TWI860236B - Architecture structure and architecture method - Google Patents

Abstract

The subject application is related to an architecture structure and architecture method. The architecture structure is disposed on an architecture base, the architecture structure comprising: a plurality of first molds, the first molds transversely connecting to each other with at least one fastener passing through apertures in left side walls or right side walls of the first molds; and at least one level adjuster fixed in at least one aperture of a lower side wall of the first molds, the at least one level adjuster being adjustable in length and configured to adjustably extend through the at least one aperture of the lower side wall and against the architecture base for adjusting the height of the first molds, so that an upper side wall of the first molds collectively define a horizontal datum.

Description

Building structures and construction methods

The present disclosure relates to a building structure and a building method, and in particular to a building structure and a building method comprising a systematic metal formwork.

The process of building a reinforced concrete structure on a construction site involves multiple concrete pouring and curing processes. Before pouring concrete, it is necessary to set up formwork on the foundation or on the cured concrete base to provide and define the space for pouring concrete. For example, to shape a beam, column or wall, multiple formworks are first connected and fixed to each other to form the shape of the reinforced concrete structure to be shaped, and then concrete is poured between the formworks. After the concrete between the formworks is cured to form a structure, the formworks are removed from the structure.

The formwork can be metal formwork, wood formwork or plastic formwork. Metal formwork can be aluminum formwork. Aluminum formwork has the characteristics of light weight, high bearing capacity, simple installation, few joints, good stability, variable shape, smooth cast concrete, long service life, high recycling rate, etc. It can be reused about hundreds of times. In addition, the construction method of standardized formwork is simpler than that of wood formwork, and new apprentices can also get started quickly, which helps to inject new blood into the formwork industry and improve the shortage of formwork masters. It has three advantages of economic benefits, site safety and solving the manpower gap. Therefore, aluminum formwork is gradually widely used in the industry. In a small number of locations where aluminum formwork cannot be used alone due to special shapes, plastic formwork or wooden formwork can be used in combination with aluminum formwork to form a formwork system.

During the construction process, the building base of the cast concrete structure usually cannot achieve the flatness required by the project. When installing the aluminum formwork, it needs to be set based on a flat horizontal reference surface, and the installed aluminum formwork can achieve the flatness required by the project. Therefore, providing a building structure that can ensure the flatness of the aluminum formwork and its implementation method is what the industry expects.

In some embodiments, the present disclosure provides a building structure, a building structure for being set on a building base, the building structure comprising: a plurality of first templates, each of which comprises: an upper plate, a lower plate, a left plate, a right plate and a middle plate, wherein the periphery of the middle plate is connected to one side of the upper plate, the lower plate, the left plate and the right plate respectively, thus roughly presenting a long box shape with an opening, wherein the upper plate, the lower plate, the left plate and the right plate each have at least one The first templates are each provided with a connecting hole in the left side plate or the right side plate, and the templates are each connected to each other transversely through the connecting hole in the left side plate or the right side plate through at least one bolt; and at least one adjustable structure is each fixed in the at least one connecting hole of the lower plate of the first templates, wherein the at least one adjustable structure is configured to extend through the at least one connecting hole of the lower plate in an adjustable length and abut against the building base to adjust the elevation of the first templates so that the upper plates of the first templates jointly define a horizontal reference plane.

In some embodiments, the present disclosure provides a construction method, comprising: placing a plurality of first templates on a construction base, each of the first templates comprising: an upper plate, a lower plate, a left plate, a right plate and a middle plate, wherein the periphery of the middle plate is connected to one side of the upper plate, the lower plate, the left plate and the right plate, respectively, so as to roughly present a long box shape with an opening, wherein the upper plate, the lower plate, The left side plate and the right side plate each have at least one connection hole therein; at least one bolt is used to pass through the connection hole in the left side plate or the side plate of the first templates to connect the first templates horizontally; at least one adjustment structure is fixed to the lower plate of the first templates; and the elevation of the lower plate of the first templates from the building base is adjusted by the at least one adjustment structure, so that the upper plates of the first templates jointly define a horizontal reference plane.

The above has been a fairly broad overview of the technical features of the present disclosure, so that the detailed description of the present disclosure below can be better understood. Other technical features that constitute the subject matter of the patent application scope of the present disclosure will be described below. Those with ordinary knowledge in the technical field to which the present disclosure belongs should understand that the concepts and specific embodiments disclosed below can be easily used as modifications or designs of other structures or methods to achieve the same purpose as the present disclosure. Those with ordinary knowledge in the technical field to which the present disclosure belongs should also understand that such equivalent constructions cannot deviate from the spirit and scope of the present disclosure as defined by the attached patent application scope.

10: Construction base

20: Filler

100: Template

102: Go up to the board

104: Right side panel

106: Left side panel

108: Lower the board

110: Middle board

112: Connection hole

114: Bolts

116: Nut

120: External thread

200: Fixed structure

202:France

204: External thread

206: Perforation

208: Internal thread

210: Cylindrical body

250: Nut

252: Hole

254: Internal thread

300: Fixed structure

302: Cylindrical body

304: First paragraph

306: Second paragraph

308: Perforation

310: Internal thread

312: First Franch

314: Second Franch

400:Twist tool

402: External thread

405: Threaded parts

1000:Building structure

1000': Building structure

1081: First side

1082: Second side

H: horizontal reference plane

H1: Height

H2: Height

H3: Height

P: plane

S1: Side

S2: Side

The following embodiments, together with the accompanying drawings, will provide a better understanding of the present disclosure. It should be noted that, in accordance with standard industry practice, the various features are not drawn to scale. In fact, for the sake of clarity, the sizes of the various features may be arbitrarily enlarged or reduced.

Figure 1 shows a three-dimensional schematic diagram of a template of an embodiment of the present disclosure.

FIG2 shows a three-dimensional schematic diagram of a building structure of an embodiment of the present disclosure, which includes a plurality of transversely connected formworks arranged on a building base to provide a horizontal reference surface.

FIG3 shows a three-dimensional schematic diagram of a building structure of an embodiment of the present disclosure, wherein the building structure includes a vertical plane for concrete pouring formed by stacking a plurality of templates.

FIG4 shows a front view schematic diagram of a building structure of an embodiment of the present disclosure, wherein the building structure includes a plurality of scheduling structures.

FIG5 shows an exploded three-dimensional schematic diagram of a scheduling structure of an embodiment of the present disclosure.

FIG6 shows a three-dimensional schematic diagram of the assembly of the scheduling structure of the above-mentioned embodiment of the present disclosure.

FIG7 shows a cross-sectional schematic diagram of the scheduling structure of the above-mentioned embodiment of the present disclosure.

FIG8 shows a cross-sectional schematic diagram of fixing the fixing structure of one embodiment of the present disclosure to a template.

FIG9 shows a cross-sectional schematic diagram of the fixing structure of the above-mentioned embodiment of the present disclosure being pressed against the template.

FIG. 10 shows a cross-sectional schematic diagram of applying a force to the fixing structure of the above-mentioned embodiment of the present disclosure using a twisting tool.

FIG. 11 shows a second cross-sectional schematic diagram of using the above-mentioned torsion tool to apply the force to the fixed structure of the above-mentioned embodiment of the present disclosure.

Figure 12 shows a cross-sectional view of Figure 11 after the twisting tool is removed.

FIG13 shows a cross-sectional schematic diagram of the adjustment structure of the above-mentioned embodiment of the present disclosure, and the adjustment structure includes a fixing structure and an adjustment bolt.

The following disclosure provides a number of different embodiments or examples for implementing different features of the subject matter provided. Specific examples of components and configurations will be described below to simplify the disclosure. Of course, these are merely examples and are not intended to be limiting. For example, in the following description, "forming a first component over or on a second component" may include embodiments in which the first component and the second component are formed in direct contact, and may also include embodiments in which additional components may be formed between the first component and the second component so that the first component and the second component may not be in direct contact. In addition, the disclosure may repeat component symbols and/or letters in various examples. This repetition is intended for simplicity and clarity and does not in itself indicate a relationship between the various embodiments and/or configurations discussed.

In addition, for ease of description, spatially relative terms (such as "below", "beneath", "down", "above", "upper", "above" and the like) may be used herein to describe the relationship of one element or component to another element or components, as shown in the figures. Spatially relative terms are intended to cover different orientations of the device in use or operation in addition to the orientation depicted in the figures. The device may be oriented in other ways (rotated 90 degrees or in other orientations), and the spatially relative descriptors used herein may be interpreted accordingly.

As used herein, terms such as "first", "second", and "third" describe various elements, components, regions, layers, and/or sections, which should not be limited by these terms. These terms may only be used to distinguish elements, components, regions, layers, or sections from one another. Unless the context clearly indicates otherwise, terms such as "first", "second", and "third" used herein do not imply a sequence or order.

As used herein, the terms "substantially," "substantially," "essentially," and "about" are used to describe and explain small variations. When used in conjunction with an event or condition, the terms may relate to instances in which the event or condition occurred exactly as well as instances in which the event or condition occurred very approximately. For example, when used in conjunction with a numerical value, the terms may relate to a range of variation of less than or equal to ±10% of the numerical value, such as less than or equal to ±5%, less than or equal to ±4%, less than or equal to ±3%, less than or equal to ±2%, less than or equal to ±1%, less than or equal to ±0.5%, less than or equal to ±0.1%, or less than or equal to ±0.05%. For example, if the difference between two values is less than or equal to ±10% of a mean of the values (e.g., less than or equal to ±5%, less than or equal to ±4%, less than or equal to ±3%, less than or equal to ±2%, less than or equal to ±1%, less than or equal to ±0.5%, less than or equal to ±0.1%, or less than or equal to ±0.05%), then the values may be considered "substantially" the same or equal. For example, "substantially" parallelism may involve an angular variation of less than or equal to ±10° relative to 0°, such as less than or equal to ±5°, less than or equal to ±4°, less than or equal to ±3°, less than or equal to ±2°, less than or equal to ±1°, less than or equal to ±0.5°, less than or equal to ±0.1°, or less than or equal to ±0.05°. For example, "substantially" perpendicular may involve an angular variation of less than or equal to ±10° relative to 90°, such as less than or equal to ±5°, less than or equal to ±4°, less than or equal to ±3°, less than or equal to ±2°, less than or equal to ±1°, less than or equal to ±0.5°, less than or equal to ±0.1°, or less than or equal to ±0.05°.

Unless otherwise specified, the horizontal or vertical mentioned in this article is usually relative to the ground of the building site. For example, "horizontal direction" refers to the direction roughly parallel to the ground; "vertical direction" refers to the direction roughly perpendicular to the ground; "horizontal height" refers to the distance from the ground.

FIG. 1 shows a template 100 according to an embodiment of the present disclosure. The template 100 includes an upper plate 102, a lower plate 108, a left side plate 106, a right side plate 104, and a middle plate 110, wherein the periphery of the middle plate 110 is connected to one side of the upper plate 102, the lower plate 108, the left side plate 106, and the right side plate 104, respectively, and the length of the upper plate 102 and the lower plate 108 is greater than the length of the left side plate 106 and the right side plate 104, thus roughly presenting a long box shape with an opening. The upper plate 102, the lower plate 108, the left side plate 106, and the right side plate 104 each have a plurality of connection holes 112 therein. In some embodiments of the present disclosure, the template 100 is a template made of metal, such as an aluminum mold. Side S1 of the formwork 100 is a flat surface for contacting the concrete poured on one side of the formwork. Side S2 of the formwork 100 is available for workers to perform construction, including fixing multiple formworks 100 through bolts and setting up support structures (to resist the stress generated during the pouring and curing of concrete).

FIG. 2 shows a building structure 1000 according to an embodiment of the present disclosure. A plurality of templates 100 are abutted against each other by their respective left side plates 106 and right side plates 104 so that the plane defined by the sides S1 of the templates 100 extends in the horizontal direction. The abutted templates 100 can be fixed together by appropriate bolts. According to some embodiments of the present disclosure, the bolts can be bolts 114 and nuts 116. The bolts 114 span the corresponding connection holes 112 of two adjacent templates 100, pass through the corresponding connection holes 112 of the templates 100 and the nuts 116 located on the opposite sides to fix the templates 100 together.

As shown in FIG. 2 , each of the templates 100 may have different sizes. More specifically, the templates 100 described in the present disclosure have the same long box-shaped structure, but may be different in length, width, and height. Please refer to FIG. 2 and FIG. 4 . When the building base 10 is uneven, or when the height dimensions of the templates are different, a plurality of bolts 114 are used as an adjustment structure, each of which is fixed in at least one connecting hole 112 of the lower plate 108 of the templates 100, wherein the bolts 114 fixed to the lower plate 108 are configured as an adjustment structure to extend through at least one connecting hole 112 of the lower plate 108 in an adjustable length and abut against the building base 10 to adjust the elevation of the templates 100 so that the upper plates 102 of the templates 100 jointly define a horizontal reference plane H. In some embodiments of the present disclosure, the user selects various bolts with different lengths according to the actual situation of the construction base 10.

FIG3 and FIG4 show a building structure 1000' according to an embodiment of the present disclosure. The building structure 1000' is a structure formed by further stacking and fixing a plurality of templates 100 on the horizontal reference plane H of the building structure 1000; the upper plates 102 and lower plates 108 of different templates 100 are stacked and fixed to each other so that the plane defined by the sides S1 of the templates 100 extends in the vertical direction. That is, the building structure 1000' comprises a plurality of layers composed of templates 100 stacked on each other, each of which is connected in the same way in the horizontal direction as the building structure 1000, wherein the bottommost layer of templates 100 in the building structure 1000' is arranged on a horizontal reference plane H, wherein the sides S1 of the building structure 1000' jointly define a substantially vertical plane P for concrete pouring. For ease of understanding, the second template described herein is the template 100 further arranged and stacked on the horizontal reference plane H shown in FIG. 2, and the template 100 that is in direct or indirect (through a scheduling structure) contact with the building base 10 is called the first template. Each of the second templates has the same structure as the first template, and as described in the previous paragraph, the size of each template 100 can be different to facilitate the arrangement according to the casting requirements. As described above, the plurality of second templates include a plurality of layers stacked on each other, and each of the plurality of layers is connected in the same way in the horizontal direction as the first templates, wherein the bottom layer of the plurality of layers of the second templates is arranged on the horizontal reference plane H, wherein the first templates and the second templates are configured so that one side of the first templates and the second templates jointly define a substantially vertical plane P for concrete casting.

As shown in FIG. 4 , since the building base 10 is not flat, the lowest layer of the building structure 1000' is only partially in direct contact with the building base 10. Therefore, in order to keep each template 100 of the building structure 1000' level, the building structure 1000' (or its base building structure 1000) may be provided with a plurality of adjustment structures at a relatively concave portion of the building base 10. According to an embodiment of the present disclosure, each adjustment structure may be composed of a bolt 114 (which is an adjustment bolt for adjusting the height of the template 100 from the building base 10) and a nut 116. The bolt 114 has an outer thread matching the inner thread of the nut 116. The bolt 114 passes through at least one connecting hole 112 of the lower plate 108 and the nut 116 from a second side 1082 of the lower plate 108 facing away from the building base, so that a free end of the bolt 114 abuts against the building base 10, and the nut 116 is sleeved on the bolt 114 and, after being rotated and adjusted on the bolt 114, abuts against a first side 1081 of the lower plate 108 facing the template 100 of the building base 10. In other words, the adjustment structure of FIG. 4 supports the lower plate 108 at the first side 1081 by the nut 116. Because the free end of the bolt 114 rests on the building base 10, and the nut 116 is sleeved on the bolt 114 and rests on the first side 1081 of the lower plate 108 of the template 100, the template 100 can be supported on the building base 10 by the bolt 114 and the nut 116, so that the adjacent templates 100 maintain approximately the same horizontal height.

As shown in FIG. 4 , if the height of the building base 10 itself is too high, additional fillers 20 can be placed on the building base 10 at the special depressions to adjust the excessive ground surface height difference. The filler 20 can be any object suitable for supporting the bolt 114, such as a wooden block or other similar objects. Those with common knowledge in the field know that when the template 100 adjacent to the building base 10 is too far away from the building base 10, the filler 20 can make up for the insufficient length of the adjustment bolt design. In some embodiments of the present disclosure, the type of filler 20 is selected according to the conditions of the construction site.

In some embodiments of the present disclosure, a flange (or gasket) is provided between the nut 116 and the first side 1081 of the lower plate 108 of the template 100 to provide the nut 116 with a stable support for the first side 1081 of the lower plate 108 of the template 100. According to one embodiment of the present disclosure, the nut 116 has a height H1 less than or equal to 14 mm.

FIG5 to FIG7 show schematic installation states of the adjustment structure according to an embodiment of the present disclosure at various stages. The adjustment structure shown in FIG5 to FIG7 includes a fixing structure 200, a nut 250, and a bolt 114, wherein the bolt 114 is an adjustment bolt for adjusting the elevation of the template 100. The fixing structure 200 includes a cylindrical body 210 having a through hole 206 therein, and the outer surface of the cylindrical body 210 of the fixing structure 200 has an outer thread 204 matching the inner thread 254 of the nut 250. The fixing structure 200 further has a flange 202, which is arranged at one end of the cylindrical body 210. As shown in FIG. 6 and FIG. 7, by extending the cylindrical body 210 of the fixing structure 200 from the first side 1081 of the lower plate 108 of the templates 100 through at least one connecting hole 112 of the lower plate 108 of the templates 100 and the hole 252 of the nut 250, the fixing structure 200 can be fixed on the lower plate 108 of the template 100 through the flange 202 and the nut 250 located on the second side 1082 of the lower plate 108 of the templates 100.

The adjustment structure shown in FIGS. 5 to 7 further includes a bolt 114 having an outer thread 120 matching the inner thread 208 of the through hole 206 of the fixing structure 200. Therefore, when the bolt 114 is screwed through the through hole 206 of the fixing structure 200 from the second side 1082 of the lower plate 108 of the templates 100, the bolt 114 is fixed to the lower plate 108 of the templates 100 through the fixing structure 200, and by adjusting (rotating) the bolt 114, one free end of the bolt 114 is against the building base 10. As described above, the fixing structure 200 has been fixed and abutted against the lower plate 108 of the formwork 100. When the user further adjusts (rotates) the bolt 114, the height of the formwork 100 can be adjusted by adjusting the length of the bolt 114 passing through the fixing structure 200 to further abut against the building base 10 to lift the lower plate 108 of the formwork 100.

The adjustment structure shown in Figures 5 to 7 is connected to the lower plate 108 of the template 100 at the first side 1081 of the lower plate 108 of the template 100 by the flange 202. The height H2 of the flange 202 is less than or equal to 2mm, for example, 2mm, 1.75mm, 1.45mm, 1.30mm, 1.10mm, 0.90mm, 0.70mm, 0.55mm, 0.45mm.

Figures 8 to 13 respectively show schematic installation states of the various stages of the adjustment structure according to an embodiment of the present disclosure. The adjustment structure shown in Figures 8 to 13 has a fixed structure 300, which includes a cylindrical body 302 with a through hole 308 therein. The cylindrical body 302 has a first section 304 and a second section 306, wherein the first section 304 has an internal thread 310 on the inner surface of the through hole 308, and the second section 306 has no thread inside. The fixed structure 300 further includes a first flange 312, which is arranged at one end of the cylindrical body 302. The height H3 of the first flange 312 is less than or equal to 2 mm, for example, 2 mm, 1.75 mm, 1.45 mm, 1.30 mm, 1.10 mm, 0.90 mm, 0.70 mm, 0.55 mm, 0.45 mm.

As shown in FIGS. 8 and 9, in some embodiments of the present disclosure, the cylindrical body 302 of the fixing structure 300 extends from the first side 1081 of the lower plate 108 of the template 100 facing the building base 10 through at least one connecting hole 112 of the lower plate 108 and abuts against the first side 1081 of the lower plate 108 of the template 100.

The second section 306 of the cylindrical body 302 of the fixing structure 300 has a lower mechanical strength than the first section 304 along the direction from the connecting hole 112 to the building base 10. For example, the second section 306 of the cylindrical body 302 has a thinner wall thickness than the first section 304 of the cylindrical body 302 or has appropriate notches or grooves, so that the second section 306 of the cylindrical body 302 is easier to deform under stress than the first section 304 of the cylindrical body 302. Thus, when the first flange 312 abuts against the first side 1081 of the lower plate 108 of the template 100, the second section 306 of the cylindrical body 302 can be deformed into a second flange 314 abutting against the second side 1082 of the lower plate 108 of the template 100 by a force applied to the cylindrical body 302 in the direction of the building base (for example, by the impact of a tool), so that the first flange 312 and the second flange 314 of the fixing structure 300 clamp the lower plate 108 of the template 100 and thus the fixing structure 300 is fixed on the connecting hole 112 of the lower plate 108.

FIG. 10 to FIG. 11 show a method of applying a force to the cylindrical body 302 of the fixing structure 300 using a twisting tool 400 in an embodiment of the present disclosure. After the first flange 312 abuts against the first side 1081, a threaded member 405 having one end coupled to the twisting tool 400 passes through the through hole 308 of the fixing structure 300 from bottom to top. The twisting tool 400 may be an electric screwdriver, and the threaded member 405 may be a bolt. The threaded member 405 has an outer thread 402 that matches the inner thread 310 of the fixing structure 300. When the twisting tool 400 is pressed against the first flange 312 and provides a torque in the rotation direction of the threaded member 405 to tighten the internal thread 310, the first section 304 with the internal thread 310 can be pulled toward the building base 10 and a force can be provided in the direction along the connecting hole 112 toward the building base 10. When the force exceeds the yield strength of the second section 306 of the cylindrical body 302, the second section 306 can be deformed, thereby causing the first section 304 of the cylindrical body 302 to move toward the connecting hole 112 and squeeze the second section 306 to become the second flange 314.

The above-mentioned direction along the connection hole 112 toward the building base 10 is only described with respect to the direction relative to the building base 10 of the embodiment shown in the building structure 1000 or the building structure 1000'. In other embodiments, the template 100 can be fixed with the fixing structure 300 in the connection hole 112 of the lower plate 108 before being set on the building base 10, that is, on the outer side of the long box-shaped template 100, the fixing structure 300 is passed through the connection hole 112 of the lower plate 108 from the outer side of the box shape, and a force is applied to the fixing structure 300 along the through hole 308 toward the outer side of the box shape, so that the fixing structure 300 is first installed on the template 100 and then set on the building base 10. FIG12 shows a cross-sectional view after removing the above-mentioned twisting tool 400 and threaded member 405 from FIG11, wherein the fixing structure 300 clamps the lower plate 108 by the first flange 312 and the second flange 314 and is fixed in the connecting hole 112 of the template 100.

As shown in FIG. 13 , after the fixing structure 300 is fixed to the connection hole 112 of the template 100, a bolt 114 is further provided, which has an outer thread 120 matching the inner thread 310 of the first section 304 of the fixing structure 300. The adjustment bolt is screwed through the through hole 308 of the fixing structure 300 from the second side 1082 of the lower plate 108 of the template 100, so that one free end of the bolt 114 rests on the building base, and by adjusting the penetration length of the torsion bolt 114, the elevation of the template 100 can be adjusted in a linked manner.

In the embodiments disclosed in Figures 5 to 7 and Figures 8 to 13, the lower plate 108 of the template 100 is fixed with only one flange on the first side 1081 facing the building base 10, and the size of the flange is less than or equal to 2 mm, which is beneficial when the distance between the bottom of the template 100 and the building base 10 is not large. The fixing structure 300 disclosed in the embodiments of Figures 8 to 13 has the advantage of lower cost, and is more convenient to disassemble than the fixing structure 200 disclosed in the embodiments of Figures 5 to 7, which is convenient during on-site construction.

10: Construction base

20: Filler

100: Template

114: Bolts

116: Nut

1000': Building structure

1081: First side

1082: Second side

H1: Height

Claims (6)

A building structure is used to be set on a building base. The building structure includes: a plurality of first templates, each of which includes: an upper plate, a lower plate, a left side plate, a right side plate and a middle plate, wherein the periphery of the middle plate is connected to one side of the upper plate, the lower plate, the left side plate and the right side plate respectively, so as to roughly present a long box shape with an opening, wherein the upper plate, the lower plate, the left side plate and the right side plate each have at least one connecting hole therein, and the The templates are each connected to each other transversely through a connecting hole in the left side plate or the right side plate through at least one bolt; and at least one adjustment structure is each fixed in the at least one connecting hole of the lower plate of the first templates, wherein the at least one adjustment structure is configured to extend through the at least one connecting hole of the lower plate in an adjustable length and abut against the building base to adjust the elevation of the first templates so that the upper plates of the first templates jointly define a horizontal reference plane , wherein the adjustment structure comprises: a nut; a fixing structure, which comprises: a cylindrical body having a through hole therein, the outer surface of the cylindrical body of the fixing structure having an outer thread matching an inner thread of the nut; and a flange, arranged at one end of the cylindrical body; wherein the cylindrical body of the fixing structure extends from a first side of the lower plate of the first templates facing the building base through the at least one connecting hole of the lower plate of the first templates and the nut, The fixing structure is fixed to the lower plate by the flange and the nut located on a second side of the lower plate of the first templates facing away from the building base; and an adjusting bolt having an outer thread matching the inner thread of the through hole of the fixing structure, wherein the adjusting bolt is screwed through the through hole of the fixing structure from the second side of the lower plate of the first templates, so that a free end of the adjusting bolt abuts against the building base and the fixing structure abuts against the lower plate. The building structure of claim 1 further comprises: a plurality of second formworks, each of which has the same structure as the first formworks, and the second formworks comprise a plurality of layers stacked one on top of the other, each of the plurality of layers being connected in the same manner in the transverse direction as the first formworks, wherein the bottommost layer of the plurality of layers of the second formworks is disposed on the horizontal reference plane, wherein the first formworks and the second formworks are configured so that one side of the first formworks and the second formworks jointly define a substantially vertical plane for concrete pouring. For example, in the building structure of claim 1, the thickness of the flange of the adjustment structure is less than 2 mm. A building structure is used to be set on a building base. The building structure includes: a plurality of first templates, each of which includes: an upper plate, a lower plate, a left side plate, a right side plate and a middle plate, wherein the periphery of the middle plate is connected to the upper plate, the lower plate, the left side plate and one side of the right side plate respectively, so as to roughly present a long box shape with an opening, wherein the upper plate, the lower plate, the left side plate and the right side plate each have at least one connecting hole therein, and each of the templates is inserted through at least one bolt. The left side plate or the right side plate are connected to each other transversely through the connecting hole in the left side plate or the right side plate; and at least one adjustment structure, each of which is fixed in the at least one connecting hole of the lower plate of the first templates, wherein the at least one adjustment structure is configured to extend through the at least one connecting hole of the lower plate in an adjustable length and abut against the building base to adjust the elevation of the first templates so that the upper plates of the first templates jointly define a horizontal reference plane, wherein the adjustment structure includes: a fixing structure, which includes: a circular hole having a through hole therein; The cylindrical body is defined as a first section and a second section, wherein the first section has an internal thread on the inner surface of the through hole, and the second section has no thread inside; and a first flange is arranged at one end of the cylindrical body; wherein the cylindrical body of the fixing structure extends from a first side of the lower plate of the first templates facing the building base through the at least one connecting hole of the lower plate of the first templates; wherein the second section of the cylindrical body is configured so that when the first flange abuts against the first side, the cylindrical body is directed toward the building base. Under the action of a force applied to the cylindrical body in the direction of the building base, the cylindrical body is deformed into a second flange on a second side of the lower plate of the first templates facing away from the building base, so that the first flange and the second flange of the fixing structure clamp the lower plate of the first templates; an adjusting bolt having an outer thread matching the inner thread of the first section of the fixing structure; wherein the adjusting bolt is spirally passed through the through hole of the fixing structure from the second side of the lower plate, so that a free end of the adjusting bolt is against the building base. A construction method, comprising: placing a plurality of first templates on a construction base, each of the first templates comprising: an upper plate, a lower plate, a left plate, a right plate and a middle plate, wherein the periphery of the middle plate is connected to one side of the upper plate, the lower plate, the left plate and the right plate respectively, so as to roughly present a long box shape with an opening, wherein the upper plate, the lower plate, the left plate and the right plate each have The first templates are provided with at least one connecting hole therein; the first templates are laterally connected by at least one bolt through the connecting hole in the left side plate or the side plate of the first templates; at least one adjustment structure is fixed to the lower plate of the first templates; and the elevation of the lower plate of the first templates from the building base is adjusted by the at least one adjustment structure so that the upper plates of the first templates jointly define a horizontal reference plane, wherein the adjustment structure The structure comprises an adjusting bolt, a nut and a fixing structure, wherein the fixing structure has a cylindrical body with a through hole therein, the outer surface of the cylindrical body of the fixing structure has an outer thread matching an inner thread of the nut; and a flange, which is arranged at one end of the cylindrical body, and wherein adjusting the elevation of the lower plate of the first templates from the building base comprises: placing the nut against a second lower plate facing away from the building base; side; passing the cylindrical body of the fixing structure through the at least one connecting hole and the nut from the first side of the lower plate of the first templates facing the building base, so that the fixing structure is fixed on the lower plate by clamping the flange and the nut; and screwing the adjustment bolt through the through hole of the cylindrical body from the second side of the lower plate to penetrate the fixing structure, so that a free end of the adjustment bolt rests on the building base. A construction method, comprising: placing a plurality of first templates on a construction base, each of the first templates comprising: an upper plate, a lower plate, a left side plate, a right side plate and a middle plate, wherein the periphery of the middle plate is connected to one side of the upper plate, the lower plate, the left side plate and the right side plate respectively, so as to roughly present a long box shape with an opening, wherein the upper plate, the lower plate, the left side plate and the right side plate each have at least one connecting hole therein; using at least one bolt to pass through the first templates The first templates are laterally connected through the connecting hole in the left side plate or the side plate of the first templates: at least one adjustment structure is fixed to the lower plate of the first templates; and the elevation of the lower plate of the first templates from the building base is adjusted by using the at least one adjustment structure, so that the upper plates of the first templates jointly define a horizontal reference plane, wherein the adjustment structure includes an adjustment bolt and a fixing structure, and the fixing structure includes: a cylindrical body having a through hole therein, the cylindrical body being defined as a first section and a second section, wherein The first section has an internal thread on the inner surface of the through hole, and the second section has no thread inside, and a first flange is arranged at one end of the cylindrical body, and the adjustment bolt has an external thread matching the first section of the fixing structure, wherein adjusting the elevation of the lower plate of the first templates from the building base includes: passing the cylindrical body of the fixing structure from a first side of the lower plate facing the building base through the at least one connecting hole of the lower plate of the first templates, so that the first flange of the fixing structure abuts against On the first side of the lower plate of the first templates; along the direction toward the building base, a force is applied to the cylindrical body, so that the second section of the cylindrical body is deformed to abut against a second flange on a second side of the lower plate facing away from the building base, so that the first flange and the second flange clamp the lower plate and fix the fixing structure to the lower plate of the first templates; the adjustment bolt is screwed through the through hole of the fixing structure from the second side, so that a free end of the adjustment bolt abuts against the building base.

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