CN111517228A - Nonstandard layer tower crane special-shaped attachment system and installation method - Google Patents
Nonstandard layer tower crane special-shaped attachment system and installation method Download PDFInfo
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- CN111517228A CN111517228A CN202010310523.1A CN202010310523A CN111517228A CN 111517228 A CN111517228 A CN 111517228A CN 202010310523 A CN202010310523 A CN 202010310523A CN 111517228 A CN111517228 A CN 111517228A
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- B—PERFORMING OPERATIONS; TRANSPORTING
- B66—HOISTING; LIFTING; HAULING
- B66C—CRANES; LOAD-ENGAGING ELEMENTS OR DEVICES FOR CRANES, CAPSTANS, WINCHES, OR TACKLES
- B66C23/00—Cranes comprising essentially a beam, boom, or triangular structure acting as a cantilever and mounted for translatory of swinging movements in vertical or horizontal planes or a combination of such movements, e.g. jib-cranes, derricks, tower cranes
- B66C23/18—Cranes comprising essentially a beam, boom, or triangular structure acting as a cantilever and mounted for translatory of swinging movements in vertical or horizontal planes or a combination of such movements, e.g. jib-cranes, derricks, tower cranes specially adapted for use in particular purposes
- B66C23/20—Cranes comprising essentially a beam, boom, or triangular structure acting as a cantilever and mounted for translatory of swinging movements in vertical or horizontal planes or a combination of such movements, e.g. jib-cranes, derricks, tower cranes specially adapted for use in particular purposes with supporting couples provided by walls of buildings or like structures
- B66C23/208—Cranes comprising essentially a beam, boom, or triangular structure acting as a cantilever and mounted for translatory of swinging movements in vertical or horizontal planes or a combination of such movements, e.g. jib-cranes, derricks, tower cranes specially adapted for use in particular purposes with supporting couples provided by walls of buildings or like structures with supporting couples provided from the side, e.g. by walls of buildings
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- B—PERFORMING OPERATIONS; TRANSPORTING
- B66—HOISTING; LIFTING; HAULING
- B66C—CRANES; LOAD-ENGAGING ELEMENTS OR DEVICES FOR CRANES, CAPSTANS, WINCHES, OR TACKLES
- B66C23/00—Cranes comprising essentially a beam, boom, or triangular structure acting as a cantilever and mounted for translatory of swinging movements in vertical or horizontal planes or a combination of such movements, e.g. jib-cranes, derricks, tower cranes
- B66C23/18—Cranes comprising essentially a beam, boom, or triangular structure acting as a cantilever and mounted for translatory of swinging movements in vertical or horizontal planes or a combination of such movements, e.g. jib-cranes, derricks, tower cranes specially adapted for use in particular purposes
- B66C23/26—Cranes comprising essentially a beam, boom, or triangular structure acting as a cantilever and mounted for translatory of swinging movements in vertical or horizontal planes or a combination of such movements, e.g. jib-cranes, derricks, tower cranes specially adapted for use in particular purposes for use on building sites; constructed, e.g. with separable parts, to facilitate rapid assembly or dismantling, for operation at successively higher levels, for transport by road or rail
- B66C23/28—Cranes comprising essentially a beam, boom, or triangular structure acting as a cantilever and mounted for translatory of swinging movements in vertical or horizontal planes or a combination of such movements, e.g. jib-cranes, derricks, tower cranes specially adapted for use in particular purposes for use on building sites; constructed, e.g. with separable parts, to facilitate rapid assembly or dismantling, for operation at successively higher levels, for transport by road or rail constructed to operate at successively higher levels
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- B—PERFORMING OPERATIONS; TRANSPORTING
- B66—HOISTING; LIFTING; HAULING
- B66C—CRANES; LOAD-ENGAGING ELEMENTS OR DEVICES FOR CRANES, CAPSTANS, WINCHES, OR TACKLES
- B66C23/00—Cranes comprising essentially a beam, boom, or triangular structure acting as a cantilever and mounted for translatory of swinging movements in vertical or horizontal planes or a combination of such movements, e.g. jib-cranes, derricks, tower cranes
- B66C23/62—Constructional features or details
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- Engineering & Computer Science (AREA)
- Structural Engineering (AREA)
- Mechanical Engineering (AREA)
- Transportation (AREA)
- Civil Engineering (AREA)
- Conveying And Assembling Of Building Elements In Situ (AREA)
- Jib Cranes (AREA)
Abstract
The invention provides a non-standard layer tower crane special-shaped attachment system and an installation method, wherein the non-standard layer tower crane special-shaped attachment system comprises the following steps: set up the dysmorphism anchorage device on the nonstandard layer tower crane of each layer, wherein, every dysmorphism anchorage device includes: the attachment frame is sleeved on each layer of tower body of the non-standard layer tower crane and is fixed with each layer of tower body; and the base is fixed on the building wall body of each layer and is connected with the attachment frame of each layer through a second attachment rod and a third attachment rod respectively. The invention can be used for the installation of the non-conventional tower crane attached to the wall, and has the problems of long total construction time and higher construction cost. It has realized that tower body and superstructure are stable to be adhered to through dysmorphism attachment body adhering to vaulting pole, adhere to frame, base. Thereby ensuring the smooth construction of the upper non-standard layer structure. In addition, in order to overcome the problem that the upper attachment cannot be directly arranged on the building due to partial shrinkage of the main structure of the building, an attachment auxiliary support frame needs to be arranged. The purpose of attaching the tower crane to the wall is achieved by adopting the auxiliary supporting frame for installation, and smooth proceeding of engineering is guaranteed.
Description
Technical Field
The invention relates to a non-standard layer tower crane special-shaped attachment system and an installation method.
Background
At present, a tower crane is the most common hoisting equipment on a construction site, also known as a tower crane, and a tower crane tip has the function of bearing upper loads transmitted by a boom pull rope and a balance arm pull rope and directly transmits the upper loads to a tower body structure through a rotary tower, a rotary table, a bearing seat and other structural components. If the tower body is lifted to exceed a certain height, the tower body is adhered and reinforced by the adhering devices, and in order to improve the stability of the tower crane and the rigidity of the tower body, a plurality of layers of adhering devices are required to be arranged in the full height of the tower body.
The installation and construction process of the conventional attachment device is relatively mature, but for the special-shaped attachment of the tower crane, the construction and installation difficulty is higher, and the installation risk coefficient is higher.
Disclosure of Invention
The invention aims to provide a non-standard layer tower crane special-shaped adhesion system and an installation method.
In order to solve the above problems, the present invention provides a non-standard layer tower crane special-shaped adhesion system, which includes special-shaped adhesion devices disposed on non-standard layer tower cranes of each layer, wherein each special-shaped adhesion device includes:
the attachment frame is sleeved on each layer of tower body of the non-standard layer tower crane and is fixed with each layer of tower body;
and the base is fixed on the building wall body of each layer and is connected with the attachment frame of each layer through a second attachment rod and a third attachment rod respectively.
Further, in the above-mentioned system, every dysmorphism adhesion apparatus still includes auxiliary stay frame, auxiliary stay frame includes:
one end of each horizontal support rod is connected with the building upright columns of each floor;
one end of each vertical diagonal brace is connected with the building wall of each layer, and the other end of each vertical diagonal brace is connected with the other end of each horizontal brace;
one end of each horizontal diagonal brace is connected with the building wall body of each floor, and the other end of each horizontal diagonal brace is connected with the other end of each horizontal diagonal brace;
one end of the first attaching rod is connected with the other end of the horizontal support rod, and the other end of the first attaching rod is connected with the attaching frames of all layers.
Further, in the above system, the horizontal brace rod, the vertical diagonal brace rod and the horizontal diagonal brace rod are respectively channel steel and made of Q235B.
Furthermore, the system also comprises embedded plates arranged in the building walls of each layer, and the bases of each layer are connected with the embedded plates of each layer.
Further, in the system, the pre-buried plate is made of Q235B material, the thickness is 20mm, and the length multiplied by the width is not less than 600 multiplied by 400 mm.
According to another aspect of the invention, the invention further provides an installation method of the irregular adhesion system of the non-standard layer tower crane, which includes installing irregular adhesion devices on the non-standard layer tower crane of each layer, wherein the installation of the irregular adhesion devices on the non-standard layer tower crane of each layer includes:
sleeving the attachment frames on each layer of tower body of the non-standard layer tower crane, and fixing the attachment frames on each layer with each layer of tower body;
and fixing a base on the building wall body of each layer, and respectively connecting the base with the attachment frame of each layer through a second attachment rod and a third attachment rod.
Further, in the above method, after the base is connected to the attachment frames of the respective layers through the second attachment rod and the third attachment rod, the method further includes installing an auxiliary support frame, where installing the auxiliary support frame includes:
connecting one end of a horizontal brace rod with the building upright columns at each layer;
connecting one end of the vertical diagonal brace with the building walls of each layer, and connecting the other end of the vertical diagonal brace with the other end of the horizontal brace;
connecting one end of the horizontal diagonal brace with the building walls of each layer, and connecting the other end of the horizontal diagonal brace with the other end of the horizontal diagonal brace;
and connecting one end of a first attaching rod with the other end of the horizontal support rod, and connecting the other end of the first attaching rod with the attaching frames of each layer.
Further, in the above method, the mounting the auxiliary support frame includes:
the horizontal stay bar, the vertical diagonal stay bar and the horizontal diagonal stay bar are made of channel steel and Q235B.
Further, the method for fixing a base to a building wall at each floor includes:
and the base of each layer is connected with the embedded plate of each layer by the embedded plate arranged in the building wall body of each layer.
Further, in the above method, the embedded plate provided in the building wall at each floor includes:
Q235B material, 20mm thickness, length multiplied by width not less than 600 multiplied by 400mm is adopted as the pre-buried plate.
Compared with the prior art, the invention comprises the following steps: set up the dysmorphism anchorage device on the nonstandard layer tower crane of each layer, wherein, every dysmorphism anchorage device includes: the attachment frame is sleeved on each layer of tower body of the non-standard layer tower crane and is fixed with each layer of tower body; and the base is fixed on the building wall body of each layer and is connected with the attachment frame of each layer through a second attachment rod and a third attachment rod respectively. The invention can be used for the installation of the non-conventional tower crane attached to the wall, and has the problems of long total construction time and higher construction cost. It has realized that tower body and superstructure are stable to be adhered to through dysmorphism attachment body adhering to vaulting pole, adhere to frame, base. Thereby ensuring the smooth construction of the upper non-standard layer structure. In addition, in order to overcome the problem that the upper attachment cannot be directly arranged on the building due to partial shrinkage of the main structure of the building, an attachment auxiliary support frame needs to be arranged. The purpose of attaching the tower crane to the wall is achieved by adopting the auxiliary supporting frame for installation, and smooth proceeding of engineering is guaranteed.
Drawings
FIG. 1 is a top view of a non-standard layer tower crane profile attachment system according to an embodiment of the invention;
FIG. 2 is a side view of a non-standard layer tower crane profile attachment system according to an embodiment of the invention;
FIG. 3 is an installation schematic diagram of a non-standard layer tower crane special-shaped adhesion system according to an embodiment of the invention;
1: horizontal stay bar, 2: a vertical diagonal brace, 3 a horizontal diagonal brace, 4; attachment frame, 5: a base.
Detailed Description
In order to make the aforementioned objects, features and advantages of the present invention comprehensible, embodiments accompanied with figures are described in further detail below.
As shown in fig. 1 to 3, the invention provides a non-standard layer tower crane special-shaped adhesion system, which includes special-shaped adhesion devices 100 arranged on non-standard layer tower cranes of each layer, wherein each special-shaped adhesion device 100 includes:
the attachment frame 4 is sleeved on each layer of tower body of the non-standard layer tower crane 8 and is fixed with each layer of tower body;
and a base 5 fixed to the building wall at each floor, wherein the base 5 is connected to the attachment frame 4 at each floor through a second attachment rod 72 and a third attachment rod 73, respectively.
The method can be used for the wall-attached installation of the unconventional tower crane, and has the problems of long total construction time and higher construction cost. It has realized that tower body and superstructure are stable to be adhered to through dysmorphism attachment body adhering to vaulting pole, adhere to frame, base. Thereby ensuring the smooth construction of the upper non-standard layer structure.
Preferably, each of the profile attaching devices 100 further comprises an auxiliary support frame including:
one end of each horizontal stay bar 1 is connected with a building upright post 6 of each floor;
one end of each vertical diagonal brace 2 is connected with a building wall of each layer, and the other end of each vertical diagonal brace 2 is connected with the other end of each horizontal strut 1;
one end of each horizontal diagonal brace 3 is connected with a building wall body of each floor, and the other end of each horizontal diagonal brace 3 is connected with the other end of each horizontal diagonal brace 1;
and one end of the first attaching rod 71 is connected with the other end of the horizontal stay bar 1, and the other end of the first attaching rod 71 is connected with the attaching frame 4 of each layer.
In order to overcome the problem that the upper attachment cannot be directly arranged on the building due to partial shrinkage of the main structure of the building, an attachment auxiliary support frame is required. The purpose of attaching the tower crane to the wall is achieved by adopting the auxiliary supporting frame for installation, and smooth proceeding of engineering is guaranteed.
Preferably, the building further comprises pre-buried plates arranged in the building walls of each floor, and the bases 5 of each floor are connected with the pre-buried plates of each floor.
Preferably, the embedded plate is made of Q235B material, the thickness is 20mm, and the length multiplied by the width is not less than 600 multiplied by 400 mm.
Preferably, the horizontal brace rod 1, the vertical brace rod 2 and the horizontal brace rod 3 are respectively made of channel steel and Q235B.
As shown in fig. 1 to 3, the present invention further provides an installation method of a non-standard layer tower crane special-shaped adhesion system, including installing special-shaped adhesion devices 100 on non-standard layer tower cranes of each layer, where installing special-shaped adhesion devices 100 on non-standard layer tower cranes of each layer includes:
step S1, sleeving the attachment frames 4 on each layer of tower body of the non-standard layer tower crane 8, and fixing the attachment frames 4 on each layer and each layer of tower body;
in step S2, the base 5 is fixed to the building wall at each floor, and the base 5 is connected to the attachment frame 4 at each floor via the second attachment rod 72 and the third attachment rod 73, respectively.
The method can be used for the wall-attached installation of the unconventional tower crane, and has the problems of long total construction time and higher construction cost. It has realized that tower body and superstructure are stable to be adhered to through dysmorphism attachment body adhering to vaulting pole, adhere to frame, base. Thereby ensuring the smooth construction of the upper non-standard layer structure.
Preferably, the step S2, after fixing the base 5 to the building wall at each floor and connecting the base 5 to the attachment frame 4 at each floor through the second attachment rod 72 and the third attachment rod 73, further includes installing an auxiliary support frame, wherein the installing the auxiliary support frame includes:
step S3, connecting one end of the horizontal stay bar 1 with the building upright post 6 of each floor;
step S4, connecting one end of the vertical diagonal brace 2 to a building wall at each floor, and connecting the other end of the vertical diagonal brace 2 to the other end of the horizontal brace 1;
step S5 of connecting one end of the horizontal diagonal brace 3 to a building wall at each floor, and connecting the other end of the horizontal diagonal brace 3 to the other end of the horizontal brace 1;
step S6, one end of the first attaching rod 71 is connected to the other end of the horizontal stay 1, and the other end of the first attaching rod 71 is connected to the attaching frame 4 of each layer.
In order to overcome the problem that the upper attachment cannot be directly arranged on the building due to partial shrinkage of the main structure of the building, an attachment auxiliary support frame is required. The purpose of attaching the tower crane to the wall is achieved by adopting the auxiliary supporting frame for installation, and smooth proceeding of engineering is guaranteed.
Preferably, step S2, the method for fixing the base 5 to the building wall at each floor includes:
and the base 5 of each layer is connected with the embedded plate of each layer by the embedded plate arranged in the building wall body of each layer.
Preferably, the pre-buried plate provided in the building wall at each floor includes:
Q235B material, 20mm thickness, length multiplied by width not less than 600 multiplied by 400mm is adopted as the pre-buried plate.
Preferably, the mounting of the auxiliary support frame comprises:
the horizontal stay bar 1, the vertical diagonal stay bar 2 and the horizontal diagonal stay bar 3 are made of channel steel and Q235B.
The embodiments in the present description are described in a progressive manner, each embodiment focuses on differences from other embodiments, and the same and similar parts among the embodiments are referred to each other.
It will be apparent to those skilled in the art that various changes and modifications may be made in the invention without departing from the spirit and scope of the invention. Thus, if such modifications and variations of the present invention fall within the scope of the claims of the present invention and their equivalents, the present invention is also intended to include such modifications and variations.
Claims (10)
1. The utility model provides a nonstandard layer tower crane dysmorphism adheres to system which characterized in that, including setting up the dysmorphism adhesion apparatus on the nonstandard layer tower crane of each layer, wherein, every dysmorphism adhesion apparatus includes:
the attachment frame is sleeved on each layer of tower body of the non-standard layer tower crane and is fixed with each layer of tower body;
and the base is fixed on the building wall body of each layer and is connected with the attachment frame of each layer through a second attachment rod and a third attachment rod respectively.
2. The non-standard layer tower crane special-shaped adhesion system of claim 1, wherein each special-shaped adhesion device further comprises an auxiliary support frame, the auxiliary support frame comprising:
one end of each horizontal support rod is connected with the building upright columns of each floor;
one end of each vertical diagonal brace is connected with the building wall of each layer, and the other end of each vertical diagonal brace is connected with the other end of each horizontal brace;
one end of each horizontal diagonal brace is connected with the building wall body of each floor, and the other end of each horizontal diagonal brace is connected with the other end of each horizontal diagonal brace;
one end of the first attaching rod is connected with the other end of the horizontal support rod, and the other end of the first attaching rod is connected with the attaching frames of all layers.
3. The nonstandard layer tower crane profile attachment system of claim 2, wherein the horizontal brace rod, the vertical brace rod and the horizontal brace rod are respectively channel steel and made of Q235B.
4. The nonstandard layer tower crane special-shaped adhesion system of claim 1, further comprising pre-embedded plates arranged in the building wall bodies of each layer, wherein the base of each layer is connected with the pre-embedded plates of each layer.
5. The nonstandard layer tower crane dysmorphism adheres to system of claim 4, characterized by, the pre-buried board is Q235B material, and thickness is 20mm, length x width is no less than 600 x 400 mm.
6. The utility model provides a method for installing nonstandard layer tower crane dysmorphism adhesion system which characterized in that, includes installs special-shaped adhesion device on the nonstandard layer tower crane of each layer, and wherein, installs special-shaped adhesion device on the nonstandard layer tower crane of each layer, includes:
sleeving the attachment frames on each layer of tower body of the non-standard layer tower crane, and fixing the attachment frames on each layer with each layer of tower body;
and fixing a base on the building wall body of each layer, and respectively connecting the base with the attachment frame of each layer through a second attachment rod and a third attachment rod.
7. The method for installing the nonstandard layer tower crane special-shaped adhesion system according to claim 6, wherein after the base is connected with the adhesion frames of the layers through the second adhesion rod and the third adhesion rod, an auxiliary support frame is installed, wherein the auxiliary support frame is installed by:
connecting one end of a horizontal brace rod with the building upright columns at each layer;
connecting one end of the vertical diagonal brace with the building walls of each layer, and connecting the other end of the vertical diagonal brace with the other end of the horizontal brace;
connecting one end of the horizontal diagonal brace with the building walls of each layer, and connecting the other end of the horizontal diagonal brace with the other end of the horizontal diagonal brace;
and connecting one end of a first attaching rod with the other end of the horizontal support rod, and connecting the other end of the first attaching rod with the attaching frames of each layer.
8. The method for installing the nonstandard layer tower crane special-shaped adhesion system according to claim 7, wherein the step of installing the auxiliary support frame comprises the following steps:
the horizontal stay bar, the vertical diagonal stay bar and the horizontal diagonal stay bar are made of channel steel and Q235B.
9. The method for installing the nonstandard tower crane irregular-shaped attachment system as claimed in claim 6, wherein the step of fixing a base on the building wall at each floor comprises the following steps:
and the base of each layer is connected with the embedded plate of each layer by the embedded plate arranged in the building wall body of each layer.
10. The method for installing the nonstandard tower crane special-shaped adhesion system according to claim 9, wherein the embedded plate arranged in the building wall body of each floor comprises:
Q235B material, 20mm thickness, length multiplied by width not less than 600 multiplied by 400mm is adopted as the pre-buried plate.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202010310523.1A CN111517228A (en) | 2020-04-20 | 2020-04-20 | Nonstandard layer tower crane special-shaped attachment system and installation method |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202010310523.1A CN111517228A (en) | 2020-04-20 | 2020-04-20 | Nonstandard layer tower crane special-shaped attachment system and installation method |
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| Publication Number | Publication Date |
|---|---|
| CN111517228A true CN111517228A (en) | 2020-08-11 |
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| Application Number | Title | Priority Date | Filing Date |
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| CN202010310523.1A Pending CN111517228A (en) | 2020-04-20 | 2020-04-20 | Nonstandard layer tower crane special-shaped attachment system and installation method |
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| CN (1) | CN111517228A (en) |
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2020
- 2020-04-20 CN CN202010310523.1A patent/CN111517228A/en active Pending
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