CN113279604A - External protection connecting structure for ancient tomb translation and construction method - Google Patents
External protection connecting structure for ancient tomb translation and construction method Download PDFInfo
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- CN113279604A CN113279604A CN202110644242.4A CN202110644242A CN113279604A CN 113279604 A CN113279604 A CN 113279604A CN 202110644242 A CN202110644242 A CN 202110644242A CN 113279604 A CN113279604 A CN 113279604A
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- 238000013519 translation Methods 0.000 title claims abstract description 38
- 238000010276 construction Methods 0.000 title claims abstract description 16
- 239000002689 soil Substances 0.000 claims abstract description 38
- 238000012856 packing Methods 0.000 claims abstract description 18
- 238000009412 basement excavation Methods 0.000 claims abstract description 8
- 230000001681 protective effect Effects 0.000 claims description 10
- 230000002441 reversible effect Effects 0.000 claims description 8
- 238000004806 packaging method and process Methods 0.000 claims description 6
- 229910000831 Steel Inorganic materials 0.000 claims description 5
- 239000010959 steel Substances 0.000 claims description 5
- 238000000034 method Methods 0.000 description 8
- 238000011161 development Methods 0.000 description 5
- 230000002787 reinforcement Effects 0.000 description 4
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 4
- 230000000694 effects Effects 0.000 description 3
- 230000008569 process Effects 0.000 description 3
- 230000009471 action Effects 0.000 description 2
- 230000003044 adaptive effect Effects 0.000 description 2
- 238000000151 deposition Methods 0.000 description 2
- 238000005553 drilling Methods 0.000 description 2
- 238000005538 encapsulation Methods 0.000 description 2
- 238000011065 in-situ storage Methods 0.000 description 2
- 230000004048 modification Effects 0.000 description 2
- 238000012986 modification Methods 0.000 description 2
- 235000003143 Panax notoginseng Nutrition 0.000 description 1
- 241000180649 Panax notoginseng Species 0.000 description 1
- 229910001294 Reinforcing steel Inorganic materials 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 230000008859 change Effects 0.000 description 1
- 239000004927 clay Substances 0.000 description 1
- 230000007547 defect Effects 0.000 description 1
- 230000003111 delayed effect Effects 0.000 description 1
- 239000003673 groundwater Substances 0.000 description 1
- 238000007654 immersion Methods 0.000 description 1
- 230000007774 longterm Effects 0.000 description 1
- 239000000463 material Substances 0.000 description 1
- 230000002093 peripheral effect Effects 0.000 description 1
- 230000009467 reduction Effects 0.000 description 1
- 239000004576 sand Substances 0.000 description 1
- 239000004575 stone Substances 0.000 description 1
- 238000003860 storage Methods 0.000 description 1
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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
- E04G23/00—Working measures on existing buildings
- E04G23/06—Separating, lifting, removing of buildings; Making a new sub-structure
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- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D17/00—Excavations; Bordering of excavations; Making embankments
- E02D17/02—Foundation pits
- E02D17/04—Bordering surfacing or stiffening the sides of foundation pits
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- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D29/00—Independent underground or underwater structures; Retaining walls
- E02D29/045—Underground structures, e.g. tunnels or galleries, built in the open air or by methods involving disturbance of the ground surface all along the location line; Methods of making them
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- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D5/00—Bulkheads, piles, or other structural elements specially adapted to foundation engineering
- E02D5/18—Bulkheads or similar walls made solely of concrete in situ
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- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D5/00—Bulkheads, piles, or other structural elements specially adapted to foundation engineering
- E02D5/18—Bulkheads or similar walls made solely of concrete in situ
- E02D5/187—Bulkheads or similar walls made solely of concrete in situ the bulkheads or walls being made continuously, e.g. excavating and constructing bulkheads or walls in the same process, without joints
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D5/00—Bulkheads, piles, or other structural elements specially adapted to foundation engineering
- E02D5/74—Means for anchoring structural elements or bulkheads
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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
- E04G23/00—Working measures on existing buildings
- E04G23/02—Repairing, e.g. filling cracks; Restoring; Altering; Enlarging
-
- 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
- E04G23/00—Working measures on existing buildings
- E04G23/02—Repairing, e.g. filling cracks; Restoring; Altering; Enlarging
- E04G23/0218—Increasing or restoring the load-bearing capacity of building construction elements
-
- 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
- E04G23/00—Working measures on existing buildings
- E04G23/02—Repairing, e.g. filling cracks; Restoring; Altering; Enlarging
- E04G23/0218—Increasing or restoring the load-bearing capacity of building construction elements
- E04G23/0229—Increasing or restoring the load-bearing capacity of building construction elements of foundations or foundation walls
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04H—BUILDINGS OR LIKE STRUCTURES FOR PARTICULAR PURPOSES; SWIMMING OR SPLASH BATHS OR POOLS; MASTS; FENCING; TENTS OR CANOPIES, IN GENERAL
- E04H13/00—Monuments; Tombs; Burial vaults; Columbaria
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04H—BUILDINGS OR LIKE STRUCTURES FOR PARTICULAR PURPOSES; SWIMMING OR SPLASH BATHS OR POOLS; MASTS; FENCING; TENTS OR CANOPIES, IN GENERAL
- E04H13/00—Monuments; Tombs; Burial vaults; Columbaria
- E04H13/001—Accessories for grave sites, e.g. liners, covers, vault lowering devices
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- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Structural Engineering (AREA)
- Civil Engineering (AREA)
- Mining & Mineral Resources (AREA)
- General Engineering & Computer Science (AREA)
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Abstract
The invention discloses an external protection connecting structure for translation of an ancient coffin chamber and a construction method, wherein the structure comprises an ancient coffin chamber packing body with an inlet, and the structure further comprises: the foundation pit supporting structure consists of a drilled pile wall and a soil anchor rod wall, wherein an opening is formed in one side face of the foundation pit supporting structure, and the upper end parts of the drilled pile walls are connected with each other through a plurality of supporting beams; basement main part, it includes bottom plate, roof, lateral wall and fender soil shear force wall, basement main part sets up in the excavation supporting structure, ancient tomb room is played the inclusion and is placed in the basement is played the inclusion, the roof has the opening, the roof includes the structure roof beam, the structure roof beam with it connects to prop up supporting beam, it sets up to keep off soil shear force wall the lateral wall with between the entry of ancient tomb play the inclusion. The structure of the invention can better protect the structural integrity of the ancient coffin chamber, thereby ensuring the stability and the safety of the ancient coffin chamber after the ancient coffin chamber is integrally translated for a long time.
Description
Technical Field
The invention relates to the technical field of external protection of integral translation of ancient tomb rooms, in particular to an external protection connecting structure for translation of ancient tomb rooms and a construction method.
Background
China is a historical civilized big country, a plurality of ancient coffin rooms are left in the development process of thousands of years at a long distance, and a plurality of treasure with extremely high scientific value and cultural value are buried in the ancient coffin rooms. Due to various reasons, some ancient tombs have been excavated, and colorful scary ladies appear in front of the world; but until now a large number of ancient coffin chambers were left undiscovered. At present, for protecting an ancient coffin chamber with a small volume, measures such as an original museum are mainly adopted for preserving the body structure, physical remains and historical environment of the ancient coffin chamber. For some important excavated ancient coffin chambers, site museums are generally established for in-situ protection, closed buildings with relatively controllable environments are established on the sites, the ancient coffin chambers are relatively active protection modes, the protection effect is good, the ancient coffin chamber body is prevented from being directly damaged by large-range fluctuation of the external environment, and the weathering speed of the ancient coffin chamber body is greatly reduced.
In the ancient coffin chamber discovered in the construction and development process, because the position of the ancient coffin chamber possibly conflicts with the construction and development plan, the ancient coffin chamber cannot establish an original museum in situ, and the construction and development can be delayed. If the ancient coffin chamber is dispersedly transported, the integrity of the ancient coffin chamber is damaged, and therefore the archaeological value of the building is damaged. Therefore, the integral translation of the ancient coffin chamber is a feasible method, the ancient coffin chamber is integrally packed and then integrally translated, and the setting of the ancient coffin chamber original address museum can be carried out at the position after the translation of the ancient coffin chamber, so that the integral structure and the archaeological value of the ancient coffin chamber are completely reserved while the construction and development progress is not influenced.
However, the existing ancient coffin chamber translation method has a poor structure protection effect on the ancient coffin chamber after the ancient coffin chamber is integrally translated, and is easy to generate structural deformation in the long-term storage process after the ancient coffin chamber is integrally translated, so that the archaeological value of the ancient coffin chamber is influenced. Therefore, a connection structure capable of ensuring reliable external protection after the integral translation of the ancient coffin chamber needs to be invented.
Disclosure of Invention
In order to overcome the technical defect that the external protection of the conventional ancient coffin chamber after integral translation is insufficient, the invention provides an external protection connecting structure for integral translation of the ancient coffin chamber and a construction method.
In order to solve the problems, the invention is realized according to the following technical scheme:
the invention provides an external protection connecting structure for translation of an ancient coffin chamber, which comprises an ancient coffin chamber packing body with an inlet, and further comprises:
the foundation pit supporting structure consists of a drilled pile wall and a soil anchor rod wall, wherein an opening is formed in one side face of the foundation pit supporting structure, and the upper end parts of the drilled pile walls are connected with each other through a plurality of supporting beams;
basement main part, it includes bottom plate, roof, lateral wall and fender soil shear force wall, basement main part sets up in the excavation supporting structure, ancient tomb room is played the inclusion and is placed in the basement is played the inclusion, the roof has the opening, the roof includes the structure roof beam, the structure roof beam with it connects to prop up supporting beam, it sets up to keep off soil shear force wall the lateral wall with between the entry of ancient tomb play the inclusion.
Preferably, the structural beam comprises a main beam and a plurality of secondary beams, and the secondary beams are respectively vertically intersected with the main beam.
Preferably, a connecting hole matched with the structural beam is formed at the connecting part of the supporting beam and the structural beam.
Preferably, a stair is arranged between the opening of the top plate and the inlet of the ancient tomb room packing body.
Preferably, the periphery of the opening of the top plate is provided with a retaining reverse bank wall.
Preferably, the inner surface of the side wall is provided with a support column adapted to the structural beam.
Preferably, the bored pile wall is formed by pouring steel pipe piles and concrete.
Preferably, the soil anchor wall is made of a plurality of soil anchors embedded in the soil slope.
Preferably, the basement body is made of steel reinforcement and concrete of strength grade C30 and impermeability grade P6.
On the other hand, the invention also discloses an external protection connection construction method for ancient coffin chamber translation, which comprises the following steps:
excavating a foundation pit matched with the ancient tomb chamber packaging body, and arranging a foundation pit supporting structure on the side surface of the foundation pit;
arranging a support beam on the foundation pit supporting structure;
a bottom plate is arranged on the lower surface of the foundation pit;
integrally translating the ancient coffin chamber packing body into a foundation pit;
arranging a side wall and a soil-retaining shear wall which are matched with the ancient tomb chamber packaging body to form a basement main body with an opening on the upper surface;
filling soil into a gap between the basement main body and the ancient coffin chamber;
the supporting beam is connected with a structural beam of the ancient coffin chamber, and the top plate is arranged to cover the basement main body.
Compared with the prior art, the invention has the beneficial effects that:
the external protection connecting structure for translation of the ancient coffin chamber comprises a foundation pit supporting structure and a basement main body, and the protection of the structural integrity of the ancient coffin chamber after the ancient coffin chamber is integrally translated is improved by arranging a two-layer protection structure outside the ancient coffin chamber. Wherein, the setting of drilling stake wall and soil layer stock wall in the supporting construction of foundation ditch can carry out corresponding setting according to the actual conditions of foundation ditch to ensure the stable in structure of foundation ditch at the whole translation in-process of ancient tomb room. The interconnect structure of structure roof beam and a supporting beam for basement's roof structure is firm, and the roof can share the pressure that bears in the upper end of ancient coffin chamber, avoids the ancient coffin chamber that is arranged in the basement to receive outside pressure and impact, thereby can ensure the structural integrity of ancient coffin chamber under the condition of depositing for a long time, with the building archaeology value of avoiding destroying ancient coffin chamber because of exogenic action. In addition, the distance between the ancient coffin chamber and the side wall of the basement is fixed by arranging the soil-retaining shear wall, and soil between the basement and the ancient coffin chamber can be blocked, so that the entrance of the ancient coffin chamber is prevented from being blocked, and the subsequent building and archaeology are facilitated.
Drawings
Embodiments of the invention are described in further detail below with reference to the attached drawing figures, wherein:
FIG. 1 is a general schematic view of the external protective connection for translation of an ancient tomb room of the present invention;
FIG. 2 is a schematic top view of the foundation pit supporting structure and the basement main body of the present invention;
FIG. 3 is a schematic structural view of the basement body of the present invention;
FIG. 4 is a schematic view of the connection structure of the structural beam and the support beam of the present invention;
FIG. 5 is a schematic view of the interior of the basement body of the present invention looking down;
fig. 6 is a side view of the basement body of the present invention.
In the figure:
1-wrapping the ancient tomb;
2-a foundation pit supporting structure, 21-a bored pile wall, 22-a soil anchor rod and 23-a support beam;
3-basement main body, 31-bottom plate, 32-top plate, 321-structural beam, 33-side wall, 34-retaining shear wall and 35-retaining reverse ridge wall.
Detailed Description
The preferred embodiments of the present invention will be described in conjunction with the accompanying drawings, and it will be understood that they are described herein for the purpose of illustration and explanation and not limitation.
In the description of the present invention, it is to be understood that the terms "upper", "lower", and the like, indicate orientations or positional relationships based on those shown in the drawings, are merely for convenience in describing the present invention and simplifying the description, and do not indicate or imply that the referred device or element must have a specific orientation, be constructed in a specific orientation, and be operated, and thus, should not be construed as limiting the present invention. Furthermore, the terms "first", "second" and "first" are used for descriptive purposes only and are not to be construed as indicating or implying relative importance or implicitly indicating the number of technical features indicated. Thus, a feature defined as "first" or "second" may explicitly or implicitly include one or more of that feature. In the description of the present invention, "a plurality" means two or more unless otherwise specified.
In the description of the invention, it is to be noted that, unless otherwise explicitly specified or limited, the terms "mounted," "connected," and "connected" are to be construed broadly, e.g., as meaning either a fixed connection, a removable connection, or an integral connection; can be mechanically or electrically connected; they may be connected directly or indirectly through intervening media, or they may be interconnected between two elements. The specific meanings of the above terms in the present invention can be understood in specific cases to those skilled in the art.
Example 1
As shown in fig. 1 to 6, the preferred structure of the external protection connecting structure for translation of ancient coffin chamber is disclosed in the present invention.
In the implementation of the embodiment of the invention, the ancient cemetery chamber and clay on the periphery are integrally packaged, and the structure is reinforced on the periphery to form the ancient cemetery chamber bag body, wherein the structure of the ancient cemetery chamber bag body is generally a cuboid structure, and the ancient cemetery chamber bag body is convenient to integrally translate and store for a long time.
As shown in fig. 1, the external protection connection structure for translation of a ancient coffin chamber comprises an ancient coffin chamber packing body with an inlet, a foundation pit supporting structure 2 and a basement main body 3. Excavation supporting structure 2 is by bored pile wall 21 and soil layer stock 22 wall, excavation supporting structure 2's a side opening sets up, bored pile wall 21's upper end is through a plurality of supporting beam 23 interconnect. Basement main part 3, it includes bottom plate 31, roof 32, lateral wall 33 and keeps off soil shear wall 34, basement main part 3 sets up in the excavation supporting structure 2, ancient tomb room packing body is placed in the basement packing body, roof 32 has the opening, roof 32 includes structure roof beam 321, structure roof beam 321 with it connects to prop up supporting beam 23, it sets up to keep off soil shear wall 34 lateral wall 33 with between the entry of ancient tomb packing body 1.
The invention creatively arranges a double-layer protection structure of a foundation pit supporting structure 2 and a basement main body 3 so as to more comprehensively protect the ancient coffin chamber positioned therein. Meanwhile, the upper end of the foundation pit supporting structure 2 is provided with the supporting beam 23, the upper end of the basement is provided with the structural beam 321, and the structural beam 321 and the supporting beam 23 on the basement main body 3 are connected with each other through the connection of the supporting beam 23 and the structural beam 321, so that the external supporting and protecting structure of the ancient coffin chamber is further reinforced. After the ancient coffin chamber is integrally translated, when an original museum is established, the stability of the external structure of the original museum can be ensured, so that the structure reduction degree of the ancient coffin chamber is better reserved, and the archaeological value of the ancient coffin chamber is improved as much as possible.
As shown in fig. 1 and 2, a foundation pit supporting structure 2 according to an embodiment of the present invention includes a bored pile wall 21 and a soil anchor 22 wall, and the bored pile wall 21 and the soil anchor 22 wall are connected to each other to form a foundation pit having an opening at one side. After the hole is drilled in the ground, the corresponding steel pipe pile is inserted into the hole-drilled pile wall 21, and concrete is poured to form the fixed hole-drilled pile wall 21 as an outermost protective wall of the ancient coffin chamber and the basement body 3. When the edge of foundation ditch is neighbouring the soil layer, adopts soil layer stock 22 wall, imbeds the slight slope through a plurality of soil layer stocks 22, then after the surface reinforcement of slight slope, forms soil layer stock 22 wall. According to the actual foundation pit environment, the adaptive drilled pile walls 21 and soil anchor rods 22 are selected to form the side faces of the foundation pit, preferably, three continuous and bent drilled pile walls 21 and two soil anchor rods 22 located at the outermost ends form a foundation pit supporting structure 2 adaptive to the ancient coffin chamber, and one side, facing the ancient coffin chamber bag body, of the foundation pit supporting structure 2 is provided with an opening so that the ancient coffin chamber bag body can be conveniently moved in a translation mode.
In addition, a support beam 23 is provided at the upper end of the pit supporting structure 2, specifically, between the upper surfaces of the bored pile walls 21, and the support beam 23 is provided to reinforce the bent bored pile walls 21 to maintain the structure of the bored pile walls 21, and at the same time, the support beam 23 can support the upper surface of the basement main body 3. It is preferable in the embodiment of the present invention that three support beams 23 are spaced apart at the upper end of the bored pile walls 21, thereby fixing the position between the bored pile walls 21.
As shown in fig. 3, the basement main body 3 according to the embodiment of the present invention includes a bottom plate 31, a top plate 32, side walls 33, and retaining shear walls 34. Wherein, bottom plate 31 sets up before the translation of ancient tomb room packing body, and lateral wall 33 is in the ancient tomb room packing body translation to excavation supporting structure 2 back, and along excavation supporting structure 2 whole peripheral setting that surrounds the ancient tomb room packing body, there is the clearance between lateral wall 33 and the ancient tomb room packing body. The construction method comprises the following steps that a retaining shear wall 34 is arranged after a side wall 33 is arranged, the retaining shear wall 34 is arranged between the side wall 33 and an inlet of the ancient tomb bag body 1, the upper end of the retaining shear wall 34 is embedded into a top plate 32, the side edges of the retaining shear wall 34 are respectively embedded into the side surfaces of the side wall 33 and the ancient tomb bag body, the lower end of the retaining shear wall 34 is embedded into a bottom plate 31, the retaining shear wall 34 is embedded when reinforcing steel bars are arranged, and concrete is poured to achieve fixed connection. The gap between the ancient coffin chamber packing body and the basement main body 3 of the top plate 32 is eliminated by filling soil, and after the building of the entrance of the ancient coffin chamber is finished, the gap is arranged above the ancient coffin chamber packing body to cover the basement main body 3, the entrance of the basement main body 3 is arranged on the top plate 32, and therefore the top plate 32 is provided with an opening. Specifically, the backfilled soil material is sand and stone of Panax notoginseng.
Wherein, the top plate 32 includes a structural beam 321, preferably, the structural beam 321 includes a main beam and a plurality of secondary beams, the secondary beams are respectively vertically intersected with the main beam, and the main beam and the secondary beams are mutually embedded to be fixedly connected.
As shown in fig. 2, 5 and 6, in the present embodiment, preferably, a staircase is disposed between the opening of the top plate 32 and the entrance of the ancient tomb room encapsulation, a retaining reverse sill wall 35 is disposed at the periphery of the opening of the top plate 32, the retaining reverse sill wall 35 is disposed to enable the basement body 3 to form an entrance and exit that is not affected by soil, the retaining reverse sill wall 35 is disposed to enable a relatively closed and safe area to be formed between the opening of the top plate 32 and the entrance of the ancient tomb room encapsulation, the retaining strip reverse sill wall covers the entire periphery of the opening of the top plate 32, so that soil and water can be prevented from entering the basement body 3 from the opening of the top plate 32 to a certain extent, and the reinforcement bar portion at the lower end of the retaining reverse sill wall 35 is embedded in the top plate 32.
As shown in fig. 4, in the embodiment of the present invention, when the top plate 32 is installed, the structural beam 321 of the top plate 32 is connected to the supporting beam 23 of the foundation pit supporting structure 2, specifically, a connecting hole adapted to the structural beam 321 is formed at a connecting position of the supporting beam 23 and the structural beam 321, and the structural beam 321 is sequentially embedded into the connecting hole to achieve a fixed connection. Preferably, in order to improve the stability of the structural beams 321, support columns adapted to the structural beams 321 are disposed on the inner surfaces of the side walls 33, and support the two ends of the structural beams 321 respectively, so that the two ends of each structural beam 321 are supported by the support columns, thereby further improving the stability of the overall structure, better protecting the structural stability of the ancient coffin chamber, and simultaneously remarkably improving the safety of people entering the ancient coffin chamber.
Preferably, the basement body 3 is made of steel reinforcement and concrete of strength grade C30 and impermeability grade P6. The ancient coffin chamber is made of concrete with the strength grade of C30 and the impermeability grade of P6, and the ancient coffin chamber is in an underground environment, so that the leakage of underground water and other impact influences need to be fully considered during protection, therefore, the ancient coffin chamber with the strength grade of C30 and the impermeability grade of P6 can effectively prevent underground water and ground water from leaking into the ancient coffin chamber in the basement main body 3, so that the ancient coffin chamber is stable in environment, is not easy to be damaged by water immersion in an accelerated manner, can effectively bear impact, and can avoid the ancient coffin chamber from being damaged by the impact of the ground and the underground.
The external protection connecting structure for translation of the ancient coffin chamber comprises a foundation pit supporting structure 2 and a basement main body 3, and the protection of the structural integrity of the ancient coffin chamber after the ancient coffin chamber is integrally translated is improved by arranging a two-layer protection structure outside the ancient coffin chamber.
Wherein, the setting of drilling pile wall 21 and soil layer stock 22 wall in the foundation ditch supporting construction 2 can carry out corresponding setting according to the actual conditions of foundation ditch to ensure the stable in structure of foundation ditch in the whole translation in-process of ancient tomb room. The interconnect structure of structure roof beam 321 and supporting beam 23 for the roof 32 structure of basement is firm, and the roof 32 can share the pressure that the upper end of ancient coffin chamber bore, avoids the ancient coffin chamber that is arranged in the basement to receive outside pressure and impact, thereby can ensure the structural integrity of ancient coffin chamber under the condition of depositing for a long time, with the building archaeological value of avoiding destroying ancient coffin chamber because of the exogenic action.
In addition, the distance between the ancient coffin chamber and the side wall 33 of the basement is fixed by arranging the soil-retaining shear wall 34, and soil between the basement and the ancient coffin chamber can be blocked, so that the entrance of the ancient coffin chamber is prevented from being blocked, and the subsequent building and archaeology are facilitated.
Other structures of the external protection connection structure for ancient tomb translation described in the present embodiment are referred to in the prior art.
Example 2
The invention also discloses an external protection connection construction method for translation of the ancient coffin chamber, which specifically comprises the following steps:
step S1: and excavating a foundation pit matched with the ancient tomb chamber packaging body, and arranging a foundation pit supporting structure 2 on the side surface of the foundation pit.
Step S2: a support beam 23 is arranged on the foundation pit support 2.
Step S3: the lower surface of the foundation pit is provided with a bottom plate 31.
Step S4: and integrally translating the ancient tomb room packing body into the foundation pit.
Step S5: the side wall 33 and the retaining shear wall 34 which are matched with the ancient tomb chamber packaging body are arranged to form the basement main body 3 with an opening on the upper surface.
Step S6: and filling soil into the gap between the basement main body 3 and the ancient coffin chamber.
Step S7: the support beam 23 is connected to the structural beam 321 of the ancient coffin chamber, and the top plate 32 is provided to cover the basement main body 3.
The embodiment of the invention discloses an external protection connection construction method for ancient coffin chamber translation, which can realize the external protection connection structure for ancient coffin chamber translation in the embodiment 1 through the steps of the method, so as to achieve the effect of more comprehensively protecting the ancient coffin chamber after translation. It should be noted that the above steps are not necessarily performed in order one by one, the order may be changed as appropriate, or a plurality of steps may be performed simultaneously.
The above description is only a preferred embodiment of the present invention, and is not intended to limit the present invention in any way, so that any modification, equivalent change and modification made to the above embodiment according to the technical spirit of the present invention are within the scope of the technical solution of the present invention.
Claims (10)
1. The utility model provides an outside protection connection structure for ancient coffin chamber translation which characterized in that, includes the ancient coffin chamber packing body that has the entry, still includes:
the foundation pit supporting structure consists of a drilled pile wall and a soil anchor rod wall, wherein an opening is formed in one side face of the foundation pit supporting structure, and the upper end parts of the drilled pile walls are connected with each other through a plurality of supporting beams;
basement main part, it includes bottom plate, roof, lateral wall and fender soil shear force wall, basement main part sets up in the excavation supporting structure, ancient tomb room is played the inclusion and is placed in the basement is played the inclusion, the roof has the opening, the roof includes the structure roof beam, the structure roof beam with it connects to prop up supporting beam, it sets up to keep off soil shear force wall the lateral wall with between the entry of ancient tomb play the inclusion.
2. An external protective connecting structure for translation of an ancient tomb as in claim 1, wherein:
the structural beam comprises a main beam and a plurality of secondary beams, and the secondary beams are respectively vertically intersected with the main beam.
3. An external protective connection structure for paleo tomb translation as recited in claim 2, wherein:
and a connecting hole matched with the structural beam is formed at the joint of the supporting beam and the structural beam.
4. An external protective connecting structure for translation of an ancient tomb as in claim 1, wherein:
and a stair is arranged between the opening of the top plate and the inlet of the ancient tomb room packing body.
5. An external protective attachment structure for translation of an ancient tomb as in claim 4, wherein:
the periphery of the opening of the top plate is provided with a retaining reverse bank wall.
6. An external protective connecting structure for translation of an ancient tomb as in claim 1, wherein:
and the inner surface of the side wall is provided with a supporting column matched with the structural beam.
7. An external protective connecting structure for translation of an ancient tomb as in claim 1, wherein:
the bored pile wall is formed by pouring steel pipe piles and concrete.
8. An external protective connecting structure for translation of an ancient tomb as in claim 1, wherein:
the soil layer anchor rod wall is made of a plurality of soil layer anchor rods embedded into the soil slope.
9. An external protective connecting structure for translation of a ancient coffin chamber as claimed in any one of claims 1 to 8, wherein:
the basement body is made of rebar and concrete of strength grade C30 and impermeability grade P6.
10. An external protection connection construction method for ancient tomb translation is characterized by comprising the following steps:
excavating a foundation pit matched with the ancient tomb chamber packaging body, and arranging a foundation pit supporting structure on the side surface of the foundation pit;
arranging a support beam on the foundation pit supporting structure;
a bottom plate is arranged on the lower surface of the foundation pit;
integrally translating the ancient coffin chamber packing body into a foundation pit;
arranging a side wall and a soil-retaining shear wall which are matched with the ancient tomb chamber packaging body to form a basement main body with an opening on the upper surface;
filling soil into a gap between the basement main body and the ancient coffin chamber;
the supporting beam is connected with a structural beam of the ancient coffin chamber, and the top plate is arranged to cover the basement main body.
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Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN114033213A (en) * | 2021-12-15 | 2022-02-11 | 山西五建集团有限公司 | Method for reinforcing urn-city deformed wall |
Citations (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| DE202011051438U1 (en) * | 2011-09-26 | 2011-11-03 | Peca Verbundtechnik Gmbh | Shuttering element for diaphragm walls |
| CN104389315A (en) * | 2014-11-12 | 2015-03-04 | 国家电网公司 | Consolidation grouting drilled pile wall and construction method thereof |
| CN112211199A (en) * | 2020-04-06 | 2021-01-12 | 广东华星建设集团有限公司 | Large deep foundation pit supporting construction structure and method thereof |
-
2021
- 2021-06-09 CN CN202110644242.4A patent/CN113279604A/en active Pending
Patent Citations (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| DE202011051438U1 (en) * | 2011-09-26 | 2011-11-03 | Peca Verbundtechnik Gmbh | Shuttering element for diaphragm walls |
| CN104389315A (en) * | 2014-11-12 | 2015-03-04 | 国家电网公司 | Consolidation grouting drilled pile wall and construction method thereof |
| CN112211199A (en) * | 2020-04-06 | 2021-01-12 | 广东华星建设集团有限公司 | Large deep foundation pit supporting construction structure and method thereof |
Non-Patent Citations (1)
| Title |
|---|
| 未公布: "各大媒体争先报喜讯，鲁班为千年南朝古墓成功"搬家"", 《慧正资讯》 * |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN114033213A (en) * | 2021-12-15 | 2022-02-11 | 山西五建集团有限公司 | Method for reinforcing urn-city deformed wall |
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Application publication date: 20210820 |