CN116025115A - Construction method of angle structure of archaized building - Google Patents

Abstract

The invention relates to a construction method of an angle prop structure of an archaized building, which comprises the following steps: assembling the top of the corner of the building main body structure according to the design of the corner structure to form a corner main body layer, and checking and adjusting the corner main body layer in the assembling process to ensure that the shape of the assembled corner main body layer is consistent with the design and modeling of the corner structure; and pouring concrete on the prop angle main body layer to form a prop angle concrete layer. The angle support main body layer is formed by assembling, so that assembling errors can be continuously checked in the assembling process, and the assembling errors can be timely found, so that the assembling accuracy of the angle support main body layer is improved, a large amount of post reworking is avoided, after the shape of the angle support main body layer formed by assembling is consistent with the design modeling of the angle support structure, concrete is poured on the angle support main body layer to form an angle support concrete layer, the angle support concrete layer is matched with the design modeling of the angle support structure better, and the forming quality of the angle support concrete layer can be greatly improved.

Description

Construction method of angle structure of archaized building

Technical Field

The invention relates to the technical field of buildings, in particular to a construction method of an archaized building hip angle structure.

Background

The prop angle is one of the main characteristics of Chinese ancient buildings, and is called prop angle, which is the roof structure of the corner of the building where the Chinese ancient building is in a mountain or four houses. The marked building node at the corner of the roof is commonly called as a cornice, the northern part is called as a wing angle, the wooden structure of the hip angle is completed by wood work and tile work, and the two methods are divided into a tender hip-expansion hip and a water hip-expansion hip.

The traditional construction method of the prop angle is to pour the prop angle concrete structure firstly, then hang and install the prop angle main body structure under the prop angle concrete structure, the prop angle main body structure must be installed according to the prop angle concrete structure, therefore, the precision requirement on the construction process of the prop angle concrete structure is high. However, the prop angle concrete structure is formed by formwork pouring, once the shape of the prop angle concrete structure deviates, the prop angle concrete structure can not be adjusted, can only be removed, has low fault tolerance, and delays the construction progress and wastes time and labor if the prop angle concrete structure is removed and the prop angle concrete structure is re-constructed.

Disclosure of Invention

The invention aims to overcome the defects of the prior art, and provides a construction method of an archaized building prop angle structure, so as to solve the problem of lower fault tolerance of the traditional prop angle construction method.

In order to achieve the above purpose, the invention provides a construction method of an archaized building prop angle structure, which comprises the following steps:

assembling the top of the corner of the building main body structure according to the design of the corner structure to form a corner main body layer, and checking and adjusting the corner main body layer in the assembling process to ensure that the shape of the assembled corner main body layer is consistent with the design modeling of the corner structure;

and pouring concrete on the prop angle main body layer to form a prop angle concrete layer.

Compared with the traditional construction method of the prop angle, the one-time concrete pouring forming method cannot be adjusted in the later period, the prop angle main body layer is formed by splicing the top of the corner of the building main body structure according to the design of the prop angle structure, and as the prop angle main body layer is formed by splicing, the splicing errors can be continuously checked and timely found in the splicing process, so that the splicing errors can be timely adjusted and corrected, the splicing accuracy of the prop angle main body layer is improved, a large amount of reworking in the later period is avoided, after the shape of the prop angle main body layer formed by splicing is ensured to be consistent with the design modeling of the prop angle structure, the prop angle concrete layer is formed by pouring concrete on the prop angle main body layer, so that the prop angle main body layer is better matched with the design modeling of the prop angle structure, and the forming quality of the prop angle concrete layer can be greatly improved.

The invention provides a further improvement of a construction method of an angle structure of an archaized building, which comprises the steps of providing an old prop, a tender prop and a vertical plate when a main body layer of the angle structure is assembled, obliquely installing the tender prop on one end part of the old prop, enabling the tender prop to be in an upward inclined shape from the position close to the old prop end to the position far away from the old prop end, installing and connecting the vertical plate between the old prop and the tender prop and positioned above the old prop and the tender prop, and splicing the old prop, the tender prop and the vertical plate to form a triangular shape matched with the design and the modeling of the angle structure;

installing the other end part of the hip on the top of the corner of the building main body structure according to the design position of the hip, and enabling the hip to be short and inclined downwards from the end close to the building main body structure to the end far from the building main body structure;

providing a panel assembly, paving and installing the panel assembly between the vertical plate and the top of the building main body structure positioned at two sides of the vertical plate, so that the panel assembly is in a curved surface shape consistent with the design shape of the angle prop structure;

and when the prop angle concrete layer is poured, pouring concrete on the panel assembly to form the prop angle concrete layer.

The invention relates to a construction method of an angle structure of an archaized building, which is further improved by providing a bearing component before constructing the panel component, and installing and connecting the bearing component between the hip and the top of a main structure of the building positioned at two sides of the hip;

the panel assembly is mounted over the support assembly while the panel assembly is being constructed.

The invention relates to a construction method of an angle structure of an archaized building, which is further improved in that a corner of a main structure of the building is provided with a pair of first construction surfaces which are mutually vertical and are vertically arranged, and a second construction surface which is vertically connected with one end of the pair of first construction surfaces which are far away from each other and are vertically arranged, the other end of the old prop is arranged at the joint of the pair of first construction surfaces, and a bearing assembly is arranged in an area formed by encircling the first construction surfaces, the second construction surfaces and the old prop;

when the bearing component is installed, a straight supporting net rafter, a bent inner port wood, a mountain supporting wood and a curved cornice plate are provided, the mountain supporting wood is installed at the top of a first construction surface and is supported and connected between the second construction surface and the mountain supporting wood, the top surface of the mountain supporting wood is in an inclined shape which is close to the high side end and far away from the low side end of the mountain supporting wood, the bent inner port wood is installed and connected between one end of the mountain supporting wood, which is close to the first side end, and the second construction surface, a plurality of straight supporting net rafters are arranged at intervals along the length direction of the bent inner port wood, so that one end of the straight supporting net rafters is installed above the mountain supporting wood and the other end of the straight supporting net rafters is installed below the bent inner port wood, the straight supporting net is in an inclined shape which is close to the high side end of the mountain supporting wood and far away from the low side end of the mountain supporting wood, the bent cornice plate is installed and connected between one end of the tender supporting wood and the second construction surface, and the straight supporting net rafters are installed at intervals along the length direction of the bent inner port wood, and the bent supporting wood is far away from the first side surface.

The invention relates to a further improvement of a construction method of an angle structure of an archaized building, which comprises the steps of providing a first roof, a second roof and a standing foot fly rafter in an arc shape after the bent cornice is constructed, laying and installing the first roof in an area formed by enclosing a first construction surface, the second construction surface, bent back wood and the angle structure, enabling the first roof to be in an inclined shape which is close to the first construction surface end and is far away from the first construction surface end, laying and installing the second roof in an area formed by enclosing the second construction surface, the bent back wood, the tender back wood and the bent back wood, enabling the second roof to be in an upward tilting shape in the direction from the second construction surface to the tender back wood, enabling the top surface of the bent back wood to be provided with a plurality of penetrating through the bent back wood at intervals along the length direction of the bent back wood, enabling the second roof to be in an abutting mode of the first mounting the first roof and the second roof to be in an abutting mode, and enabling the second roof to be in an abutting mode of the first roof and the second roof to be in an abutting mode, and a plurality of corresponding to the first roof and the second roof are fitted to the second roof to be in an abutting mode, and a plurality of the first roof is fitted to the first roof and the second roof is fitted to be in an abutting mode;

and when the panel assembly is constructed, the panel assembly is mounted on the standing foot flying rafter.

The invention further improves the construction method of the angle structure of the archaized building, which is characterized in that the top surface of the first construction surface, the top surface of the second construction surface and the top surface of the bent cornice are higher than the top surface of the panel assembly, and a pouring space is formed by enclosing the panel assembly, the first construction surface, the second construction surface and the bent cornice;

and when the prop angle concrete layer is poured, pouring concrete into the pouring space to form the prop angle concrete layer.

The invention further improves the construction method of the angle structure of the archaize building, which is characterized in that when the vertical leg fly rafters are constructed, one end of the vertical leg fly rafters far away from the first construction surface is abutted against and mounted on the curved cornice board.

The invention further improves the construction method of the angle structure of the archaize building, which is characterized in that when constructing the stand-off flying rafters, the spacing between a plurality of stand-off flying rafters and the first construction surface is gradually increased from the second construction surface to the vertical plate.

The invention provides a construction method of an angle structure of an archaized building, which is further improved in that when a panel assembly is constructed, a roll-up plate, a first turtle shell plate and a second turtle shell plate are provided, the roll-up plate is installed at the joint of a second construction surface and a bent cornice, a plurality of first turtle shell plates are covered and installed in an area formed by encircling the riser, the bent cornice and the roll-up plate, one end of the first turtle shell plate is installed on the riser, the other end of the first turtle shell plate is installed on the bent cornice, two adjacent first turtle shell plates are connected in a splicing manner, the first turtle shell plates adjacent to the roll-up plate are connected with the roll-up plate in a splicing manner, a plurality of second turtle shell plates are covered and installed on the first construction surface, the second construction surface, the roll-up plate, the first turtle shell plates and the area formed by encircling the roll-up plate, one end of the first turtle shell plates is installed on the riser, the other end of the second turtle shell plates is installed between the second construction surface and the second roll-up plate, the other end of the second turtle shell plates is installed on the second roll-up plate, and the other end of the roll-up plate is installed between the first turtle shell plates and the second roll-up plate.

The invention provides a construction method of an archaize building prop angle structure, which is further improved in that when a vertical plate is installed, a carrying pole wood section, a triangular water chestnut wood section and a separation section are provided, the water chestnut wood section is installed and connected at the joint of the old prop and the young prop and positioned on the old prop and the young prop, the carrying pole wood section is installed on the water chestnut wood section, one end of the carrying pole wood section is installed on the old prop and the other end of the carrying pole wood section is installed on the young prop, an included angle is formed between the carrying pole wood section and the young prop, the separation section is installed at the joint of the carrying pole wood section and the young prop and positioned on the carrying pole wood section and the young prop, the top surface of the carrying pole wood section is arc-shaped, and the top surfaces of the separation section and the carrying pole wood section are spliced to form an arc-shaped structure from a position close to a main building body structure end to an upward-away end.

Drawings

FIG. 1 is a flow chart of a construction method of an angle structure of an archaized building.

FIG. 2 is a top view of the hip angle body layer in the method of constructing the hip angle structure of the pseudo-classic architecture of the present invention.

FIG. 3 is a state diagram of the construction method of the angle structure of the archaized building of the present invention after the hip is mounted on the main structure of the building.

Fig. 4 is a view showing the construction method of the supporting member for the supporting member of the present invention.

Fig. 5 is a state diagram of the construction method of the angle structure of the archaized building after the mounting of the vertical leg fly rafters.

FIG. 6 is a state diagram of the construction method of the angle structure of the archaized building after the panel assembly is installed.

Symbol description: the building main body structure 10, the first construction face 11, the second construction face 12, the old hip 20, the young hip 30, the vertical plate 40, the shoulder pole wood section 41, the water chestnut wood section 42, the separation section 43, the bearing component 50, the straight net rafter 51, the curved inner port wood 52, the bayonet 521, the mountain wood 53, the curved cornice board 54, the first roof board 55, the second roof board 56, the vertical foot flying rafter 57, the panel component 60, the rolling hip board 61, the first turtle shell board 62, the second turtle shell board 63, the casting space 70 and the wood beam 80.

Detailed Description

The present invention will be described in further detail with reference to the drawings and examples, in order to make the objects, technical solutions and advantages of the present invention more apparent. It should be understood that the specific embodiments described herein are for purposes of illustration only and are not intended to limit the scope of the invention. All other embodiments, which can be made by those skilled in the art based on the embodiments of the invention without making any inventive effort, are intended to be within the scope of the invention.

The invention provides a construction method of an angle prop structure of an archaized building, which comprises the steps of firstly completing the assembly construction of an angle prop main body layer, then pouring an angle prop concrete layer, and after the concrete strength reaches the standard, making a roof tile project, wherein the angle prop curvature is better, smoother and graceful, and the construction efficiency and the construction difficulty fault tolerance are improved; meanwhile, the construction process of an expansion bolt is reduced, and the embedded structure is adopted to be more stable and firm. Greatly improves convenience in construction operation space.

The construction method of the angle prop structure of the archaized building is described below with reference to the accompanying drawings.

Referring to fig. 1 and 2, in this embodiment, a construction method of an angle structure of an archaized building includes the following steps:

s101: assembling the top of the corner of the building main structure 10 according to the design of the corner structure to form a corner main layer, and checking and adjusting the corner main layer in the assembling process to ensure that the shape of the assembled corner main layer is consistent with the design and modeling of the corner structure;

s102: and pouring concrete on the prop angle main body layer to form a prop angle concrete layer.

Compared with the traditional construction method of the prop angle, the one-time forming of concrete pouring cannot be adjusted in the later period, in the construction method of the prop angle structure of the pseudo-classic architecture, the prop angle main body layer is formed by assembling the prop angle structure according to the design of the prop angle structure at the top of the corner of the architecture main body structure 10, and as the prop angle main body layer is formed by assembling, the assembling errors can be continuously checked in the assembling process, so that the assembling errors can be timely adjusted and corrected, the assembling precision of the prop angle main body layer is improved, a large amount of reworking in the later period is avoided, after the shape of the prop angle main body layer formed by assembling is ensured to be consistent with the design and the modeling of the prop angle structure, the prop angle concrete layer is formed by pouring concrete on the prop angle main body layer, so that the prop angle main body layer is better consistent with the design and modeling of the prop angle structure, the forming quality of the prop angle concrete layer can be greatly improved, the construction efficiency is improved, and the fault tolerance and the convenience of construction are improved.

Referring to fig. 3, in a specific embodiment, when the hip body layer is assembled, an hip 20, a hip 30 and a vertical plate 40 are provided, the hip 30 is obliquely installed on one end of the hip 20, the hip 30 is made to be inclined upwards from the end close to the hip 20 to the end far away from the hip 20, the vertical plate 40 is installed and connected between the hip 20 and the hip 30 and is positioned above the hip 20 and the hip 30, and a triangle shape matched with the design shape of the hip angle structure is formed by splicing the hip 20, the hip 30 and the vertical plate 40;

installing the other end part of the hip 20 at the top of the corner of the building main body structure 10 according to the design position of the hip 20, and enabling the hip 20 to be short and inclined downwards from the end close to the building main body structure 10 to the end far from the building main body structure 10;

providing a panel assembly 60, wherein the panel assembly 60 is paved and installed between the vertical plate 40 and the top of the building main body structure 10 positioned at two sides of the vertical plate 40, so that the panel assembly 60 is in a curved surface shape consistent with the design shape of the hip angle structure;

when casting the hip concrete layer, concrete is cast over the panel assembly 60 to form the hip concrete layer.

Referring to fig. 3, preferably, when the hip 20 is installed, expansion bolts are provided to be inserted through the top of the corner of the building main structure 10 and the hip 20 to firmly attach the hip 20 to the top of the corner of the building main structure 10.

Referring to fig. 3, preferably, in installing the hip 30, a jack pin is provided to be installed on the hip 20 and the hip 30 in a penetrating manner to firmly attach the hip 30 to the hip 20.

Further, prior to construction of the panel assembly 60, a support assembly 50 is provided, the support assembly 50 being mounted between the hip 20 and the top of the building body structure 10 on either side of the hip 20;

the panel assembly 60 is mounted over the support assembly 50 while the panel assembly 60 is being constructed.

Referring to fig. 4, further, the corner of the building main structure 10 has a pair of first construction surfaces 11 perpendicular to each other and arranged vertically, and a second construction surface 12 connected perpendicularly to one end of the pair of first construction surfaces 11 away from each other and arranged vertically, the other end of the hip 20 is mounted at the joint of the pair of first construction surfaces 11, and the bearing assembly 50 is mounted in an area enclosed by the first construction surfaces 11, the second construction surfaces 12, and the hip 20;

when the bearing component 50 is installed, a straight-supporting net rafter 51, a curved inner port wood 52, a mountain wood 53 and a curved cornice plate 54 which is arc-shaped are provided, the mountain wood 53 is installed at the top of the first construction surface 11 and is supported and connected between the second construction surface 12 and the mountain wood 20, the top surface of the mountain wood 53 is inclined close to the end of the mountain wood 20 and far away from the end of the mountain wood 20, the curved inner port wood 52 is installed and connected between one end of the tender support 30 close to the end of the mountain wood 20 and the second construction surface 12, a plurality of straight-supporting net rafters 51 are arranged at intervals along the length direction of the curved inner port wood 52, one end of the straight-supporting net rafters 51 is installed above the mountain wood 53 and the other end of the mountain wood 52 is installed below the curved inner port wood 52, the straight-supporting net rafters 51 are inclined close to the end of the mountain wood 20 and far away from the end of the mountain wood 53, the first construction surface is inclined away from the end of the first construction surface 12, and the second construction surface 54 is connected far away from the end of the mountain wood 52.

Preferably, the top surface of the straight net rafter 51 is provided with a slot adapted to the curved inner opening wood 52, and the curved inner opening wood 52 is clamped and fixed in the slot, so as to enhance the connection strength between the straight net rafter 51 and the curved inner opening wood 52. One end of the straight-falling net rafter 51 is supported and fixed through the mountain supporting wood 53, and the other end of the straight-falling net rafter is hung and installed on the curved inner opening wood 52, so that the stress performance and stability of the straight-falling net rafter 51 are enhanced.

Because the top surface of the prop wood 53 is inclined to be higher near the end of the hip 20 and lower far away from the end of the hip 20, the straight-falling net rafters 51 are mounted on the top surface of the prop wood 53, so that the setting heights of the straight-falling net rafters 51 are gradually increased from the second construction surface 12 to the direction of the hip 20.

The length of the bent inner opening wood 52 is greater than that of the prop wood 53, and the setting height of the bent inner opening wood 52 is lower than that of the prop wood 53, so that the distance between two adjacent straight-falling net rafters 51 is gradually increased from the first construction surface 11 to the direction of the bent inner opening wood 52, and a plurality of straight-falling net rafters 51 are in a downward divergent shape.

The skeleton structure of the prop angle main body layer is formed by splicing the old prop 20, the tender prop 30, the vertical plate 40, the straight-falling net rafters 51, the bent inner opening wood 52, the prop mountain wood 53 and the bent cornice plate 54, so that the integrity and the stress performance are enhanced, and meanwhile, the installation and the adjustment are convenient.

Referring to fig. 4, in a specific embodiment, before the old prop 20 is installed, a wood column 80 and a square column are provided, the top surface of the wood column 80 and the top surface of the square column are inclined, the wood column 80 is installed above the first construction surface 11, the square column is installed on a side of the wood column 80 away from the first construction surface 11, and the top surface of the square column 80 and the top surface of the square column are butted to form a downward inclined shape from a direction close to the first construction surface 11 to a direction away from the first construction surface 11 and are matched with a design position of the top surface of the old prop 20.

When the hip 20 is installed, the other end of the hip 20 is installed on the wood balk 80 and the square pillar to support the hip 20, thereby enhancing the stability of the hip 20.

When the prop wood 53 is installed, the prop wood 53 is installed over the wood balk 80 to enhance the stability of the prop wood 53.

Preferably, a space is provided between the top surface of the prop-hill wood 53 and the top end of the first construction surface 11.

Further, when the wood beams 80 are installed, a cornice is provided, and the cornice is installed on the second construction surface 12 so that the top surface of the cornice is flush with the second construction surface 12.

When the bent inner opening wood 52 is installed, the bent inner opening wood 52 is installed and connected between one end of the young hip 30, which is close to the young hip 20, and the cornice.

Referring to fig. 4 and 5, in a specific embodiment, after the curved cornice 54 is constructed, providing a first cornice 55, a second cornice 56 having an arc shape, and a foot rest stop 57, laying and installing the first cornice 55 in a region formed by the first construction surface 11, the second construction surface 12, the bent back wood 52 and the old support 20 in a covering manner, making the first cornice 55 in an inclined shape having a lower end near the first construction surface 11 and a higher end far from the first construction surface 11, laying and installing the second cornice 56 in a region formed by the second construction surface 12, the bent back wood 52, the tender 30 and the curved shielding plate 54 in a covering manner, making the second cornice 56 in an upturned shape from the second construction surface 12 to the tender 30, making the second support plate 56 fit to the foot rest stop 52 in a penetrating direction along the second support surface 52, and attaching the foot rest stop 57 to the first support surface 521, and attaching the second support plate 56 to the second support surface 55 in a plurality of the second support surface 55, and attaching the second support plate 55 to the second support surface 55 in a plurality of support surfaces 55;

referring to fig. 5 and 6, the panel assembly 60 is mounted on the stand fly rafter 57 when the panel assembly 60 is constructed.

Referring to fig. 5, the top surface of the stand fly 57 preferably has an upward lift shape adapted to the design shape of the panel assembly 60 from the first work surface 11 to the curved cornice 54. The first roof panel 55, the second roof panel 56 and the foot fly rafters 57 are spliced to form a unitary deck structure to increase the load bearing capacity of the support assembly to support the panel assembly 60.

Referring to fig. 6, further, the top surface of the first construction surface 11, the top surface of the second construction surface 12, and the top surface of the curved cornice 54 are higher than the top surface of the panel assembly 60, and a casting space 70 is defined by the panel assembly 60, the first construction surface 11, the second construction surface 12, and the curved cornice 54;

and when the prop angle concrete layer is poured, pouring concrete into the pouring space 70 to form the prop angle concrete layer.

Further, when the footer rafters 57 are constructed, one end of the footer rafters 57 away from the first construction surface 11 is abutted against and mounted on the curved shielding plate 54.

Further, when the foothold rafters 57 are constructed, the distances between the plurality of foothold rafters 57 and the first construction surface 11 are gradually increased from the second construction surface 12 to the riser 40.

Referring to fig. 6, in a specific embodiment, when the panel assembly 60 is constructed, a roll-up plate 61, a first roll-up plate 62 and a second roll-up plate 63 are provided, the roll-up plate 61 is mounted at the joint of the second construction surface 12 and the bent cornice plate 54, a plurality of first roll-up plates 62 are laid and mounted on the riser 40, the bent cornice plate 54 and the roll-up plate 61 in an area formed by enclosing, so that one end of the first roll-up plate 62 is mounted on the riser 40 and the other end is mounted on the bent cornice plate 54 and two adjacent roll-up plates 62 are spliced and connected, a plurality of second roll-up plates 63 are laid and mounted on the first construction surface 11, the second construction surface 12, the roll-up plate 62 are mounted on the riser 40 and the second roll-up plate 62 and the other end is formed by splicing the first roll-up plates 62 and the roll-up plates 63, and the second roll-up plates 63 are mounted on the riser 40 and the second roll-up plates 62 and the other end is formed by splicing the two roll-up plates 63 and the first roll-up plates 62 and the roll-up plates 61.

Further, when the hip-up plate 61 is mounted, the hip-up plate 61 is mounted on the leg-up rafter 57.

Further, when the first turtle shell plate 62 is mounted, the first turtle shell plate 62 is mounted on the foot fly rafter 57.

Further, when the second turtle shell plate 63 is mounted, the second turtle shell plate 63 is mounted on the stand-off rafter 57.

Referring to fig. 3 and 5, in a specific embodiment, when the riser 40 is installed, a shoulder pole wood section 41, a triangular water chestnut wood section 42 and a separation section 43 are provided, the water chestnut wood section 42 is installed and connected at the joint of the shoulder pole 20 and the young hip 30 and is located above the shoulder pole 20 and the young hip 30, the shoulder pole wood section 41 is installed above the water chestnut wood section 42, one end of the shoulder pole wood section 41 is installed above the shoulder pole 20 and the other end is installed above the young hip 30, an included angle is formed between the shoulder pole wood section 41 and the young hip 30, the separation section 43 is installed at the joint of the shoulder pole wood section 41 and the young hip 30 and is located above the young hip 30, the top surface of the shoulder pole wood section 41 is arc-shaped, the top surface of the separation section 43 is arc-shaped, and the top surface of the separation section 43 is adjacent to the top surface of the building body 10 and the side of the building body, and the side of the separation section 41 is far from the top surface of the building body 10.

Referring to fig. 3 and 5, further, when the shoulder pole wood section 41, the water chestnut wood section 42 and the partition section 43 are installed, a first bolt, a second bolt and a third bolt are provided, the first bolt is installed on the shoulder pole wood section 41, the water chestnut wood section 42, the hip 20 and the hip 30 in a penetrating manner, so that the shoulder pole wood section 41, the water chestnut wood section 42, the hip 20 and the hip 30 are fastened together, the top end of the first bolt extends out of the top surface of the shoulder pole wood section 41 and is bent to form a first bending part, the second bolt is installed on one end of the shoulder pole wood section 41 and the hip 20 in a penetrating manner, one end of the shoulder pole wood section 41 is fastened and connected to the upper side of the hip 20, the top end of the second bolt extends out of the top surface of the shoulder pole wood section 41 and is bent to form a second bending part, and the third bolt is installed on the shoulder pole wood section 41, the partition section 43 and the hip 30 in a penetrating manner, and the top end of the shoulder pole wood section 41 is bent to form a third bending part, and the top surface of the shoulder pole wood section 41 is fastened together.

Referring to fig. 4 and 5, when the straight-raising and falling net rafter 51 is installed, a fourth bolt is provided, and is installed on the curved inner port wood 52 and the straight-raising and falling net rafter 51 in a penetrating manner, so that the straight-raising and falling net rafter 51 is fixedly connected under the curved inner port wood 52, and the top end of the fourth bolt extends out of the top surface of the curved inner port wood 52 and is bent to form a fourth bending portion.

Further, when constructing the prop angle concrete layer, the structural reinforcement of the prop angle concrete layer is bound and constructed on the panel assembly 60, and the structural reinforcement of the prop angle concrete layer is fixedly installed with the first bending part, the second bending part, the third bending part and the fourth bending part, so that the connection strength and the integrity between the prop angle concrete layer and the prop angle main body layer are enhanced.

The construction flow of the construction method of the angle structure of the archaized building is described below.

1. Pre-installing a prop angle wood structure, pre-installing 2, installing prop mountain wood 53 and bent inner opening wood 52, installing 3, installing a net-throwing rafter, installing 4, installing a vertical leg flyer rafter 57, installing 5, installing a bent cornice plate 54, installing 6, installing a prop plate 61, 7, straightening steel bars, 8 and pouring concrete

Before the old hip 20 is installed, the wood balm 80 structure (the section of the acting point of the old hip 20 is increased) is installed, the old hip 20 hip tail is installed and fixed with a concrete corner post by adopting an expansion bolt, and a butt bolt at the child wood and jack pin is reserved on the shoulder pole wood to enable a bent anchor to extend into a concrete slab gluten.

1. Pre-mounting of prop angle wood structure

Before the hip angle is installed, the hip 20, the young hip 30, the water chestnut wood, the hypaphorium wood and the shoulder pole wood can be assembled together by related components such as child wood, jack pins and the like, so that the workload of overhead operation during installation is reduced, and the working efficiency is improved; the intersecting angle of the young hip 30 and the old hip 20 and the raising height of the young hip 30 can be unified by pre-assembling, so that the young hip 30 and the old hip are compared with each other, and the installation error can be reduced, so that the engineering quality is improved.

2. Mounting of prop mountain wood 53 and bent inner opening wood 52

(1) The prop-mountain wood 53 may have a length that is approximately one-rank rafter opening beyond the straight web rafter and a bottom width that may be slightly less than the gallery joist. The prop wood 53 is installed on the corridor girder, and for firm installation, it is necessary to make a reed shell to make it tightly lie on the girder surface, and to connect with the girder by iron nails. The upper back of the hip wood 53 should be rounded or rounded at both sides. When the net rafter is broken, the upper back of the net rafter can be opened.

(2) The bent inner opening wood 52 is provided with openings according to the rafter distance of the net rafters to erect the foot fly rafters 57. The net rafter is a member which gradually transits to the side of the tender hip 30 from the straight net rafter 51 from the inside to the outside and from the bottom to the top, so that the member is curved in shape, tooth-shaped in vertical plane and gradually rises, the bent inner opening wood 52 is fixed by bolts according to the requirement, and the bolt tail is anchored in the slab bars.

3. Installation of net-throwing rafters

When in installation, the front end rafter surface of the net-throwing rafter is flat-closed with the bottom of the bent inner opening wood 52, and the inclined surfaces of the tail end of each net-throwing rafter are flat-closed at the mutually-intersected positions, so that a larger gap cannot be formed. The round rafter bottom is intersected with the orange pulp shape, and if the round rafter bottom has a height, the round rafter bottom can be corrected by pushing and planing, so that the round rafter bottom is properly sized and gradually dispersed downwards in an umbrella shape.

4. Mounting of the stand fly rafters 57

The installation of the stand-off fly rafter 57 generally starts from the first root near the edge of the tender hip 30, the lower end of the stand-off fly rafter can be placed into the opening of the bent inner opening wood, the inclined bottom with the same angle is made according to the inclined position of the sitting surface of the opening, the stand-off fly rafter 57 can be vertically and stably located in the opening of the bent inner opening wood, the upper plane of the front end of the stand-off fly rafter 57 is flat with the bottom plane of the bent sleeping eave, and the stand-off fly rafter can be nailed and fixed after inspection without errors, and if errors exist, the stand-off fly rafter can be corrected by a push plane.

5. Installation of curved cornice 54

(1) At the position 10 public points from the top of the young hip 30, a vertical line is made on the central line of the young hip 30, the length of the vertical line is 14.5 cm, the two end points are connected to form a right triangle, the angle formed by the hypotenuse of the right triangle and the central line of the young hip 30 is 55.41 degrees, and the bent cornice plate 54 is symmetrically arranged at the central line of the square face of the young hip 30 and is arranged outside the bent cornice, and the bending degree and the curvature of the bent cornice are the same as those of the bent cornice.

(2) The cornice must be nailed to the rafters and its upper mouth is level with the cornice strip, and if it is difficult to bend the cornice 54, it may be provided with a few saw cuts on its back to facilitate its bending and to make it closely contact the riser rafters.

(3) The joints between the cornice plates must be joggled. The cornice board is connected with the fly rafter by iron nails, but nail caps are required to be punched into the board surface by 2-3 mm by nail punches, and the nail caps are required to be subjected to rust-proof treatment.

(4) The end of the curved cornice 54 also has to be made into a face that is about one inch below the tender 30 frame face in order to prevent rain from easily showering into the tender 30 and to protect the hip angle.

6. Roll up plate 61 mounting

(1) The hip plates 61 are all relatively narrow sheets, which are half inch thick and are finished on one side. The narrowed portion is used to facilitate crimping and to achieve complete leveling of the bottom of the panel with the riser rafters 57. The hip angle with more attractive working is also used for taking the hip angle in order, and the width of the plate is the same as the width of the brick.

(2) The joint between the roll-up plates 61 is tight, the joints of the plate heads are staggered and not positioned on the same rafter, so that the joint is favorable for common stress, the positions of nails are correct, nails are nailed in the middle of the rafter as much as possible, and the nails cannot deviate from nails, blank nails and missing nails.

7. Straightening of reinforcing bars

And straightening and binding reserved reinforcing steel bars, wherein the radian of the prop angle is taken as the standard, and the bolt tail anchored into the plate is bound and fixed with the gluten of the plate.

8. Pouring concrete

Before concrete pouring, roof curvature positioning ribs should be made to ensure that the radian of the roof meets the requirements of the next small green tile laying procedure.

It should be noted that, the structures, proportions, sizes and the like shown in the drawings attached to the present specification are used for understanding and reading only in conjunction with the disclosure of the present specification, and are not intended to limit the applicable limitations of the present invention, so that any modification of the structures, variation of proportions or adjustment of sizes of the structures, proportions and the like should not be construed as essential to the present invention, and should still fall within the scope of the disclosure of the present invention without affecting the efficacy and achievement of the present invention. Also, the terms such as "upper," "lower," "left," "right," "middle," and "a" and the like recited in the present specification are merely for descriptive purposes and are not intended to limit the scope of the invention, but are intended to provide relative positional changes or modifications without materially altering the technical context in which the invention may be practiced.

Claims (10)

1. The construction method of the angle prop structure of the archaized building is characterized by comprising the following steps:

assembling the top of the corner of the building main body structure according to the design of the corner structure to form a corner main body layer, and checking and adjusting the corner main body layer in the assembling process to ensure that the shape of the assembled corner main body layer is consistent with the design modeling of the corner structure;

and pouring concrete on the prop angle main body layer to form a prop angle concrete layer.

2. The construction method of an archaized building prop angle structure according to claim 1, wherein when a prop angle main body layer is assembled, an old prop, a young prop and a vertical plate are provided, the young prop is obliquely arranged on one end part of the old prop, the young prop is in an upward inclined shape from the position close to the old prop end to the position far away from the old prop end, the vertical plate is arranged between the old prop and the young prop and is positioned on the old prop and the young prop, and a triangular shape matched with the design shape of the prop angle structure is formed by splicing the old prop, the young prop and the vertical plate;

installing the other end part of the hip on the top of the corner of the building main body structure according to the design position of the hip, and enabling the hip to be short and inclined downwards from the end close to the building main body structure to the end far from the building main body structure;

providing a panel assembly, paving and installing the panel assembly between the vertical plate and the top of the building main body structure positioned at two sides of the vertical plate, so that the panel assembly is in a curved surface shape consistent with the design shape of the angle prop structure;

and when the prop angle concrete layer is poured, pouring concrete on the panel assembly to form the prop angle concrete layer.

3. The method of constructing an archaized building prop angle structure of claim 2, wherein prior to constructing said panel assembly, a support assembly is provided, said support assembly being mounted and connected between said prop and the top of the building body structure on either side of said prop;

the panel assembly is mounted over the support assembly while the panel assembly is being constructed.

4. The construction method of the angle structure of the archaized building according to claim 3, wherein the corner of the main structure of the building is provided with a pair of first construction surfaces which are mutually vertical and are vertically arranged, and a second construction surface which is vertically connected with one end of the pair of first construction surfaces which are far away from each other and are vertically arranged, the other end of the old prop is arranged at the joint of the pair of first construction surfaces, and the bearing assembly is arranged in an area formed by encircling the first construction surfaces, the second construction surfaces and the old prop;

when the bearing component is installed, a straight supporting net rafter, a bent inner port wood, a mountain supporting wood and a curved cornice plate are provided, the mountain supporting wood is installed at the top of a first construction surface and is supported and connected between the second construction surface and the mountain supporting wood, the top surface of the mountain supporting wood is in an inclined shape which is close to the high side end and far away from the low side end of the mountain supporting wood, the bent inner port wood is installed and connected between one end of the mountain supporting wood, which is close to the first side end, and the second construction surface, a plurality of straight supporting net rafters are arranged at intervals along the length direction of the bent inner port wood, so that one end of the straight supporting net rafters is installed above the mountain supporting wood and the other end of the straight supporting net rafters is installed below the bent inner port wood, the straight supporting net is in an inclined shape which is close to the high side end of the mountain supporting wood and far away from the low side end of the mountain supporting wood, the bent cornice plate is installed and connected between one end of the tender supporting wood and the second construction surface, and the straight supporting net rafters are installed at intervals along the length direction of the bent inner port wood, and the bent supporting wood is far away from the first side surface.

5. The method of constructing a corner structure of an archaized building according to claim 4, wherein after the curved cornice is constructed, providing a first roof, a second roof in an arc shape and a foot fly, laying the first roof in a region formed by the first construction surface, the second construction surface, the bent back wood and the hip so that the first roof is in an inclined shape with a lower end close to the first construction surface and a higher end far from the first construction surface, laying the second roof in a region formed by the second construction surface, the bent back wood, the tender back wood and the bent back wood in a raised shape, arranging the second roof in a raised shape in a direction from the second construction surface to the tender back wood, arranging a plurality of through-holes at intervals along the length direction of the bent back wood, fitting the first roof to the second roof in a plurality of the first bayonet, and fitting the foot fly to the first roof to the second roof, fitting the foot fly to the second roof, fitting the foot fitting to the second roof;

and when the panel assembly is constructed, the panel assembly is mounted on the standing foot flying rafter.

6. The method of constructing a corner structure of an archaized building of claim 5, wherein the top surface of the first construction surface, the top surface of the second construction surface, and the top surface of the curved cornice are higher than the top surface of the panel assembly, and a casting space is defined by the panel assembly, the first construction surface, the second construction surface, and the curved cornice;

and when the prop angle concrete layer is poured, pouring concrete into the pouring space to form the prop angle concrete layer.

7. The method of constructing a corner structure of an archaized building of claim 5, wherein an end of the leg fly remote from the first construction surface is abutted against and mounted on the curved cornice sheet when constructing the leg fly.

8. The method of constructing a corner structure of an archaized building of claim 5, wherein when constructing said footing rafters, the spacing between a plurality of said footing rafters and said first construction surface is gradually increased from said second construction surface to said riser.

9. The method of claim 4, wherein when constructing the panel assembly, a roll-up plate, a first turtle shell plate and a second turtle shell plate are provided, the roll-up plate is mounted at the joint of the second construction surface and the bent cornice plate, a plurality of first turtle shell plates are laid and mounted in the area formed by the surrounding of the vertical plate, the bent cornice plate and the roll-up plate, one end of the first turtle shell plate is mounted on the vertical plate, the other end of the first turtle shell plate is mounted on the bent cornice plate, two adjacent first turtle shell plates are connected in a splicing manner, a plurality of second turtle shell plates are laid and mounted on the first construction surface, the second construction surface, the roll-up plate, the first turtle shell plates and the region formed by the surrounding of the roll-up plate, one end of the first turtle shell plate is mounted on the vertical plate, the other end of the second turtle shell plate is mounted on the second roll-up plate, the second turtle shell plates are mounted on the second roll-up plate, and the other end of the second turtle shell plates are mounted on the vertical plate, and the second roll-up plate is mounted on the second roll-up plate.

10. The construction method of the angle structure of the archaized building according to claim 2, wherein when the vertical plate is installed, a carrying pole wood section, a triangular water chestnut wood section and a separation section are provided, the water chestnut wood section is installed and connected at the joint of the old prop and the young prop and positioned on the old prop and the young prop, the carrying pole wood section is installed on the water chestnut wood section, one end of the carrying pole wood section is installed on the old prop and the other end of the carrying pole wood section is installed on the young prop, an included angle is formed between the carrying pole wood section and the young prop, the separation section is installed at the joint of the carrying pole wood section and the young prop and positioned on the carrying pole wood section and the young prop, the top surface of the carrying pole wood section is in an arc shape, the top surface of the separation section is in an arc shape, and the top surface of the carrying pole wood section and the separation section are spliced to form an arc shape from a main body end close to a building structure to an upward-away end.

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