031023A1 - A shaft-headed masonry module

Info

Publication number: WO2007031023A1
Application number: PCT/CN2006/002386
Authority: WO
Inventors: Bin Liang
Original assignee: Bin Liang
Priority date: 2005-09-16
Filing date: 2006-09-14
Publication date: 2007-03-22

Abstract

A shaft-headed masonry module comprises a front surface (1), a back surface (2) substantially parallel to the abovementioned front surface, a pair of module ends (3), a top surface (4), and a bottom surface (5) substantially parallel to the abovementioned top surface (4), wherein a joint portion rotatablely engaging with the adjacent module end (3) vertical to the top, bottom surface (4, 5) is formed on at least one end of the module. The joint portion comprises a joint shaft element (6) with an outer cylinder surface, formed on the module end (3) and / or a joint slot (7) with an inner cylinder surface engaging with the outer cylinder surface of the joint portion (6) of the adjacent shaft-headed masonry module, formed on the module end (3). The module solves the problem of construction wells with different diameters with one sort of masonry module.

Description

Shaft head masonry material module

Technical field

The invention relates to a well wall building module. Specifically, the present invention proposes a shaft head masonry material module suitable for masonry wall walls of different sizes.

Background technique

In the prior art, there have been a variety of wall members that are convenient, lightweight, and easy to handle and install. One of such wall members is disclosed in U.S. Patent No. 5,802,797 A and Chinese Patent Publication No. CN1431375A. The wall block includes a front surface, a rear surface, a pair of end surfaces, an upper seating surface, a lower seating surface, and a concave recessed into the upper surface of the upper seating surface in the longitudinal direction. a groove; a rib extending longitudinally from a lower portion of the lower seating surface; the rib being shaped to align at least the edge of the groove on the lower block And defining a space filled with mortar or adhesive; a recess recessed in at least one end surface forms a half hole, the groove defining a hole together with the adjacent end surface of the adjacent block, having mortar or a binder in the aperture between the adjacent end surfaces; the front surface having a rim at least partially resembling a mortar joint, between the blocks, the front of the adjacent block The contours of the surface together comprise a complete mortar joint; a groove surrounding the perimeter of the block, parallel to the front surface and inside the front surface, at least partially defining a mortar barrier, P and stopping Front surfaceThereby, the holes of the dicing block and the excess mortar or binder in the grooves are 3⁄4fu in the grooves. However, the wall member disclosed in the above patent document is structurally only suitable for constructing a general straight wall or a wall having a specific radius of curvature.

However, whether it is for the production unit of the block or the construction unit using the block, it will inevitably bring about the problem of excessive cost. For the production unit of the block, the blocks of the wall of the well wall of different scales need to be produced by different production molds, the equipment is too high, and the production cost is increased. For construction units that use blocks, it is inevitable that construction damage will occur during construction, so they often make a certain amount of wealth when purchasing. When the construction is completed, the excess blocks are often discarded, resulting in waste.

In order to solve the above problems, the Chinese patent document CN2523828Y discloses a chain-hanging brick having 1 to 4 barbs extending outwardly, a cement flow channel on the surface of the brick body, and a through hole or a half opening hole in the vertical direction. The C-shaped turn with two barbs is the most simplified and most easy-to-combine chain of bricks. The horizontal direction of the brick and the brick is the chain hooked by the ring, and the vertical direction is the layered inlaid buckle, and the whole wall is firmly self-contained. The grout can be grouted through the through holes or the semi-opening multi-layer bricks once, and the cement slurry can be poured up and down along the through holes in the wall body. thus, It is not necessary to apply cement slurry to each brick; the wall surface is smooth without overflowing mortar; the wall side does not need to be seamed; the corner brick has a large slot, and the reinforced concrete column can be directly poured without using a template. However, due to its structural characteristics, the brick has a small brick body, and the masonry work is twice as large as that of the ordinary block, and the masonry efficiency is low.

An interlocking building block is disclosed in the Chinese patent document CN1517504A, which is provided with at least one inner core, a second or end core portion, an interlocking member which protrudes from a surface and constitutes At least one peripheral portion of the inner core. When placed end to end at the same level, the building block forms a second core or abutment for receiving the interlocking components. When the first row of building blocks that are installed end to end is staggered relative to the second row of building blocks that are installed end to end, the interlocking components of a row of building blocks will be associated with the second or end The larger inner core of the core portion or the other row of building blocks cooperate to interlock the adjacent rows of building blocks. The basic building block is provided with inclined ends so that a plurality of rows of building blocks having a predetermined radius can be formed, or can be formed by placing a building block in a face-to-face manner and placing adjacent building blocks in a face-to-face manner. A row of linear building blocks. However, this interlocking building block is also only suitable for masonry straight walls and walls with a specific radius of curvature.

In addition, none of the well wall blocks in the above background art raises the problem of the relationship between the wall dimension of the well wall and the brick size of the wall of the well wall. In fact, the choice of the dimensions of the wall bricks of the well wall is related to the scope and extent of the module. For example, as far as the current standards are concerned, the atlas of drainage inspection wells (including “Sewage Inspection Wells” PT03, National Standard Atlas “Drainage Inspection Wells” 0 ² S515, National Standard Atlas “Modular Drainage Inspection Wells” 05SS522, etc. The inspection well size is 700m, 800mm, 900mm, 1000mm, 1100mm, 1250mm, 1300mm, 1500mm; the water supply inspection well's atlas (including the North China Standard Atlas 91SB3, the self-study map FIG universal set 1978 and the like) a predetermined manhole size of 1200 millimeters, 1400 millimeters, 1600 millimeters, 1800 millimeters, ²⁴⁰⁰ millimeters, 2600 mm, 2800 mm, 3000 mm, 3200 mm. Therefore, under the premise of the current building code, how to choose the appropriate size of the wall of the wall of the well wall to achieve a module with a few scales is suitable for a wider wall wall masonry, which is urgently needed in the industry. The problem.

Summary of the invention

To this end, the technical problem to be solved by the present invention is to propose a shaft-head masonry material module which is light, easy to handle and install and suitable for laying a wall of non-specific curvature.

At the same time, another technical problem to be solved by the present invention is to propose a shaft head masonry material module which can be applied to the scale of the widest range of wall walls. In order to solve the above technical problem of the present invention, the axle head masonry material module of the present invention has a front surface, a rear surface substantially parallel to the front surface, a pair of module ends, an upper seating surface, and a joint a lower parallel seating surface of the mounting surface; wherein at least one end of the module is formed with a hinge member capable of articulating rotational connection with an adjacent module end perpendicular to the upper and lower seating faces; The hinge member includes a hinge member having an outer cylindrical surface formed at an end of the module and/or a hinge member having an end portion of the module and an adjacent shaft head masonry module. The outer cylindrical surface cooperates with the inner cylindrical surface of the hinge groove.

In order to ensure that the hinge member is firmly disposed on the end of the module, the stress concentration portion is reduced. The outer cylindrical surface as a whole has a maximum curvature of less than 220 degrees.

In order to improve the core rate of forming the core in the wall module and reduce the weight of the wall module, and at the same time ensure the strength of the hinge member on the module, preventing production, transportation or use process The hinge member is damaged. The hinge member is formed by an outer tab adjacent the outer surface and an inner tab adjacent the inner surface, the outer tab and the inner tab projecting from the end of the module.

In order to make the wall module facilitate the masonry of the wall module, the outer tongue is longer than the inner tongue; meanwhile, the rear surface is longer than the front surface in the longitudinal direction. long.

The groove edges on both sides of the hinge groove are equal in height and have an arc of less than 180 degrees.

In order to reduce the weight of the wall module, it is more convenient for laying. The hinge groove has an inner cylindrical surface that engages the cylindrical surface of the hinge member only at the end of the groove edge.

One form of the wall module of the present invention is that the hinge member includes the hinge member formed at one end of the module, and the hinge groove is formed at the other end of the module.

Another form of the wall module of the present invention is used as a transitional module that is mated with a conventional straight wall. It is divided into two forms. One is that the hinge member includes only the four cross-members formed at one end of the module. And the other is that the hinge member includes only the hinge groove formed at one end of the ^:. The other end of the transition module is formed with a structure suitable for the end of the straight wall module of the same type.

The block body of the wall module includes a front wall body having a front surface, a rear wall body having the rear surface, the front wall body and the wall body being parallel; wherein the front wall body is in the wall body The inside is provided with a ligament.

The front wall body and the rear wall body have a thickness of 30-55 mm; and the connecting wall body has a thickness of 35-55 mm.

Forming a concave groove on one of the upper and lower seating faces, and the groove is provided The mounting surface opposite to the seating surface is provided with a boss corresponding to the groove; the boss is shaped to be embedded in the groove.

A groove line parallel to the front and rear surfaces is provided on the seating surface.

Further, the distance between the rotational axes of the end portions of the module of the present invention is 290 mm to 317 mm; the dimensional error is plus or minus 5 mm.

Further, the distance between the rotational axes of the end portions of the module is 290 mils; the distance between the rear surfaces of the associated front surfaces is 180 mm; and the dimensional error is plus or minus 5 mm.

Further, it is also possible that the distance between the rotational axes of the end portions of the module is 310 mm; the distance between the rear surfaces of the associated front surfaces is 240 mm; and the dimensional error is plus or minus 5 mm.

It is also possible that the distance between the axes of rotation of the ends of the module is 315 mm; the distance between the rear surfaces of the front surfaces is 400 mm; the dimensional error is plus or minus 5 mm.

It is also possible that the distance between the axes of rotation of the ends of the module is 317 mm; the distance between the rear surfaces of the front surfaces is 300 mm; the dimensional error is plus or minus 5 mm.

The distance between the upper seating surface and the lower seating surface of the module described above is 180 mm; the dimensional error is plus or minus 5 mm.

The above technical solution of the present invention has the following advantages over the prior art: Since the module of the present invention is formed with an articulated member that can be hingedly connected to an end of an adjacent module at the end, it can be flexibly built within the scope of use. Walls with different radii of curvature; the masonry method is basically the same as the general module masonry, and it is also convenient for the construction or use of the construction unit; at the same time, the module of the invention also retains the prior art Different construction methods such as dry code, grouting, reinforced grouting, etc., to achieve different grade strength requirements; By using concrete mortar grouting and filling, the wall wall of the well wall is guaranteed to be strong, durable and impervious. And easy to handle, store and use in construction.

In addition, due to the use of the well wall wall module bricks of the above shape, only a few scales are required to build the wall walls of different uses and dimensions required by the current construction engineering specifications. This can greatly reduce the manufacturing cost by reducing the cost of the mold. It is also more suitable for mechanized mass production and increased production efficiency.

DRAWINGS

In order to make the content of the present invention easier to understand, the present invention will be further described in detail below with reference to the accompanying drawings 1 is a perspective structural view showing a structural form of a first type of shaft-head masonry material module of the present invention; and FIG. 2 is a perspective structural view showing a structural form of a second type of shaft-head masonry material module of the present invention; It is a three-dimensional structural diagram of the structural form of the three-axis type masonry material module of the present invention; FIG. 4 is a schematic view showing the assembling relationship of the shaft head type material shown in FIG. 1 to FIG. Figure 5 is a schematic view showing a layer of a circular annular wall wall composed of a splicing of a shaft-head masonry material module of the first structural form;

Figure 6 shows a dimensional relationship of the first embodiment of the axle head masonry material module shown in Figure 1; Figure 7 shows the dimensional relationship of the second embodiment of the axle head masonry material module shown in Figure 1. Figure 8 is a view showing the dimensional relationship of the three embodiments of the shaft-head masonry material module shown in Figure 1; Figure 9 shows the dimensions of the fourth embodiment of the shaft-head bulk material module shown in Figure 1. Diagram 10; Figure 10 is a schematic diagram of a layer of elliptical annular wall wall composed of the shaft head masonry material module shown in Fig. 1 to Fig. 3 combined with the straight wall module;

Figure 11 is a perspective view of a portion of a well wall of a masonry masonry material module of the present invention.

Reference numerals in the figures are denoted as: 1-front surface, 2-back surface, 3_end, 4-upper placement surface, 5-down placement surface, 6-hinge shaft member, 7-hinged groove, 8-front wall Body, 9-rear wall body, 10-connecting wall body, 1 outer side tongue, 12 - inner side tongue, 13- (cooperating with the end of the same type straight wall module).

detailed description

Referring to Figure 1, there is shown a structural form of a first type of axle-head masonry material module of the present invention having a front surface 1, a rear surface 2 substantially parallel to the front surface 1, and a pair of module ends 3, An upper seating surface 4, a lower seating surface 5 substantially parallel to the upper seating surface 4; wherein at both ends 3 of the module, a hinge member 6 and a hinge groove 7 as hinge members are respectively formed. The outer cylindrical surface of the hinged shaft member 6 is engageable with the inner cylindrical surface of the hinge groove 7. The block of the wall module comprises a front wall body 8 having a front surface 1 and a rear wall body 9 having the rear surface 2, the front wall body 8 and the rear wall body 9 being substantially parallel; The front wall body 8 is provided with a connecting wall body 10 inside the rear wall body 9. The hinge member 6 is composed of an outer tab 11 adjacent to the outer surface and an inner tab I ² adjacent to the inner surface, the outer tab 11 and the inner tab 12 from the end 3 protruding. Wherein the outer tab 11 is longer than the inner tab 12; at the same time, the surface 2 is longer in the length direction than the front surface 1.

Referring to Figure 2, there is shown a structural form of a second type of shaft-head masonry material module of the present invention having a front surface 1, a rear surface 2 substantially parallel to the front surface 1, and a pair of module ends 3, One place a lower seating surface 5 substantially parallel to the upper seating surface 4; wherein one of the module ends 3 is formed with a hinge member 6 having the outer cylindrical surface as a hinge member, and the other The module end 3 is formed with a structure 13 adapted to cooperate with the end of a straight wall module of the same type. The block of the wall module comprises a front wall body 8 having a front surface 1 and a rear wall body 9 having the rear surface 2, the front wall body 8 and the rear wall body 9 being substantially parallel; The front wall body 8 is provided with a connecting wall body 10 inside the rear wall body 9. The hinge member 6 is composed of an outer tab 11 adjacent to the outer surface and an inner tab 12 adjacent the inner surface, the outer tab 11 and the inner tab 12 from the module end 3 protruding. Wherein the outer tab 11 is longer than the inner tab 12; at the same time, the surface 2 is longer in the length direction than the front surface 1.

Referring to Figure 3, there is shown a third form of the axial head masonry material module of the present invention having a front surface 1, a rear surface 2 substantially parallel to the front surface 1, and a pair of module ends 3, - an upper seating surface 4, a lower seating surface 5 substantially parallel to the upper seating surface 4; wherein one of the module ends 3 is shaped to accommodate the hinge member 6, and has a phase The hinged groove 7 of the inner cylindrical surface of the hinged shaft member 6 of the adjacent shaft-head masonry material module, and the other end portion 3 of the module is formed to be suitable for the same type of straight wall body The end of the module cooperates with the structure 13. The block of the wall module comprises a front wall body 8 having a front surface 1 and a rear wall body 9 having the rear surface 2, the front wall body 8 and the rear wall body 9 being substantially parallel; The front wall body 8 is provided with a connecting wall body 10 inside the rear wall body 9.

4 is a schematic view showing the assembling relationship of the shaft-head masonry material module shown in FIG. 1 during the laying, and it can be clearly seen that the hinge member 6 and the hinge groove 7 of the present invention are The room can be rotated relative to each other within a certain range, so that by increasing or decreasing the number of the head-type masonry material modules, the wall walls of different radii can be flexibly built. For the person skilled in the art, from the teachings given in FIG. 4, the second-structured shaft-head masonry material module shown in FIG. 2 and the first embodiment shown in FIG. 3 can be clearly inferred. The three-structured shaft-head masonry material modules are mutually assembled with each other, and with the first-structured shaft-head masonry material modules.

The following should be used as a specific description of the shaft-type masonry material module of the present invention in actual construction in combination with a specific embodiment.

For the well wall of the circular well body, a shaft head type masonry material module of the structure shown in Fig. 1 may be used to form a layer of the circular annular wall wall as shown in Fig. 5. Since the specification stipulates that the diameter of the well increases by 100 mm, the following description is an approximation of 100 亳. This approximation is within the allowable reasonable error of the building structure. First embodiment of circular well body

For a well wall of 700 mm to 1000 mm diameter in the specification map set, the first type of shaft head masonry material module of the size shown in Fig. 6 is used. Wherein the distance between the axis of the outer cylindrical surface of the hinge member 6 to the axis of the inner cylindrical surface of the hinge groove 7 is 290 mils, and the front surface 1 to the rear surface 2 The distance between them is 180 mm. The front wall body 8 having the front surface 1 and the rear wall body 9 having the rear surface 2 have a thickness of 35 mm, and the front wall body 8 is disposed between the two opposite sides of the rear wall body 9 The connecting wall 10 has a thickness of 40 mm, and the lower portion of the connecting wall 10 is formed with an arched notch. The outer cylindrical surface as a whole has an I degree of 220 degrees, that is, the front surface 1 is adjacent to the side of the hinge member 6 and the outer cylindrical axis line and the shaft type The angle between the centerlines of the masonry material modules is 110 degrees. The hinge member 6 is composed of an outer tab 11 adjacent to the outer surface and an inner tab 12 adjacent to the inner surface, the mating side tab 11 and the inner tab 12 from the module end Part 3 is prominent. The outer tab 11 is longer than the inner tab 12; at the same time, the rear surface 2 is longer in length than the front surface 1. The groove edges on both sides of the hinge groove 7 are equal in height and have an arc of less than 180 degrees.

During the masonry, the hinge member 6 of each of the shaft-head masonry modules is embedded in the hinge groove 7, wherein the number of blocks used is: millimeter value of diameter ÷ 100+3 = block used Number

For the 700 mm diameter wall of the well wall, ten blocks are used, and the 800 mm diameter wall of the well wall adopts eleven blocks of 900 mm diameter wall with twelve blocks and 1000 mm diameter wall with ten walls. Three pieces.

Circular well body second embodiment

For the well wall having a diameter of more than 1100 mm in the specification map, the first type of shaft-head masonry material module of the size shown in Fig. 7 is used. Wherein the distance between the axis of the outer cylindrical surface of the hinge member 6 to the axis of the inner cylindrical surface of the hinge groove 7 is 310 mm, between the front surface 1 and the rear surface 2 The distance is 240 mm. The front wall body 8 having the front surface 1 and the rear wall body 9 having the rear surface 2 have a thickness of 35 mm, and the front wall body 8 is disposed inside the rear wall body 9 with two phases. The connecting wall 10 has a thickness of 40 mm, and the lower portion of the connecting wall 10 is formed with an arched notch. The outer cylindrical surface has a curvature of 210 degrees as a whole, that is, the front surface 1 is adjacent to the side of the hinge member 6 and the outer cylindrical axis line and the shaft head The angle between the centerlines of the body material modules is 105 degrees. The hinge member 6 is composed of an outer tab 11 adjacent to the outer surface and an inner tab I ² adjacent to the inner surface, the outer convex The tongue 11 and the inner tab 12 protrude from the module end 3. The outer tab 11 is longer than the inner tab 12; meanwhile, the rear surface 2 is longer in length than the front surface 1. The groove edges on both sides of the hinge groove 7 are equal in height and have a degree of segregation of less than 180 degrees.

During the masonry, the hinge member 6 of each of the axle-head masonry modules is embedded in the hinge groove 7, wherein the number of blocks used is: millimeter value of diameter ÷ 100+3 = used Number of blocks

For a 1100 mm diameter well wall, 14 blocks are used, while a 1200 mm diameter wall is 15, and so on.

Circular well body third embodiment

For the well wall having a diameter of 1200 mm or more in the specification map, the shaft-head masonry material module of the structure of the size shown in Fig. 8 is used. Wherein the distance between the axis of the outer cylindrical surface of the hinge member 6 to the axis of the inner cylindrical surface of the interface groove 7 is 317 mm, and the front surface 1 to the rear surface 2 The distance between them is 300 mm. The front wall body 8 having the front surface 1 and the rear wall body 9 having the rear surface 2 have a thickness of 40 mm, and the front wall body 8 is disposed between the two sides of the rear wall body 9 The connecting wall 10 has a thickness of 45 mm, and the lower portion of the connecting wall 10 is formed with an arched notch. The outer cylindrical surface has a curvature of 210 degrees as a whole, that is, the front surface 1 is adjacent to the side of the hinge member 6 and the outer cylindrical axis line and the shaft head The angle between the centerlines of the body material modules is 105 degrees. The hinge member 6 is composed of an outer tab 11 adjacent to the outer surface and an inner tab 12 adjacent to the inner surface, the outer tab 11 and the inner tab 12 from the module end 3 protruding. The outer tab 11 is longer than the inner tab 12; at the same time, the rear surface 2 is longer in length than the front surface 1. The groove edges on both sides of the hinge groove 7 are equal in height and have an arc of less than 180 degrees.

During the masonry, the hinge member ^{6 of} each of the shaft-head masonry modules is embedded in the hinge groove 7, wherein the number of blocks used is: millimeter value of diameter ÷ 100+3 = block used number

For a 1200 mm diameter well wall, fifteen blocks are used, while a 1300 mm diameter wall is made of sixteen, and so on.

Circular well body fourth embodiment

For the well wall having a diameter of more than 2200 mm in the specification map set, the first type of shaft-head masonry material module of the size shown in Fig. 9 is used. Wherein the distance between the axis of the outer cylindrical surface of the hinge member ⁶ to the axis of the inner cylindrical surface of the hinge groove 7 is 315 mm, The distance between the front surface 1 to the rear surface 2 is 400 mm. The front wall body 8 having the front surface 1 and the rear wall body 9 having the rear surface 2 have a thickness of 40 mm, and the front wall body 8 is disposed between the two opposite sides of the rear wall body 9 The connecting wall 10 has a thickness of 50 mm, and the lower portion of the connecting wall 10 is formed with an arched notch. The outer cylindrical surface has a curvature of 162 degrees as a whole, that is, the front surface 1 is adjacent to the side of the hinge member 6 and the outer cylindrical axis line and the shaft head The angle between the centerlines of the body material modules is 88 degrees. The hinge member 6 is composed of an outer tab 11 adjacent to the outer surface and an inner tab 12 adjacent the inner surface, the outer tab 11 and the inner tab 12 from the module end 3 protruding. The outer tab 11 is longer than the inner tab 12; meanwhile, the rear surface 2 is longer in length than the front surface 1. The groove edges on both sides of the hinge groove 7 are equal in height and have an arc of less than 180 degrees.

During the masonry, the hinge member 6 of each of the shaft-head masonry modules is embedded in the hinge groove 7, wherein the number of blocks used is: a millimeter value of diameter ÷ 100+4 Number

For a 2,200 mm diameter borehole wall, twenty-six blocks are used, while a 2,300-meter-diameter borehole wall is made of twenty-seven, and so on.

For the coincidence of different module types, the main structural strength requirements for wells of the same size are mainly considered. This allows you to select the appropriate module type based on your strength requirements.

For the well wall of the elliptical well body, the first type of shaft head masonry material module shown in Figure 1 is combined with the second and third type of structure shafts shown in Figs. 2 and 3. The head masonry material module is combined with a straight wall of corresponding size. A layer of an elliptical annular wall wall as shown in Fig. 10 is formed. Since the specification stipulates that the diameter of the arc portion of the elliptical well increases by 100 亳, the following description is an approximation of 100 mm. This approximation is within the allowable reasonable error of the building structure.

Elliptical well body first embodiment

For the well wall having a circular arc portion of 700 mm to 1000 mm in the specification map set, the first type of shaft head masonry material module of the size shown in Fig. 5 is used. The distance between the axis of the outer cylindrical surface of the hinge member 6 of the shaft-head masonry material module of the first structural form to the axis of the inner cylindrical surface of the hinge groove 7 is 290 mm, the large separation between the front surface 1 and the surface 2 is 180 mm. The front wall body 8 having the front surface 1 and the rear wall body 9 having the rear surface 2 have a thickness of 35 mm, and the front wall body 8 is disposed inside the rear wall body 9 with two phases. The connecting wall 10 has a thickness of 40 mm, and the lower portion of the connecting wall 10 is formed with an arched notch. Bud The cylindrical surface ^^ has a curvature of 220 degrees, that is, the front surface 1 is adjacent to the side of the hinge member 6 and the outer cylindrical axis line and the shaft-head masonry material module The angle between the centerlines is 110 degrees. The hinge member 6 is composed of an outer tab 11 adjacent to the outer surface and an inner tab 12 adjacent the inner surface, the outer tab 11 and the inner tab 12 from the end of the »: 3 outstanding. The side tab 11 is longer than the inner tab 12; at the same time, the surface 2 is longer in the length direction than the front surface 1. The groove edges on both sides of the hinge groove 7 are equal in height and less than 180 degrees. The total length of the shaft head body material modules of the second and third structural forms is 352 亳 and respectively

322 mm, other dimensions are the same as the corresponding structure of the shaft-head masonry material module of one structure.

For a semi-circular wall with a diameter of 700 mm, five semi-circles are used for each semi-circle, while a 900 mm-diameter wall has twelve for each semi-circle, and so on.

Elliptical well body second embodiment

FIG specification for arc portion is set more than 1100 millimeters diameter borehole wall, the first structure using the dimensions shown in FIG. ⁷ of the shaft of the first type masonry materials «: Wherein the distance between the axis of the outer cylindrical surface of the hinge member 6 to the axis of the inner cylindrical surface of the hinge groove 7 is 310 mm, between the front surface 1 and the rear surface 2 The 3 large separation is 240 mm. The front wall body 8 having the front surface 1 and the rear wall body 9 having the surface 2 have a thickness of 35 mm, and the front wall body 8 is provided with two interposed connecting walls on the inner side of the wall body 9 The body 10 has a thickness of 40 mm, and the lower portion of the body 10 is formed with an arched notch. The cylindrical surface as a whole has an arc of 220 degrees, that is, the front surface 1 is adjacent to the side of the hinge member 6 and the outer cylindrical axis line and the shaft head masonry The angle between the centerlines of the material modules is 110 degrees. The hinge member 6 is composed of an outer side tongue 11 on the surface of the surface and an inner side tongue 12 on the inner surface, and the side tongue 11 and the inner side tongue 12 are from the The end 3 protrudes. The front side tongue 11 is longer than the inner side tongue 12; at the same time, the front surface 1 of the surface 2 is long in the length direction. The groove edges on both sides of the hinge groove 7 are equal in height and are smaller than ΙδΟ. The total length of the shaft-head masonry material modules of the second and third structural forms is 360 mm and 33 mm, respectively, and the corresponding structures of the other sizes of the shaft-head masonry material modules of the first structure the same.

During the laying, the hinge member ^{6 of} each of the shaft-head masonry modules is embedded in the hinge groove 7 to form a layer of an elliptical annular wall wall as shown in FIG. Number of blocks used Use: diameter of glutinous rice ÷ 100+3 = number of blocks used

For a 1100 mm diameter borehole wall, seven blocks are used for each semicircle, while a 1300 mm diameter well wall has eight blocks for each semicircle, and so on.

Elliptical well body third embodiment

For a well wall having a circular arc portion of a diameter of 1200 mm or more in the specification map set, the first type of shaft head masonry material module of the size shown in Fig. 8 is used. Wherein the distance between the axis of the outer cylindrical surface of the hinge member 6 to the axis of the inner cylindrical surface of the hinge groove 7 is 317 mm, between the front surface 1 and the rear surface 2 The distance is 300 mm. The front wall body 8 having the front surface 1 and the rear wall body 9 having the rear surface 2 have a thickness of 40 mm, and the front wall body 8 is disposed inside the rear wall body 9 with two phases. The connecting wall 10 has a thickness of 45 mm, and the lower portion of the connecting wall 10 is formed with a shape-changing notch. The outer cylindrical surface as a whole has an arc of 220 degrees, that is, the front surface 1 is adjacent to the side of the hinge member 6 and the outer cylindrical axis line and the shaft head The angle between the centerlines of the body material modules is 110 degrees. The hinge member 6 is composed of an outer tab 11 adjacent to the outer surface and an inner tab 12 adjacent the inner surface, the outer tab 11 and the inner tab 12 from the module end 3 protruding. The outer tab 11 is longer than the inner tab 12; at the same time, the rear surface 2 is longer in length than the front surface 1. The groove edges on both sides of the hinge groove 7 are equal in height and have a degree of separation of less than 180 degrees. The total length of the shaft-head masonry material modules of the second and third structural forms is 390 mm and 380 mm, respectively, and the corresponding structures of the shaft-head masonry material modules of other sizes and the first structural form the same.

For a 1300 mm diameter borehole wall, eight blocks are used for each semicircle, while a 1500 mm diameter well wall has nine blocks for each semicircle, and so on.

Elliptical well body 笫 four examples

For the well wall having a circular arc portion having a diameter of 2200 mm or more in the specification map set, the first type of the shaft head masonry material of the size shown in Fig. 9 is used. Wherein the distance between the axis of the outer cylindrical surface of the hinge member 6 to the axis of the inner cylindrical surface of the hinge groove 7 is 315 mm, and the front surface 1 to the surface 2 The distance is 400 mm. The front wall body 8 having the front surface 1 and the rear wall body 9 having the surface 2 have a thickness of 40 mm, and the front wall body 8 is inside the wall body 9 The thickness of the connecting wall 10 is set to 50 mm, and the lower portion of the connecting wall 10 is formed with a shape-changing notch. The cylindrical surface » has an arc of 220 degrees, that is, the front surface 1 is connected to the axis of the outer cylindrical axis by the side of the hinge member 6 and the shaft head The angle between the centerlines of the body material modules is 110 degrees. The hinge member 6 is composed of an outer tab 11 near the surface of the iiJ and an inner tab 12 adjacent to the inner surface, the outer tab 11 and the inner tab 12 projecting from the end portion 3 . The side tab 11 is longer than the inner tab 12; at the same time, the i2⁄2 surface 2 is longer in length than the front surface 1. The groove edges on both sides of the hinge groove 7 are equal in height and have an arc of less than 180 degrees. The second and third structural forms of the shaft-head masonry material module have a total length of 380 mm and 395 mm, respectively, and the other dimensions are corresponding to the first type of shaft-head masonry material module. The structure is the same.

During the masonry, the hinge member 6 of each of the axle-head masonry modules is embedded in the hinge groove 7, wherein the number of blocks used is: the diameter of the 亳m value ÷ 100+4=used Number of blocks

For a 2,200 mm diameter wellbore wall, thirteen blocks are used for each semicircle, while a 2,400 mm diameter wall is used for each semicircle of fourteen, and so on.

As shown in FIG. 1 to FIG. 3, in the above embodiment, a plurality of concave recesses are formed on the lower seating surface 5 of the shaft head masonry material, and the upper seating surface is formed on the lower seating surface 5 4 is provided with a boss corresponding to the groove, suitable for the groove; the cooperation of the boss and the groove is suitable for the abutment masonry material of the upper and lower adjacent layers Module alignment. A groove line parallel to the front and rear surfaces 2 is formed on the seating surface. Due to such a structure, the shaft-head masonry material module of the present invention no longer needs to be erected, as shown in Fig. 11, the masonry process is simpler and faster.

The well wall structure constructed by the above-mentioned shaft head masonry material module can insert steel bars into the hollow cavity of the wall body and pour the concrete to form a solid well wall wall. In essence, the hollow shaft wall wall formed by the shaft head masonry material module functions as a pouring formwork. Since the rotating part of the shaft-head masonry material module is hingedly connected, no leakage of the pouring slurry occurs in the proper corner range, so that the wall of the well wall of the masonry is flexible and satisfying. Strength requirements. It can be seen that the length of the inner and outer tabs of the hinge head member 6 of the present invention is determined by specific requirements.

It is apparent that the above-described embodiments of the present invention clearly illustrate the examples made by the present invention, and are not intended to limit the present invention. For the "fit technicians" of the silk field, as explained above; MJia can make other different forms of changes. It is not necessary or impossible to exhaust all the embodiments. And these belong to the present invention. The obvious variations of the extension are still within the scope of the invention.

Claims

Rights request

A shaft head masonry material module having a front surface (1), a rear surface (2) substantially parallel to the front surface (1), a pair of module ends (3), one on a seating surface (4), a lower seating surface (5) substantially parallel to the upper seating surface (4); characterized in that: at least one end (3) of the module is formed to be capable of interacting with an adjacent module end a hinge member that is hingedly rotatably connected to the upper and lower seating faces (5); the hinge member includes a hinge member having an outer cylindrical surface formed at the end portion (3) of the module ( 6) and/or an articulation of the inner cylindrical surface of the module end (3) having the outer cylindrical surface engageable with the hinged shaft member (6) of the adjacent shaft-head masonry material module Slot (7).

2. The shaft head masonry material module according to claim 1, wherein: the outer cylindrical cylinder has a maximum degree of independence of less than 220 degrees.

3. The shaft head masonry material module according to claim 2, wherein: the hinge shaft member (6) is provided by an outer tab (11) adjacent to the outer surface and an inner side adjacent to the inner surface A tab (12) is formed, the outer tab (11) and the inner tab (12) projecting from the module end (3).

4. The axle head masonry material module according to claim 3, wherein: the outer tab (11) is longer than the inner tab (12); and the rear surface (2) is The front surface (1) is long in the length direction.

The shaft-head masonry material module according to any one of claims 1 to 4, characterized in that: the groove edges on both sides of the hinge groove (7) are equal in height and have an arc of less than 180 degrees.

The axle head masonry material module according to claim 1, characterized in that: the hinge groove (7) has a hinge member (6) only at the end of the groove edge (3) The outer cylindrical surface of the outer cylindrical surface cooperates.

7. The shaft head masonry material module according to claim 1, wherein: the hinge member comprises the hinge shaft member (6) formed at one end of the module, and the other of the module The hinge groove (7) is formed at one end.

8. A shaft head masonry material module according to claim 1, wherein: said hinge member comprises only said hinge shaft member (6) formed at one end (3) of said module.

9. A shaft head masonry material module according to claim 1, wherein: said hinge member comprises only said hinge groove (7) formed at one end (3) of said module.

10. A shaft head masonry material module according to claim 8 or 9, characterized in that the other end (3) of the module is shaped to fit the end of a straight wall module of the same type. Structure (13).

11. The axle head masonry material module according to claim 1, wherein: the block of the wall module comprises a front wall body (8) having the front surface (1) and having the rear a rear wall body (9) of the surface (2), the front wall body (8) and the rear wall body (9) are substantially parallel; the front wall body (8) is in the rear wall body (9) A connecting wall (10) is arranged on the inner side.

12. The shaft head masonry material module according to claim 11, wherein: the front wall body (8) and the rear wall body (9) have a thickness of 30-55 mm; The body (10) has a thickness of 35-55 mm.

13. The shaft head masonry material module according to claim 1, wherein: a recessed groove is formed on one of the upper and lower seating faces (5), and a groove is provided The mounting surface opposite to the seating surface is provided with a boss corresponding to the groove; the boss is shaped to be embedded in the groove.

14. The shaft head masonry material module according to claim 1, wherein: a groove line parallel to the front and rear surfaces (2) is formed on the seating surface.

15. The shaft head masonry material module according to claim 1, wherein: a distance between the rotation axes of the end portions of the module is 290 mm to 317 cm; Positive and negative 5 mm.

16. The well wall modular block according to claim 15, wherein a distance between said axes of rotation of said end formed by said module is 290 mm; between said rear surfaces of said front surface The distance is 180 mm; the dimensional error is plus or minus 5 mm.

The well wall wall module brick according to claim 15, wherein a distance between the rotation axes of the end portions of the module is 310 mm; between the rear surfaces of the front surface The distance is 240 mm; the dimensional error is plus or minus 5 mm.

The well wall wall module brick according to claim 15, wherein a distance between the rotation axes of the end portion of the module is 315 mm; between the rear surfaces of the front surface The distance is 400 mm; the dimensional error is plus or minus 5 mm.

19. The well wall modular block according to claim 15, wherein a distance between the axes of rotation of the end of the module is 317 mm; between the rear surfaces of the front surface The distance is 300 mm; the dimensional error is plus or minus 5 mm.

The well wall wall module brick according to any one of claims 15 to 19, wherein a distance between an upper seating surface and a lower seating surface of the module is 180 mm; It is plus or minus 5 meters.