CN111705930A - Auxiliary construction structure and construction method for inverted cone spiral building - Google Patents
Auxiliary construction structure and construction method for inverted cone spiral building Download PDFInfo
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- CN111705930A CN111705930A CN202010628187.5A CN202010628187A CN111705930A CN 111705930 A CN111705930 A CN 111705930A CN 202010628187 A CN202010628187 A CN 202010628187A CN 111705930 A CN111705930 A CN 111705930A
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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
- E04B1/34—Extraordinary structures, e.g. with suspended or cantilever parts supported by masts or tower-like structures enclosing elevators or stairs; Features relating to the elastic stability
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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
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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
- E04G21/16—Tools or apparatus
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Abstract
The application discloses supplementary construction structures and construction method of back taper body spiral building relates to structural engineering technical field. Need not use interim supporting member, also need not build interim supporting platform, can practice thrift construction cost to can not influence the construction progress. This application back taper spiral building's supplementary construction structures includes: the first rope pulling group is connected between the foundation and the first inclined column and can prevent the first inclined column from swinging along the circumferential direction of the inverted cone and prevent the upper end of the first inclined column from turning downwards; the second rope pulling group is connected between the foundation and the second inclined column and can prevent the second inclined column from swinging along the circumferential direction of the inverted cone and prevent the upper end of the second inclined column from turning downwards; the third stay cord is connected between the first batter post and the second batter post and can prevent the first batter post and the second batter post from turning in a direction away from each other. Meanwhile, the application also provides a construction method of the inverted cone spiral building. The construction cost of back taper body spiral building can be reduced to this application.
Description
Technical Field
The application relates to the technical field of structural engineering, in particular to an auxiliary construction structure and a construction method of an inverted cone spiral building.
Background
With the development of society and economy, buildings in cities present various structures. For example, inverted cone helical building structures and the like are increasingly popular because inverted cone helical building structures have different appearances from other common building structures, look more novel, and have a technological sense.
The existing inverted cone spiral building structure generally comprises a plurality of inclined columns which are fixed on the ground and inclined at a certain included angle with the horizontal plane, wherein the inclined columns are enclosed into an inverted cone shape, a spiral ring channel is spirally arranged along the annular direction of the inclined columns, the spiral ring channel is fixedly connected with the inclined columns, a plurality of pull rods are fixed between the inclined columns into a whole, and the pull rods form a net structure.
Inverted cone spiral building usually adopts the way of setting up interim support when the construction, and the back is accomplished in the batter post construction, sets up the pull rod, and then hoists the spiral loop to link spiral loop and batter post into an entirety through the connecting piece, finally form holistic inverted cone spiral building structure. Adopt the way of setting up interim support, need increase a large amount of interim supporting members who is used for supporting the batter post, like steel pipe etc. still need set up interim supporting platform, like scaffold frame etc. consequently, not only can increase a large amount of manpowers, material resources, and then increase cost, simultaneously, set up interim support in the place, can occupy the place space, influence the construction progress.
Disclosure of Invention
The embodiment of the application provides an auxiliary construction structure and a construction method of an inverted cone spiral building, a temporary supporting member is not needed, a temporary supporting platform is not needed to be built, construction cost can be saved, and construction progress cannot be influenced.
In order to achieve the above object, in one aspect, embodiments of the present application provide an auxiliary construction structure for an inverted cone helical building, the inverted cone helical building including a plurality of batter post groups fixed on a foundation, each of the batter post groups including a first batter post and a second batter post symmetrically arranged with respect to an axis of the inverted cone helical building; the first inclined columns and the second inclined columns are obliquely arranged to form an inverted cone shape; the auxiliary construction structure includes: the first stay cord group is connected between the foundation and the first inclined column and can prevent the first inclined column from swinging along the circumferential direction of the inverted cone and prevent the upper end of the first inclined column from turning downwards; the second stay cord group is connected between the foundation and the second inclined column and can prevent the second inclined column from swinging along the circumferential direction of the inverted cone and prevent the upper end of the second inclined column from turning downwards; and a third stay cord connected between the first batter post and the second batter post, the third stay cord being capable of preventing the first batter post and the second batter post from being reversed in a direction away from each other.
The auxiliary construction structure provided by the embodiment of the application comprises a first stay cord group, a second stay cord group and a third stay cord, wherein the first stay cord group is connected between a foundation and a first batter post, and the first stay cord group can prevent the first batter post from swinging along the circumferential direction of an inverted cone and prevent the upper end of the first batter post from turning downwards; the second stay cord group is connected between the foundation and the second batter post and can prevent the second batter post from swinging along the circumferential direction of the inverted cone and prevent the upper end of the second batter post from turning downwards; the third stay cord is connected between first batter post and second batter post, and the third stay cord can prevent first batter post and second batter post to keeping away from each other's direction upset, from this, only relies on first stay cord group, second stay cord group and third stay cord to make first batter post and second batter post remain stable, need not additionally set up bearing structure and build supporting platform, can practice thrift construction cost to can not influence the construction progress.
On the other hand, the embodiment of the application provides a construction method of an inverted cone spiral building, which comprises the steps of fixing a first batter post group on a foundation by adopting an auxiliary construction structure; the auxiliary construction structure is the auxiliary construction structure of the inverted cone spiral building; fixing a second inclined column group on the foundation by adopting the auxiliary construction structure, so that a first inclined column in the first inclined column group is close to a first inclined column in the second inclined column group, and a second inclined column in the first inclined column group is close to a second inclined column in the second inclined column group; connecting a plurality of tie rods between a first batter post in the first batter post group and a first batter post in the second batter post group; connecting a plurality of tie rods between a second batter post in the first batter post group and a second batter post in the second batter post group; repeating the steps of fixing the inclined column groups and connecting the pull rods until all the inclined column groups are fixed on the foundation and connected into a closed loop structure through the pull rods, and completing construction of the inverted cone framework; removing the first pull rope and the second pull rope; an inner spiral ring channel and an outer spiral ring channel are arranged on the inverted cone framework; and dismantling the third pull rope to complete the construction of the inverted cone spiral building.
According to the construction method of the inverted cone spiral building, the auxiliary construction structure of the inverted cone spiral building is adopted, so that the same technical problems can be solved, and the same technical effects can be generated.
Drawings
In order to more clearly illustrate the embodiments of the present application or the technical solutions in the prior art, the drawings used in the description of the embodiments or the prior art will be briefly described below, it is obvious that the drawings in the following description are only some embodiments of the present application, and for those skilled in the art, other drawings can be obtained according to the drawings without creative efforts.
FIG. 1 is a schematic structural diagram of an inverted cone helical building according to an embodiment of the present application;
FIG. 2 is a schematic structural diagram of an inverted cone framework in an inverted cone spiral building according to an embodiment of the present application;
FIG. 3 is a front view of an auxiliary construction structure of an inverted cone helical building according to an embodiment of the present disclosure;
FIG. 4 is a top view of an auxiliary construction structure of an inverted cone helical building according to an embodiment of the present disclosure;
fig. 5 is a front view of a first pulling rope group in an auxiliary construction structure of the inverted cone spiral building according to the embodiment of the present application;
fig. 6 is a top view of a first pulling rope group in an auxiliary construction structure of the inverted cone helical building according to the embodiment of the present application;
FIG. 7 is a front view of a first pulling rope group and a second pulling rope group in the inverted cone spiral building according to the embodiment of the present application;
fig. 8 is a top view of a first pulling rope set and a second pulling rope set in an inverted cone spiral building according to an embodiment of the present application;
fig. 9 is a state diagram of the inverted cone helical building according to the embodiment of the present application after the installation of the second batter post group is completed;
fig. 10 is a state diagram of the inverted cone helical building according to the embodiment of the present application after the installation of the tie rod between the second batter post group and the first batter post group is completed;
fig. 11 is a state diagram of the reverse-cone helical building according to the embodiment of the present application after installation of all batter post groups is completed.
Detailed Description
The technical solutions in the embodiments of the present application will be clearly and completely described below with reference to the drawings in the embodiments of the present application, and it is obvious that the described embodiments are only a part of the embodiments of the present application, 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 application.
In the description of the present application, it is to be understood that the terms "center", "upper", "lower", "front", "rear", "left", "right", "vertical", "horizontal", "top", "bottom", "inner", "outer", and the like indicate orientations or positional relationships based on those shown in the drawings, and are only for convenience in describing the present application and simplifying the description, but do not indicate or imply that the referred device or element must have a particular orientation, be constructed in a particular orientation, and be operated, and thus should not be construed as limiting the present application.
In the description of the present application, 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; the specific meaning of the above terms in the present application can be understood in a specific case by those of ordinary skill in the art.
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 application, "a plurality" means two or more unless otherwise specified.
Referring to fig. 1 and 2, the inverted cone helical building includes a plurality of oblique column sets 1 fixed on a foundation (not shown), each oblique column set 1 includes a first oblique column 11 and a second oblique column 12 symmetrically disposed with respect to an axis of the inverted cone helical building, the plurality of first oblique columns 11 and the second oblique columns 12 are obliquely disposed to enclose an inverted cone shape, and the plurality of oblique column sets 1 are connected by a pull rod 2 to form a closed loop structure, forming an inverted cone skeleton 10.
Referring to fig. 3 and 4, the present application provides an auxiliary construction structure 6, including a first rope pulling set 61, a second rope pulling set 62 and a third rope pulling 63, where the first rope pulling set 61 is connected between the foundation 5 and the first batter post 11, and the first rope pulling set 61 can prevent the first batter post 11 from swinging in the circumferential direction of the inverted cone and prevent the upper end of the first batter post 11 from turning downward; the second stay cord group 62 is connected between the foundation 5 and the second batter post 12, and the second stay cord group 62 can prevent the second batter post 12 from swinging along the circumferential direction of the inverted cone and prevent the upper end of the second batter post 12 from turning downwards; third stay cord 63 is connected between first batter post 11 and second batter post 12, and third stay cord 63 can prevent first batter post 11 and second batter post 12 to keeping away from the direction upset each other, and from this, only rely on first stay cord group 61, second stay cord group 62 and third stay cord 63 can make first batter post 11 and second batter post 12 remain stable, need not additionally set up bearing structure and build supporting platform, can practice thrift construction cost, and can not influence the construction progress.
Referring to fig. 3, 5 and 6, in some embodiments, the first pulling rope set 61 includes two first pulling ropes 611, first ends of the two first pulling ropes 611 are both connected to the upper half portion of the first batter post 11, second ends of the two first pulling ropes 611 are both connected to the foundation 5, the two first pulling ropes 611 are symmetrically arranged with respect to a plane formed by the first batter post 11 and the second batter post 12, and an included angle between a projection of the two first pulling ropes 611 on the foundation 5 and the plane formed by the first batter post 11 and the second batter post 12 is an acute angle. The two first pulling ropes 611 are respectively designated as 611a and 611 b.
Referring to fig. 3, 4, 7 and 8, the second rope pulling set 62 includes two second ropes 621, first ends of the two second ropes 621 are both connected to the upper half portion of the second batter post 12, second ends of the two second ropes 621 are both connected to the base 5, the two second ropes 621 are symmetrically disposed with respect to a plane formed by the first batter post 11 and the second batter post 12, and an included angle between a projection of the two second ropes 621 on the base 5 and the plane formed by the first batter post 11 and the second batter post 12 is an acute angle. The two second pull cords 621 are denoted as 621a and 621b, respectively.
In other embodiments, the first pulling rope group 61 may include three first pulling ropes 611, wherein the first ends of the three first pulling ropes 611 are connected to the upper half portion of the first inclined pillar 11, and the second ends of the three first pulling ropes 611 are connected to the foundation 5. Two of the three first pulling ropes 611 are symmetrically arranged relative to a plane formed by the first inclined post 11 and the second inclined post 12, and included angles between projections of the two first pulling ropes 611 on the base 5 and the plane formed by the first inclined post 11 and the second inclined post 12 are right angles, and the third first pulling rope 611 is located on the plane formed by the first inclined post 11 and the second inclined post 12, so that the two first pulling ropes 611 can prevent the first inclined post 11 from swinging along the circumferential direction of the inverted cone, the third first pulling rope 611 can prevent the upper end of the first inclined post 11 from overturning downwards, and the structure can enable the first inclined post 11 to be more stable.
Referring to fig. 3, 4, 7 and 8, in some embodiments, a first end of the third string 63 is connected to the upper half of the first batter post 11, a second end of the third string 63 is connected to the upper half of the second batter post 12, and the third string 63 is disposed in a horizontal direction, whereby only one third string 63 is required to prevent the first batter post 11 and the second batter post 12 from being flipped away from each other.
In other embodiments, there may be two third pulling ropes 63, wherein a first end of one third pulling rope 63 is connected to the upper half portion of the first inclined pillar 11, and a second end thereof is connected to the bottom portion of the second inclined pillar 12; the first end of the other third pull rope 63 is connected to the bottom of the first inclined column 11, the second end of the other third pull rope 63 is connected to the upper half part of the second inclined column 12, and the two third pull ropes 63 are arranged in a crossed mode, so that the connection between the first inclined column 11 and the second inclined column 12 is more reliable.
In some embodiments, the first pulling rope 611, the second pulling rope 621 and the third pulling rope 63 are all steel wire ropes, and the first pulling rope 611, the second pulling rope 621 and the third pulling rope 63 are more convenient to fix due to the better flexibility of the steel wire ropes.
In other embodiments, the first pulling rope 611, the second pulling rope 621 and the third pulling rope 63 are all steel strands, which have better tensile strength, so that the first pulling rope 611, the second pulling rope 621 and the third pulling rope 63 can be used more reliably.
With continued reference to fig. 7 and 8, in some embodiments, the first pulling rope 611 and the second pulling rope 621 are symmetrically arranged relative to the axis of the inverted cone, the second end of the first pulling rope 611a and the second end of the second pulling rope 621a on one side of the plane formed by the first inclined pillar 11 and the second inclined pillar 12 are fixed at the same position on one side of the foundation 5, and the second end of the first pulling rope 611b and the second end of the second pulling rope 621b on the other side of the plane formed by the first inclined pillar 11 and the second inclined pillar 12 are fixed at the same position on the other side of the foundation 5, so that four pulling ropes can be fixed simultaneously by only arranging two fixing parts on the foundation 5, and the installation is more convenient. Specifically, the fixing element may be an ear plate, the second end of the first pulling rope 611a and the second end of the second pulling rope 621a are both fixed to the same ear plate, and the second end of the first pulling rope 611b and the second end of the second pulling rope 621b are fixed to the same ear plate, so that the installation is more convenient.
Referring to fig. 3, 4, 7 and 8, the first ends of the two first pulling ropes 611 and the first ends of the third pulling ropes 63 are connected to the same position of the first batter post 11, and the first ends of the two second pulling ropes 621 and the second ends of the third pulling ropes 63 are connected to the same position of the second batter post 12.
Referring to fig. 6, in some embodiments, an included angle α between the first pulling rope 611a and the first pulling rope 611b ranges from 60 ° to 120 °, and the included angle range can save more construction space and facilitate operation on the premise of ensuring the stability of the first batter post 11.
Referring to fig. 9, 10 and 11, an embodiment of the present application further provides a construction method of an inverted cone helical building, and for convenience of description, a plurality of groups of skew columns in the inverted cone helical building are respectively denoted as 1-1 and 1-2 … … 1-n; the first oblique columns in each group are respectively marked as 11-1 and 11-2 … … 11-n; the second oblique columns in each group are respectively marked as 12-1 and 12-2 … … 12-n; the auxiliary construction structures for constructing a plurality of groups of the inclined column groups are respectively marked as 6-1 and 6-2 … … 6-n; the first pull ropes are respectively marked as 611a-1, 611b-1, 611a-2, 611b-2 … … 611a-n and 611 b-n; a plurality of second pull ropes are respectively marked as 621a-1, 621b-1, 621a-2, 621b-2 … … 621a-n and 621 b-n; the third pull ropes are respectively marked as 63-1 and 63-2 … … 63-n, wherein n is a positive integer > 2.
The construction method of the inverted cone spiral building comprises the following steps:
Step 1.1, after the first inclined column 11-1 in the first inclined column group 1-1 is hoisted, a first pull rope 611a-1 and a first pull rope 611b-1 are connected to two sides of the first inclined column 11-1, first ends of the first pull rope 611a-1 and the first pull rope 611b-1 are connected to an ear plate of the first inclined column 11-1, and second ends of the first pull rope 611a-1 and the first pull rope 611b-1 are connected to the foundation 5, so that a stable structure is formed.
Step 1.2, after the second inclined column 12-1 in the first inclined column group 1-1 is hoisted, a second pull rope 621a-1 and a second pull rope 621b-1 are connected to two sides of the second inclined column 12-1, first ends of the second pull rope 621a-1 and the second pull rope 621b-1 are connected to an ear plate of the second inclined column 12-1, and a second end of the second inclined column 12-1 is connected to a foundation 5, so that a stable structure is formed.
And step 1.3, connecting a third pull rope 63-1 between the first batter post 11-1 and the second batter post 12-1, wherein two ends of the third pull rope 63-1 are respectively connected to the upper half parts of the first batter post 11-1 and the second batter post 12-1, and the third pull rope 63-1 is ensured to be arranged along the horizontal direction.
And 3, referring to fig. 10, connecting a plurality of pull rods 2 between the first batter post 11-1 and the first batter post 11-2, and connecting a plurality of pull rods 2 between the second batter post 12-1 and the second batter post 12-2.
And 4, referring to fig. 11, repeating the step 2 and the step 3 until all the inclined column groups 1 are fixed on the foundation 5 and connected into a closed loop structure through the pull rods 2, and completing construction of the inverted cone framework 10.
And 5, removing the first pulling rope group and the second pulling rope group.
There are various methods that can be implemented to remove the first pulling rope group and the second pulling rope group, in some embodiments, the first pulling rope group and the second pulling rope group can be removed while fixing the inclined pillar group 1, and specifically, referring to fig. 9, fig. 10 and fig. 11, the first inclined pillar group 1-1 and the second inclined pillar group 1-2 are taken as an example for explanation, after the pulling rod 2 is arranged between the first inclined pillar group 1-1 and the second inclined pillar group 1-2, the first pulling rope 611a-1, the first pulling rope 611b-2, the second pulling rope 621b-1 and the second pulling rope 621a-2 which are stressed in the direction close to the adjacent inclined pillar group are removed, the first pulling rope 611b-1, the first pulling rope 611a-2, the second pulling rope 621a-1 and the second pulling rope 621b-2 which are stressed in the direction far away from the adjacent inclined pillar group are retained, after all the inclined pillar groups 1 are connected into a closed loop structure through the pulling rod 2, and then the first pull rope and the second pull rope which are far away from the adjacent oblique column group in the stress direction are detached, so that the quantity of the pull ropes is always kept in a range in the construction process, the pull ropes cannot be gradually increased, and the construction is more convenient.
In other embodiments, the first stay rope group and the second stay rope group are removed after all the inclined column groups 1 are fixed on the foundation 5 and connected into a closed loop structure through the pull rods 2, so that the removed pull ropes and the temporarily unremoved pull ropes do not need to be distinguished in the removing process, the working efficiency is higher, and the error removal is avoided.
step 6.1, spirally mounting the inner spiral annular channel 3 along the inner wall surface of the inverted cone framework 10 from bottom to top until the top surface of the inner spiral annular channel 3 reaches the designed height of the bottom surface of the outer spiral annular channel 4;
and 6.2, spirally mounting the outer spiral annular channel 4 along the outer wall surface of the inverted cone framework 10 from bottom to top, and simultaneously mounting the other inner spiral annular channels 3 until the inner spiral annular channel 3 and the outer spiral annular channel 4 are closed.
And 7, dismantling the third pull rope 63-1 and the third pull rope 63-2 … … 63-n to complete the construction of the inverted cone spiral building.
The above description is only for the specific embodiments of the present application, but the scope of the present application is not limited thereto, and any person skilled in the art can easily conceive of the changes or substitutions within the technical scope of the present application, and shall be covered by the scope of the present application. Therefore, the protection scope of the present application shall be subject to the protection scope of the claims.
Claims (10)
1. An auxiliary construction structure of an inverted cone spiral building comprises a plurality of inclined column groups fixed on a foundation, wherein each inclined column group comprises a first inclined column and a second inclined column which are symmetrically arranged relative to the axis of the inverted cone spiral building; the first inclined columns and the second inclined columns are obliquely arranged to form an inverted cone shape;
it is characterized in that the auxiliary construction structure comprises:
the first stay cord group is connected between the foundation and the first inclined column and can prevent the first inclined column from swinging along the circumferential direction of the inverted cone and prevent the upper end of the first inclined column from turning downwards;
the second stay cord group is connected between the foundation and the second inclined column and can prevent the second inclined column from swinging along the circumferential direction of the inverted cone and prevent the upper end of the second inclined column from turning downwards;
and a third stay cord connected between the first batter post and the second batter post, the third stay cord being capable of preventing the first batter post and the second batter post from being reversed in a direction away from each other.
2. The inverted cone helical building auxiliary construction structure according to claim 1,
the first stay cord group comprises two first stay cords, the first ends of the two first stay cords are connected to the upper half part of the first inclined post, the second ends of the two first stay cords are connected to the foundation, the two first stay cords are symmetrically arranged relative to a plane formed by the first inclined post and the second inclined post, and the included angles between the projection of the two first stay cords on the foundation and the plane are acute angles;
the second stay cord group comprises two second stay cords, the first ends of the two second stay cords are connected to the upper half parts of the second inclined posts, the second ends of the two second stay cords are connected to the foundation, the two second stay cords are symmetrically arranged relative to the plane, and the projection of the two second stay cords on the foundation and the included angle of the plane are acute angles.
3. The inverted cone helical building auxiliary construction structure according to claim 2,
the first pull rope and the second pull rope are symmetrically arranged relative to the axis of the inverted cone, and the second end of the first pull rope and the second end of the second pull rope which are positioned on the same side of the plane are fixed at the same position of the foundation.
4. The inverted cone helical building auxiliary construction structure according to claim 3,
the first end of the third stay cord is connected to the upper half part of the first batter post, the second end of the third stay cord is connected to the upper half part of the second batter post, and the third stay cord is arranged along the horizontal direction.
5. The inverted cone helical building auxiliary construction structure according to claim 4,
the first ends of the two first pull ropes and the first ends of the third pull ropes are connected to the same position of the first inclined column; the first ends of the two second pull ropes and the second ends of the third pull ropes are connected to the same position of the second inclined column.
6. The auxiliary construction structure of the inverted cone helical building according to any one of claims 2 to 5, wherein the first pulling rope, the second pulling rope and the third pulling rope are all steel wire ropes.
7. The auxiliary construction structure of the inverted cone helical building according to claim 6, wherein an included angle between the two first pulling ropes ranges from 60 ° to 120 °.
8. The construction method of the inverted cone spiral building is characterized by comprising the following steps of,
fixing the first batter post group on a foundation by adopting an auxiliary construction structure; the auxiliary construction structure is the auxiliary construction structure of the inverted cone spiral building as claimed in any one of claims 1 to 7;
fixing a second inclined column group on the foundation by adopting the auxiliary construction structure, so that a first inclined column in the first inclined column group is close to a first inclined column in the second inclined column group, and a second inclined column in the first inclined column group is close to a second inclined column in the second inclined column group;
connecting a plurality of tie rods between a first batter post in the first batter post group and a first batter post in the second batter post group; connecting a plurality of tie rods between a second batter post in the first batter post group and a second batter post in the second batter post group;
repeating the steps of fixing the inclined column groups and connecting the pull rods until all the inclined column groups are fixed on the foundation and connected into a closed loop structure through the pull rods, and completing construction of the inverted cone framework;
removing the first pulling rope group and the second pulling rope group;
an inner spiral ring channel and an outer spiral ring channel are arranged on the inverted cone framework;
and dismantling the third pull rope to complete the construction of the inverted cone spiral building.
9. The reverse taper screw building construction method according to claim 8,
the specific steps for detaching the first pull rope and the second pull rope are as follows:
after a pull rod is arranged between the adjacent two groups of oblique columns, the first pull rope and the second pull rope are detached with the stress direction close to the adjacent oblique column groups, the stress direction is kept away from the adjacent oblique column groups, the first pull rope and the second pull rope are arranged, all the oblique column groups are treated to pass through the pull rod after being connected into a closed loop structure, and then the first pull rope and the second pull rope are detached with the stress direction away from the adjacent oblique column groups.
10. The construction method of the inverted cone helical building according to claim 8 or 9, wherein the installing of the inner helical ring and the outer helical ring on the inverted cone skeleton comprises the following steps:
spirally mounting the inner spiral annular channel along the inner wall surface of the inverted cone framework from bottom to top until the top surface of the inner spiral annular channel reaches the designed height of the bottom surface of the outer spiral annular channel;
and spirally installing the outer spiral annular channel from bottom to top along the outer wall surface of the inverted cone framework, and simultaneously installing the rest inner spiral annular channels until the inner spiral annular channel and the outer spiral annular channel are closed.
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| Application Number | Priority Date | Filing Date | Title |
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| CN202010628187.5A CN111705930A (en) | 2020-07-02 | 2020-07-02 | Auxiliary construction structure and construction method for inverted cone spiral building |
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| CN202010628187.5A CN111705930A (en) | 2020-07-02 | 2020-07-02 | Auxiliary construction structure and construction method for inverted cone spiral building |
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Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN113073855A (en) * | 2021-03-11 | 2021-07-06 | 中交第三航务工程局有限公司 | Rapid installation process of large-span leaf vein-like steel structure |
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2020
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Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN113073855A (en) * | 2021-03-11 | 2021-07-06 | 中交第三航务工程局有限公司 | Rapid installation process of large-span leaf vein-like steel structure |
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