CN220928911U - Erection device - Google Patents
Erection device Download PDFInfo
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- CN220928911U CN220928911U CN202322755048.0U CN202322755048U CN220928911U CN 220928911 U CN220928911 U CN 220928911U CN 202322755048 U CN202322755048 U CN 202322755048U CN 220928911 U CN220928911 U CN 220928911U
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- erection
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- support
- erection device
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- 229910000831 Steel Inorganic materials 0.000 claims abstract description 97
- 239000010959 steel Substances 0.000 claims abstract description 97
- 230000007246 mechanism Effects 0.000 claims abstract description 74
- 230000003014 reinforcing effect Effects 0.000 claims abstract description 19
- 230000002787 reinforcement Effects 0.000 claims description 16
- 230000006378 damage Effects 0.000 abstract description 6
- 230000005540 biological transmission Effects 0.000 abstract 1
- 238000005728 strengthening Methods 0.000 abstract 1
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 38
- 238000010276 construction Methods 0.000 description 12
- 238000000034 method Methods 0.000 description 5
- 238000009434 installation Methods 0.000 description 3
- 230000008569 process Effects 0.000 description 3
- 238000003466 welding Methods 0.000 description 3
- 235000017166 Bambusa arundinacea Nutrition 0.000 description 2
- 235000017491 Bambusa tulda Nutrition 0.000 description 2
- 241001330002 Bambuseae Species 0.000 description 2
- 235000015334 Phyllostachys viridis Nutrition 0.000 description 2
- 239000011425 bamboo Substances 0.000 description 2
- 230000002093 peripheral effect Effects 0.000 description 2
- 230000000284 resting effect Effects 0.000 description 2
- 230000004075 alteration Effects 0.000 description 1
- 238000009826 distribution Methods 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 238000002360 preparation method Methods 0.000 description 1
- 238000003860 storage Methods 0.000 description 1
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- Conveying And Assembling Of Building Elements In Situ (AREA)
Abstract
The utility model discloses an erection device, which relates to the technical field of buildings and comprises an erection mechanism with a plurality of concrete columns arranged at intervals along the circumferential direction, a plurality of groups of steel supports correspondingly sleeved on the peripheries of the concrete columns and connected with the concrete columns, and a reinforcing mechanism connected with the plurality of groups of steel supports and arranged along the central axis direction of the erection mechanism. So, steel support and concrete stand bear the facility jointly and promote the facility and by the whole load of lifting object transmission when setting up the promotion, improved the intensity and the rigidity of setting up the device, protection concrete stand is avoided other equipment operation to bring the damage and the destruction in the work progress simultaneously, in addition, strengthening mechanism has strengthened the whole stability and the whole wholeness cooperativity of setting up the device, has solved among the prior art and has set up the device and can't satisfy the problem of large-scale equipment facility setting up the demand in the aspect of rigidity, intensity and stability.
Description
Technical Field
The utility model relates to the technical field of buildings, in particular to an erection device.
Background
The water tower is the high-rise building of water storage and water distribution in the water supply engineering, among the prior art, the hoisting device of the top water tank of water tower erects on 12 concrete columns on the water tank support section of thick bamboo, mutually independent between each concrete column, and at the in-process of hoisting water tank, all loads that hoisting device and water tank etc. transmitted when each concrete column jointly bear the promotion, at present, super-large-volume water towers such as 500m 3、700m3、1000m3 are more and more common, and the concrete column of erection water tank hoisting device has not been able to satisfy the demand in the aspect of the overall stability and the rigidity of the water tower of scale grow more and more to erection device.
Disclosure of utility model
The utility model aims to provide an erection device which solves the problem that the erection device in the prior art cannot meet the erection requirements of large-scale equipment facilities in terms of rigidity, strength and stability.
The above object of the present utility model can be achieved by the following technical scheme:
The present utility model provides an erection device comprising:
the erection mechanism is provided with a plurality of concrete upright posts which are arranged at intervals along the circumferential direction;
the steel supports are arranged in one-to-one correspondence with the concrete columns along the circumferential direction of the erection mechanism, and are sleeved on the periphery of the concrete columns and connected with the concrete columns;
At least one set of reinforcing mechanism is arranged along the central axis direction of the erection mechanism, and the reinforcing mechanism is connected with a plurality of groups of steel supports.
In a specific embodiment, the reinforcement mechanism is connected to a side of the steel support near the center of the erection mechanism.
In a specific embodiment, the reinforcing mechanism is provided with a plurality of steel diagonal braces, the steel diagonal braces are arranged at intervals along the circumferential direction of the erection mechanism, and the steel diagonal braces are connected between two adjacent concrete columns.
In a specific embodiment, the steel support is provided with a fixing piece and a support piece for encircling the concrete upright, and the support piece is connected with the concrete upright through the fixing piece.
In a specific embodiment, the upper end surface of the support member is flush with the upper end surface of the concrete column.
In a specific embodiment, the reinforcing mechanism is connected to the upper part of one side of the support member, which is close to the center of the erection mechanism, and the upper surface of the reinforcing mechanism does not exceed the upper end surface of the concrete column.
In a specific embodiment, the cross-sectional shape of the concrete pillar is rectangular.
In a specific embodiment, the supporting piece is two channel steel inwards of the notch symmetrically arranged at two sides of the concrete upright post.
In a specific embodiment, the fixing piece is a steel plate which is embedded between the concrete upright post and the channel steel and has the same width as the concrete upright post.
In a specific embodiment, the channel steel is symmetrically arranged along the radial direction of the erection mechanism, or the channel steel is symmetrically arranged along the circumferential direction of the erection mechanism.
The utility model has the characteristics and advantages that:
1. The steel support sleeved on the periphery of the concrete upright post not only improves the strength and rigidity of the erection device, but also avoids the damage and the damage to the concrete upright post caused by the equipment operation in the construction process.
2. The reinforcement mechanism associated with each steel support enhances the overall stability and overall cooperativity of the erection device.
3. The arrangement mode of the reinforcing mechanism avoids the interference problem in the construction process, and simultaneously provides space for the installation of temporary tools.
4. The erection device has large adaptability to erection facilities and long service life.
Drawings
In order to more clearly illustrate the technical solutions of the embodiments of the present utility model, the drawings required for the description of the embodiments will be briefly described below, and it is apparent that the drawings in the following description are only some embodiments of the present utility model, and other drawings may be obtained according to these drawings without inventive effort for a person skilled in the art.
FIG. 1 is a plan view of an erection device of the utility model;
FIG. 2 is an enlarged view of a portion of the planar arrangement of the erection device of the utility model;
FIG. 3 is a cross-sectional view of the mounting device of the present utility model.
Reference numerals illustrate:
1. an erection mechanism; 11. a concrete column;
2. A steel support; 21. a fixing member; 22. a support; 221. channel steel I; 222. channel steel II;
3. A reinforcing mechanism; 31. a steel diagonal bracing;
4. a support cylinder;
5. a manway;
6. Embedding bolts;
7. And (5) burying the piece.
Detailed Description
The following description of the embodiments of the present utility model will be made clearly and completely with reference to the accompanying drawings, in which it is apparent that the embodiments described are only some embodiments of the present utility model, but not all embodiments. All other embodiments, which can be made by those skilled in the art based on the embodiments of the utility model without making any inventive effort, are intended to be within the scope of the utility model.
Embodiment one
As shown in fig. 1 to 3, the present utility model provides a erection device comprising:
The erection mechanism 1 is provided with a plurality of concrete columns 11 which are arranged at intervals along the circumferential direction;
The steel supports 2 are arranged in one-to-one correspondence with the concrete columns 11 along the circumferential direction of the erection mechanism 1, and the steel supports 2 are sleeved on the periphery of the concrete columns 11 and are connected with the concrete columns 11;
At least one set of reinforcing mechanisms 3 are arranged along the central axis direction of the erection mechanism 1, and the reinforcing mechanisms 3 are connected with the plurality of groups of steel supports 2.
According to the erection device, the strength and the rigidity of the erection device are improved by correspondingly arranging the steel supports 2 on each concrete upright post 11 of the erection mechanism 1, meanwhile, the concrete upright posts 11 are protected from being damaged and destroyed by other equipment operation in the construction process, in addition, the overall stability and the overall synergy of the erection device are enhanced by the reinforcing mechanism 3 connected with each steel support 2, and the erection device has the advantages of large inclusion of erection facilities and long service life.
Specifically, as shown in fig. 1 to 3, the erection device comprises an erection mechanism 1, a plurality of groups of steel supports 2 and a reinforcing mechanism 3, wherein the erection mechanism 1 is provided with a plurality of concrete columns 11 which are arranged at intervals along the circumferential direction, the plurality of groups of steel supports 2 are sleeved on the periphery of the concrete columns 11 in a one-to-one correspondence manner and are connected with the concrete columns 11, the reinforcing mechanism 3 is arranged along the central axis direction of the erection mechanism 1 and is connected with each steel support 2 to form a complete circumference, namely, each steel support 2 is connected end to end through the reinforcing mechanism 3, in the embodiment, the erection mechanism 1 is 12 concrete columns uniformly distributed above a water tank support 4 of a water tower, and the reinforcing mechanism 3 is arranged in a single row along the central axis direction of the erection mechanism 1.
According to one embodiment of the utility model, the reinforcement means 3 are connected to the side of the steel support 2 near the centre of the erection means 1.
In this embodiment, the reinforcement mechanism 3 is provided on the inner peripheral side of the erection mechanism 1, and ensures the outer Zhou Shunhua of the erection device, facilitating erection and lifting of the hollow facility.
Specifically, as shown in fig. 1, the reinforcement mechanism 3 is connected to a plurality of groups of steel supports 2, and the connection point is located on one side of the steel supports 2 near the center of the erection mechanism 1, and in this embodiment, the reinforcement mechanism 3 is connected to one side of the steel supports 2 near the manhole 5 of the water tower.
According to one embodiment of the utility model, the reinforcement means 3 has a plurality of steel struts 31, the plurality of steel struts 31 being arranged at intervals in the circumferential direction of the erection means 1, the steel struts 31 being connected between two adjacently arranged concrete columns 11.
In the embodiment, the steel diagonal braces 31 are arranged at intervals with the concrete upright posts 11, and all the steel supports 2 sleeved on the periphery of the concrete upright posts 11 are connected end to end through the steel diagonal braces 31 arranged left and right, so that the site construction is convenient.
Specifically, as shown in fig. 1 and 3, the reinforcement mechanism 3 has a plurality of steel diagonal braces 31 arranged at intervals along the circumferential direction of the erection mechanism 1, each steel diagonal brace 31 is connected between two adjacent concrete columns 11, and a plurality of groups of steel diagonal braces 31 connect end to end each steel support 2 sleeved on the outer periphery of the concrete column 11.
According to one embodiment of the utility model, the steel support 2 has a fixing element 21 and a support element 22 embracing the concrete column 11, the support element 22 being connected to the concrete column 11 by means of the fixing element 21.
In this embodiment, the steel support 2 has a fixing member 21 and a support member 22 embracing the concrete column, which are not integrally formed, and has a small volume and is convenient to construct on site.
Specifically, as shown in fig. 2 and 3, the steel support 2 is provided with a fixing member 21 and a support member 22 for embracing the concrete column, the fixing member 21 is welded to an embedded part (not shown in the drawings) at the bottom of the concrete column 11 to fix, and the support member 22 is welded to the fixing member 21 to fix the concrete column 11.
Further, the upper end surface of the supporting member 22 is flush with the upper end surface of the concrete column 11.
In this embodiment, the support members 22 together with the concrete columns 11 bear the entire load transferred by the lifting facility and the lifted object when the facility is erected and lifted.
Specifically, as shown in fig. 3, the upper end face of the support member 22 of the steel support 2 is flush with the upper end face of the concrete column 11, that is, the plane where the upper end face of the support member 22 is located is the same horizontal plane as the plane where the upper end face of the concrete column 11 is located.
Further, the reinforcement mechanism 3 is connected to the upper portion of the support 22 on the side close to the center of the erection mechanism 1, and the upper surface of the reinforcement mechanism 3 does not exceed the upper end surface of the concrete pillar 11.
In this embodiment, the reinforcing mechanism 3 is provided at the upper portion of the inner peripheral side of the erection mechanism 1, and the upper surface of the reinforcing mechanism 3 does not exceed the upper end face of the concrete column 11, avoiding the occurrence of interference problems during construction, while providing a space for installation of temporary tools.
Specifically, as shown in fig. 1 to 3, the reinforcement mechanism 3 is connected to the upper portion of the support 22 on the side close to the center of the erection mechanism 1, and the upper surface of the reinforcement mechanism 3 does not exceed the upper end surface of the concrete pillar 11, in this embodiment, the reinforcement mechanism 3 is connected to the end portion of the support 22 on the side close to the manhole 5 of the water tower.
According to one embodiment of the present utility model, the cross-sectional shape of the concrete pillar 11 is rectangular.
In the embodiment, the support piece 22 of the surrounding concrete upright post 11 can be directly constructed from the side surface of the concrete upright post 11 by selecting a section bar without secondary processing, so that the construction is convenient and quick, and the high-altitude operation is friendly.
Specifically, as shown in fig. 2, the cross-sectional shape of the concrete column 11 of the erection mechanism 1 is rectangular.
Further, the supporting piece 22 is two channel steel inwards with notches symmetrically arranged at two sides of the concrete upright 11.
In the embodiment, two channel steels symmetrically arranged at the two sides of the concrete upright 11 and with inwards notches surround the concrete upright 11, and the construction is simple and efficient.
Specifically, as shown in fig. 2, the supporting members 22 are a channel one 221 and a channel two 222 symmetrically arranged at two sides of the concrete column 11 and having notches inwards embracing the concrete column 11.
Further, the fixing member 21 is a steel plate which is inserted between the concrete column 11 and the channel steel and has the same width as the concrete column 11.
In this embodiment, the steel plate embedded between the concrete columns 11 and the channel steel provides a wide welding area.
Specifically, as shown in fig. 2 and 3, the fixing members 21 are steel plates which are tightly attached to four sides of the concrete upright 11 and have the same width as the concrete upright 11, the steel plates are welded and fixed with embedded members (not shown in the drawings) at the bottom of the concrete upright 11, and the channel steel is connected with the concrete upright 11 through the steel plates.
Further, the channel steel is symmetrically arranged along the radial direction of the erection mechanism 1, or the channel steel is symmetrically arranged along the circumferential direction of the erection mechanism 1.
In the embodiment, the channel steel is variously symmetrically arranged along the two sides of the concrete upright post 11, can be correspondingly adjusted according to the condition of a construction site, and has good adaptability.
Specifically, as shown in fig. 1 and 2, the channel steel is symmetrically arranged along two sides of the concrete upright 11 and the notches inwards embrace the concrete upright 11, the symmetrical arrangement direction of the channel steel is the radial direction or the circumferential direction of the erection mechanism 1, and in this embodiment, the channel steel is symmetrically arranged along the circumferential direction of the erection mechanism 1.
Second embodiment
As shown in fig. 1 to 3, the present utility model provides a construction method for erecting and lifting a water tank of a water tower, wherein the erection device is used for realizing the erection and lifting of the water tank of the water tower, and the construction method comprises the following steps:
After the 12 concrete columns 11 uniformly distributed above the support cylinder 4 are completed, steel plates with the same width as the concrete columns 11 are installed on four sides of each concrete column 11, and the steel plates are fixed with the concrete columns 11;
Two channel steels of the concrete upright posts 11 are symmetrically arranged at two sides of each concrete upright post 11 and inwards embracing the notch, and the two channel steels are welded and fixed with the steel plate;
Each steel diagonal brace 31 is embedded between adjacent concrete columns 11, and is installed in place at the end part of the channel steel, which is close to one side of the water tower manhole 5;
After a water tank lifting facility is fixed in place on 12 concrete upright posts uniformly distributed above a water tank support cylinder 4 of a water tower by adopting an embedded bolt 6, starting to lift the water tank;
After the water tank is lifted in place, a temporary steel bracket is used as a resting point for temporarily supporting the water tank.
In this embodiment, the channel-section steel is all installed to 12 concrete stand 11's of a section of thick bamboo 4 top equipartition periphery, has improved the intensity and the rigidity of the erection device of water tank promotion facility effectively, has also effectively avoided the construction to promote in-process equipment operation to the damage and the destruction of concrete stand 11, sets up steel bracing 31 in the tip that the channel-section steel is close to water tower manhole 5 center one side simultaneously and makes the whole synergism of each concrete stand 11 improve, has further strengthened the overall stability of erection device simultaneously, still can avoid influencing the installation of interim steel support between the follow-up concrete stand 11.
Specifically, as shown in fig. 1 to 3, after the 12 concrete columns above the support cylinder 4 are completed, steel plates with the same width as the concrete column 11 are mounted on four sides of each concrete column, and the steel plates are welded and fixed with embedded parts (not shown in the figure) at the bottom of the concrete column 11; symmetrically installing a channel steel I221 and a channel steel II 222 with notches for inwards embracing the concrete upright posts 11 on two sides of each concrete upright post 11, and welding and fixing the channel steel I221 and the channel steel II 222 with a steel plate; embedding each steel diagonal brace between adjacent concrete columns 11, and welding firmly at the end part of the channel steel, which is close to one side of the water tower manhole 5; fixing a water tank lifting facility on 12 concrete upright posts uniformly distributed above a water tank support cylinder 4 of a water tower by adopting an embedded bolt 6, and starting to lift the water tank after lifting preparation work is finished; after the water tank is lifted in place, a temporary steel bracket is adopted as a resting point for temporarily supporting the water tank, the embedded part 7 at the bottom of the water tank beam is welded and fixed with the top panel of the bracket of the temporary steel bracket, and the subsequent water tower construction operation is continued according to a plan.
The foregoing is merely a few embodiments of the present utility model and those skilled in the art may make various modifications or alterations to the embodiments of the present utility model in light of the disclosure herein without departing from the spirit and scope of the utility model.
Claims (10)
1. An erection device, comprising:
the erection mechanism is provided with a plurality of concrete upright posts which are arranged at intervals along the circumferential direction;
the steel supports are arranged in one-to-one correspondence with the concrete columns along the circumferential direction of the erection mechanism, and are sleeved on the periphery of the concrete columns and connected with the concrete columns;
At least one set of reinforcing mechanism is arranged along the central axis direction of the erection mechanism, and the reinforcing mechanism is connected with a plurality of groups of steel supports.
2. The racking device of claim 1, wherein said stiffening mechanism is attached to a side of said steel support near the center of said racking mechanism.
3. The erection device according to claim 1 or 2, wherein the reinforcement mechanism has a plurality of steel diagonal braces, the plurality of steel diagonal braces being arranged at intervals along a circumferential direction of the erection mechanism, the steel diagonal braces being connected between two adjacently arranged concrete columns.
4. The erection device of claim 1, wherein the steel support has a fixing member and a support member embracing the concrete column, the support member being connected to the concrete column by the fixing member.
5. The erection device of claim 4, wherein an upper end surface of the support member is flush with an upper end surface of the concrete column.
6. The erection device of claim 5, wherein the reinforcement mechanism is connected to an upper portion of a side of the support member near a center of the erection mechanism, and an upper surface of the reinforcement mechanism does not exceed an upper end surface of the concrete pillar.
7. The erection device of claim 4, wherein the concrete upright has a rectangular cross-sectional shape.
8. The erection device of claim 7, wherein the support is two channel steels with inward slots symmetrically arranged on two sides of the concrete upright.
9. The erection device of claim 8, wherein the fixing member is a steel plate embedded between the concrete upright and the channel steel and having the same width as the concrete upright.
10. The racking device of claim 8, wherein said channel is symmetrically disposed along a radial direction of said racking mechanism or said channel is symmetrically disposed along a circumferential direction of said racking mechanism.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202322755048.0U CN220928911U (en) | 2023-10-13 | 2023-10-13 | Erection device |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202322755048.0U CN220928911U (en) | 2023-10-13 | 2023-10-13 | Erection device |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN220928911U true CN220928911U (en) | 2024-05-10 |
Family
ID=90936150
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202322755048.0U Active CN220928911U (en) | 2023-10-13 | 2023-10-13 | Erection device |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN220928911U (en) |
-
2023
- 2023-10-13 CN CN202322755048.0U patent/CN220928911U/en active Active
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