CN111719578B - Archaized building and construction process - Google Patents
Archaized building and construction process Download PDFInfo
- Publication number
- CN111719578B CN111719578B CN202010408050.9A CN202010408050A CN111719578B CN 111719578 B CN111719578 B CN 111719578B CN 202010408050 A CN202010408050 A CN 202010408050A CN 111719578 B CN111719578 B CN 111719578B
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- pipe fitting
- prefabricated pipe
- foundation pile
- steel bar
- carving
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- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D27/00—Foundations as substructures
- E02D27/10—Deep foundations
- E02D27/12—Pile foundations
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- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D27/00—Foundations as substructures
- E02D27/32—Foundations for special purposes
- E02D27/42—Foundations for poles, masts or chimneys
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/38—Connections for building structures in general
- E04B1/58—Connections for building structures in general of bar-shaped building elements
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/62—Insulation or other protection; Elements or use of specified material therefor
- E04B1/66—Sealings
- E04B1/68—Sealings of joints, e.g. expansion joints
- E04B1/6801—Fillings therefor
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
- E04G21/00—Preparing, conveying, or working-up building materials or building elements in situ; Other devices or measures for constructional work
- E04G21/14—Conveying or assembling building elements
Abstract
The invention relates to the technical field of buildings and discloses an antique building which comprises a foundation pile, wherein a longitudinal steel bar penetrating through and extending to the top of the foundation pile is fixedly installed inside the foundation pile, a transverse steel bar is sleeved on the outer wall of the vertical steel bar, a prefabricated pipe fitting is movably installed at the top of the foundation pile and positioned at the periphery of the transverse steel bar, a concrete layer is filled in the prefabricated pipe fitting and positioned at the top of the foundation pile, and stone plate bricks are paved on the outer wall of the prefabricated pipe fitting and positioned above the foundation pile. This archaize building and construction process through burying foundation pile and cast-in-place concrete layer deeply, the crashproof intensity of preliminary reinforcement prefabricated pipe fitting, the crashproof intensity of solid prefabricated pipe fitting of further enhancement of rethread longitudinal reinforcement and horizontal reinforcing bar, at last through filling the foam filling layer to the gap between carving base and carving support column and the prefabricated pipe fitting, reach the effect of high-efficient multistage crashproof to this archaize building's basement stability has been improved.
Description
Technical Field
The invention relates to the technical field of buildings, in particular to an antique building and a construction process.
Background
The antique building is a building which is specially used for imitating and replacing ancient buildings, traditional religious temples, traditional landscapes, historical buildings, ancient village groups and historical landscape overview restoration, the form of the antique building has broad sense and narrow sense, and the broad form of the antique building refers to the recreating of the ancient building form which accords with the traditional cultural characteristics by using modern building materials or traditional building materials; the narrowly defined archaized building form refers to the restoration of an ancient building within a specific range by using a traditional building material, strictly speaking belongs to the category of cultural relic restoration, and only the generalized archaized building form is discussed herein.
Traditional archaize building generally adopts steel part and bolt to fix, and its erection joint mode is great with ancient building installation difference, can not reach the effect of anticipated archaize building, and archaize building generally is the system now, and its construction cycle is long, receives external environment influence great, so provides an archaize building and construction process and solves above-mentioned problem.
Disclosure of Invention
Technical problem to be solved
Aiming at the defects of the prior art, the invention provides an antique building and a construction process, which have the advantages of high efficiency, quick construction and the like, and solve the problems that the traditional antique building is generally fixed by steel parts and bolts, the installation and connection mode of the traditional antique building is different from the installation of the antique building, the expected antique building effect cannot be achieved, the antique building is generally made on site, the construction period is long, and the traditional antique building is greatly influenced by the external environment.
(II) technical scheme
In order to achieve the purpose of efficient and rapid construction, the invention provides the following technical scheme: the archaizing building comprises a foundation pile, wherein a longitudinal steel bar penetrating through and extending to the top of the foundation pile is fixedly mounted inside the foundation pile, a transverse steel bar is sleeved on the outer wall of the longitudinal steel bar, a prefabricated pipe fitting is movably mounted at the top of the foundation pile and positioned on the periphery of the transverse steel bar, a concrete layer is filled inside the prefabricated pipe fitting and positioned at the top of the foundation pile, a stone plate brick is paved on the outer wall of the prefabricated pipe fitting and positioned above the foundation pile, a carving base is sleeved on the outer wall of the prefabricated pipe fitting and positioned above the stone plate brick, a positioning pin is fixedly mounted at the top of the carving base, a carving support column is movably mounted at the top of the outer wall of the prefabricated pipe fitting and positioned at the top of the carving base, a positioning cylinder corresponding to the positioning pin is fixedly mounted at the bottom of the carving support column, a connecting block is movably mounted at the top of the prefabricated pipe fitting, and is adjacent to the connecting block through inserting and moving connection of square column, the top movable mounting who supports the keel frame of connecting block, the top fixed mounting who supports the keel frame has the rafter, the top of supporting the keel frame and the top fixed mounting who is located the rafter have a ridge purlin, the top of supporting the keel frame and the left side that is located the ridge purlin and the equal fixed mounting in right side have the eaves rafter.
Preferably, the longitudinal steel bars are fixedly connected with the transverse steel bars through binding wires, the transverse steel bars are distributed on the outer wall of the longitudinal steel bars in an equidistant array mode, and the concrete layer is cast-in-place concrete.
Preferably, the prefabricated pipe fitting is a reinforced concrete prefabricated part, and the inner walls of the carving base and the carving support column are provided with mounting holes corresponding to the prefabricated pipe fitting.
Preferably, the quantity of locating pin and location section of thick bamboo is six, six the locating pin is circular array at the top of carving base and distributes, support keel frame is prefabricated concatenation formula skeleton.
Preferably, the gaps between the carving base and the carving support column and the prefabricated pipe fitting are filled with foam filling layers, and the connecting block is a circular truncated cone-shaped connecting piece.
The invention aims to solve another technical problem of providing a construction process of an antique building, which comprises the following steps:
1) driving a foundation pile into an underground deep part, sleeving a prefabricated pipe fitting on the outer walls of a longitudinal steel bar and a transverse steel bar at the top of the foundation pile, pouring concrete into the prefabricated pipe fitting, and eliminating air bubbles among the concrete, the longitudinal steel bar and the transverse steel bar through a vibrating spear so as to form a concrete layer;
2) after the concrete layer in the step) is hardened, laying stone slab bricks on the ground and the outer wall of the prefabricated pipe fitting, installing the carved base from the top of the prefabricated pipe fitting through a hoisting device and moving the carved base to the top of the stone slab bricks, then installing the carved support column from the top of the prefabricated pipe fitting through the hoisting device and positioning and installing the carved support column through a positioning pin at the top of the carved base and a positioning cylinder at the bottom of the carved support column;
3) after the carved support column in the step) is installed, movably connecting adjacent connecting blocks and inserting purlin, installing the connecting blocks and the inserting purlin to the top of the prefabricated pipe fitting through a hoisting device, and finally hoisting the support keel frame through the hoisting device and installing the support keel frame on the top of the connecting blocks step by step;
4) waiting for the support keel frame in the step) to finish installation, sequentially installing the flying rafters, the ridge purlins and the eave rafters through the lifting device, and accordingly achieving rapid assembly of antique building construction.
(III) advantageous effects
Compared with the prior art, the invention provides an antique building and a construction process, and the archaizing building and the construction process have the following beneficial effects:
the archaized building and the construction process, through deeply burying foundation piles and cast-in-place concrete layers, preliminarily reinforce the impact resistance of the prefabricated pipe fitting, further strengthen the impact resistance of the prefabricated pipe fitting through longitudinal steel bars and transverse steel bars, finally fill a foam filling layer into gaps among the carved base, the carved support columns and the prefabricated pipe fitting to achieve the effect of high-efficiency multistage impact resistance, thereby improving the base stability of the archaized building, enabling the support keel frame above the prefabricated pipe fitting to be more stably installed, further improving the safety performance of the archaized building, enhance the artistic sense of the archaized building through high-grade archaized building arts such as slate bricks, the carved base and the carved support columns, further shorten the construction period, and simultaneously adopt hoisting equipment for hoisting, reach the effect of simple convenient quick construction, will support keel frame, fly rafter, ridge purlin and eaves rafter movable mounting at the top of prefabricated pipe fitting through the connecting block to be convenient for change and maintain this archaize building, avoid causing the prosthetic condition of being not convenient for to take place after this archaize building damages, further make this archaize building facilitate promotion.
Drawings
FIG. 1 is a schematic structural view of the present invention;
FIG. 2 is an enlarged view of the point A in FIG. 1.
In the figure: 1 foundation pile, 2 longitudinal steel bars, 3 transverse steel bars, 4 prefabricated pipe fittings, 5 concrete layers, 6 stone plate bricks, 7 carved bases, 8 positioning pins, 9 carved supporting columns, 10 positioning cylinders, 11 connecting blocks, 12 interpenetration purlins, 13 supporting keel frames, 14 fly rafters, 15 purlins and 16 eave rafters.
Detailed Description
The technical solutions in the embodiments of the present invention will be clearly and completely described below with reference to the embodiments of the present invention, and it is obvious that the described embodiments are only a part of the embodiments of the present invention, and not all of the embodiments. All other embodiments, which can be derived by a person skilled in the art from the embodiments given herein without making any creative effort, shall fall within the protection scope of the present invention.
Referring to fig. 1-2, an archaized building comprises a foundation pile 1, a longitudinal steel bar 2 penetrating through and extending to the top of the foundation pile 1 is fixedly installed inside the foundation pile 1, a transverse steel bar 3 is sleeved on the outer wall of the longitudinal steel bar 2, a prefabricated pipe 4 is movably installed at the top of the foundation pile 1 and positioned at the periphery of the transverse steel bar 3, a concrete layer 5 is filled inside the prefabricated pipe 4 and positioned at the top of the foundation pile 1, the longitudinal steel bar 2 is fixedly connected with the transverse steel bar 3 through binding wires, the transverse steel bar 3 is distributed on the outer wall of the longitudinal steel bar 2 in an equidistant array, the concrete layer 5 is cast-in-place concrete, a stone plate brick 6 is laid on the outer wall of the prefabricated pipe 4 and positioned above the foundation pile 1, a carved base 7 is sleeved on the outer wall of the prefabricated pipe 4 and positioned above the stone plate brick 6, a positioning pin 8 is fixedly installed at the top of the carved base 7, a carved support column 9 is movably installed on the outer wall of the prefabricated pipe 4 and positioned at the top of the carved base 7, the prefabricated pipe fitting 4 is a reinforced concrete prefabricated part, the inner walls of the carving base 7 and the carving support column 9 are respectively provided with a corresponding mounting hole corresponding to the prefabricated pipe fitting 4, the bottom of the carving support column 9 is fixedly provided with a positioning cylinder 10 corresponding to the positioning pin 8, the top of the prefabricated pipe fitting 4 is movably provided with a connecting block 11, a foam filling layer is filled in a gap between the carving base 7 and the carving support column 9 as well as the prefabricated pipe fitting 4, the connecting blocks 11 are circular-table-shaped connecting pieces, adjacent connecting blocks 11 are movably connected through inserting purlins 12, the top of each connecting block 11 is movably provided with a support keel frame 13, the number of the positioning pins 8 and the number of the positioning cylinders 10 are six, the six positioning pins 8 are distributed on the top of the carving base 7 in a circular array, the support keel frames 13 are prefabricated splicing type frameworks, the top of each support keel frame 13 is fixedly provided with a fly rafter 14, and ridge purlins 15 are fixedly arranged on the top of each support keel frame 13 and above the fly rafter 14, and the left side and the right side of the top of the supporting keel frame 13, which are positioned on the ridge purlin 15, are both fixedly provided with an eave rafter 16.
The invention aims to solve another technical problem of providing a construction process of an antique building, which comprises the following steps:
1) the foundation pile 1 is driven into the underground deep part, the prefabricated pipe fitting 4 is sleeved on the outer walls of the longitudinal steel bar 2 and the transverse steel bar 3 at the top of the foundation pile 1, concrete is poured into the prefabricated pipe fitting 4, and air bubbles between the concrete and the longitudinal steel bar 2 and between the concrete and the transverse steel bar 3 are eliminated through the vibrating spear, so that a concrete layer 5 is formed;
2) after the concrete layer 5 in the step 1 is hardened, laying slate bricks 6 on the ground and the outer wall of the prefabricated pipe fitting 4, installing the carved base 7 from the top of the prefabricated pipe fitting 4 through a hoisting device and moving the carved base to the top of the slate bricks 6, installing the carved support column 9 from the top of the prefabricated pipe fitting 4 through the hoisting device and positioning and installing the carved support column 9 through a positioning pin 8 at the top of the carved base 7 and a positioning cylinder 10 at the bottom of the carved support column 9;
3) after the carved support columns 9 in the step 2 are installed, movably connecting adjacent connecting blocks 11 and inserting purlin 12, installing the connecting blocks 11 and the inserting purlin 12 to the top of the prefabricated pipe fitting 4 through a hoisting device, and finally hoisting the support keel frame 13 through the hoisting device and installing the support keel frame at the top of the connecting blocks 11 step by step;
4) and (3) when the supporting keel frame 13 in the step (3) is installed, sequentially installing a flying rafter 14, a ridge purlin 15 and a eave rafter 16 through a hoisting device, so that the rapid assembly of the archaizing building construction is realized.
The invention has the beneficial effects that: through deeply burying the foundation pile 1 and the cast-in-place concrete layer 5, the impact resistance of the prefabricated pipe fitting 4 is preliminarily reinforced, the impact resistance of the prefabricated pipe fitting 4 is further reinforced through the longitudinal steel bars 2 and the transverse steel bars 3, finally, a foam filling layer is filled in gaps between the carved base 7 and the carved support column 9 and the prefabricated pipe fitting 4, the high-efficiency multistage impact resistance effect is achieved, so that the base stability of the antique building is improved, the support keel frame 13 above the prefabricated pipe fitting 4 is more stably installed, the safety performance of the antique building is further improved, the artistic feeling of the antique building is enhanced through high-imitation antique building arts such as the stone plate brick 6, the carved base 7 and the carved support column 9, the construction period is shortened, and meanwhile, hoisting equipment is adopted for hoisting, reach the effect of simple convenient quick construction, will support keel frame 13, fly rafter 14, ridge purlin 15 and eaves rafter 16 movable mounting at the top of prefabricated pipe fitting 4 through connecting block 11 to be convenient for change and maintain this archaize building, avoid causing the prosthetic condition of being not convenient for to take place after this archaize building damages, further make this archaize building facilitate promotion.
Although embodiments of the present invention have been shown and described, it will be appreciated by those skilled in the art that changes, modifications, substitutions and alterations can be made in these embodiments without departing from the principles and spirit of the invention, the scope of which is defined in the appended claims and their equivalents.
Claims (6)
1. An archaized building comprises a foundation pile (1), and is characterized in that: the concrete foundation pile is characterized in that a longitudinal steel bar (2) penetrating through and extending to the top of the foundation pile (1) is fixedly arranged in the foundation pile (1), a transverse steel bar (3) is sleeved on the outer wall of the longitudinal steel bar (2), a prefabricated pipe fitting (4) is movably arranged at the top of the foundation pile (1) and located at the periphery of the transverse steel bar (3), a concrete layer (5) is filled in the prefabricated pipe fitting (4) and located at the top of the foundation pile (1), stone plate bricks (6) are paved on the outer wall of the prefabricated pipe fitting (4), a carving base (7) is sleeved on the outer wall of the prefabricated pipe fitting (4) and located above the stone plate bricks (6), a positioning pin (8) is fixedly arranged at the top of the carving base (7), a carving support column (9) is movably arranged on the outer wall of the prefabricated pipe fitting (4) and located at the top of the carving base (7), the utility model discloses a three-dimensional decoration carving support column, including carving flower support column (9), the bottom fixed mounting of carving flower support column (9) has a location section of thick bamboo (10) that corresponds with locating pin (8), the top movable mounting of prefabricated pipe fitting (4) has connecting block (11), and is adjacent connecting block (11) are through alternating a tree or leaf (12) swing joint, the top movable mounting of connecting block (11) supports keel frame (13), the top fixed mounting who supports keel frame (13) has fly rafter (14), the top fixed mounting who supports keel frame (13) and be located fly rafter (14) has ridge purlin (15), the left side that supports keel frame (13) and be located ridge purlin (15) and the equal fixed mounting in right side have eaves (16).
2. The archaized building of claim 1, wherein: the longitudinal steel bars (2) are fixedly connected with the transverse steel bars (3) through binding wires, the transverse steel bars (3) are distributed on the outer wall of the longitudinal steel bars (2) in an equidistant array mode, and the concrete layer (5) is cast-in-place concrete.
3. The archaized building of claim 1, wherein: the prefabricated pipe fitting (4) is a reinforced concrete prefabricated member, and the inner walls of the carving base (7) and the carving support column (9) are provided with mounting holes corresponding to the prefabricated pipe fitting (4).
4. The archaized building according to claim 1, wherein: the number of the positioning pins (8) and the positioning cylinders (10) is six, the positioning pins (8) are distributed in a circular array at the top of the carving base (7), and the supporting keel frame (13) is a prefabricated splicing type framework.
5. The archaized building of claim 1, wherein: the gap between the carved base (7) and the carved support column (9) and the prefabricated pipe fitting (4) is filled with a foam filling layer, and the connecting block (11) is a truncated cone-shaped connecting piece.
6. The construction process of the antique building according to claim 1, characterized by comprising the following steps:
1) the foundation pile (1) is driven into the underground deep part, the prefabricated pipe fitting (4) is sleeved on the outer walls of the longitudinal steel bar (2) and the transverse steel bar (3) at the top of the foundation pile (1), concrete is poured into the prefabricated pipe fitting (4), and air bubbles among the concrete, the longitudinal steel bar (2) and the transverse steel bar (3) are eliminated through a vibrating spear, so that a concrete layer (5) is formed;
2) after the concrete layer (5) in the step 1) is hardened, laying slate bricks (6) on the ground and the outer wall of the prefabricated pipe fitting (4), installing the carved base (7) from the top of the prefabricated pipe fitting (4) through a hoisting device and moving the carved base to the top of the slate bricks (6), then installing the carved support column (9) from the top of the prefabricated pipe fitting (4) through the hoisting device and positioning and installing the carved support column (9) through a positioning pin (8) at the top of the carved base (7) and a positioning cylinder (10) at the bottom of the carved support column (9);
3) after the carved support columns (9) in the step 2) are installed, movably connecting adjacent connecting blocks (11) and inserting columns (12), installing the connecting blocks (11) and the inserting columns (12) to the top of the prefabricated pipe fitting (4) through a hoisting device, and finally hoisting the support keel frame (13) through the hoisting device and installing the support keel frame at the top of the connecting blocks (11) step by step;
4) and (3) after the support keel frame (13) in the step 3) is installed, sequentially installing a flying rafter (14), a ridge purlin (15) and an eave rafter (16) through a hoisting device, so that the rapid assembly of the archaizing building construction is realized.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202010408050.9A CN111719578B (en) | 2020-05-14 | 2020-05-14 | Archaized building and construction process |
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| Application Number | Priority Date | Filing Date | Title |
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| CN202010408050.9A CN111719578B (en) | 2020-05-14 | 2020-05-14 | Archaized building and construction process |
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| Publication Number | Publication Date |
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| CN111719578A CN111719578A (en) | 2020-09-29 |
| CN111719578B true CN111719578B (en) | 2022-09-16 |
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| Publication number | Priority date | Publication date | Assignee | Title |
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| CN113250480B (en) * | 2021-04-25 | 2023-01-31 | 重庆市工程管理有限公司 | BIM technology-based ancient building repairing method |
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| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN101492916A (en) * | 2009-02-12 | 2009-07-29 | 李小红 | High-strength ripple glaze casing tube foundation pile and cast-in-place method |
| KR101566891B1 (en) * | 2015-06-12 | 2015-11-06 | 라은건설 (주) | Method for building construction of Korean-style house |
| CN105625560B (en) * | 2016-03-04 | 2018-09-25 | 深圳普兰太森新材料科技有限公司 | It is a kind of can industrialized production assembled Chinese style Wood construction modelled after an antique |
| CN107700876A (en) * | 2017-09-30 | 2018-02-16 | 南京市园林规划设计院有限责任公司 | A kind of method of construction of corner booth modelled after an antique |
| KR101900617B1 (en) * | 2017-11-27 | 2018-09-20 | 권순표 | Method for reduce restoration ancient building |
| CN207749518U (en) * | 2017-12-15 | 2018-08-21 | 珠海市建安集团有限公司 | A kind of high-strength concrete precast pipe pile splicing structure |
| CN208701885U (en) * | 2018-05-22 | 2019-04-05 | 中鑫建设集团有限公司 | There is the large pillar net reinforcing bar of lateral support concrete roof beam modelled after an antique |
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