CN212292575U - Nonstandard layer tower crane dysmorphism adheres to system - Google Patents
Nonstandard layer tower crane dysmorphism adheres to system Download PDFInfo
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- CN212292575U CN212292575U CN202020589198.2U CN202020589198U CN212292575U CN 212292575 U CN212292575 U CN 212292575U CN 202020589198 U CN202020589198 U CN 202020589198U CN 212292575 U CN212292575 U CN 212292575U
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Abstract
The utility model provides a nonstandard layer tower crane dysmorphism adheres to system, include: 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 utility model discloses can be used to the unconventional tower crane and attach the wall installation, total engineering time is long, the higher problem of 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 utility model relates to a nonstandard layer tower crane dysmorphism adhesion system.
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.
SUMMERY OF THE UTILITY MODEL
An object of the utility model is to provide a nonstandard layer tower crane dysmorphism adheres to system.
In order to solve the above problem, the utility model provides a nonstandard layer tower crane dysmorphism adhesion system, including setting up the dysmorphism adhesion apparatus on the nonstandard layer tower crane of each layer, wherein, every dysmorphism adhesion apparatus, include:
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.
Compared with the prior art, the utility model discloses a: 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 utility model discloses can be used to the unconventional tower crane and attach the wall installation, total engineering time is long, the higher problem of 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 present invention;
fig. 2 is a side view of a non-standard layer tower crane profile attachment system according to an embodiment of the present invention;
fig. 3 is an installation schematic diagram of a non-standard layer tower crane special-shaped attachment system according to an embodiment of the present 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 above objects, features and advantages of the present invention more comprehensible, the present invention is described in detail with reference to the accompanying drawings and the detailed description.
As shown in fig. 1-3, the utility model provides a nonstandard layer tower crane dysmorphism adhesion system, including setting up dysmorphism adhesion apparatus 100 on the nonstandard layer tower crane of each layer, wherein, every dysmorphism adhesion apparatus 100, include:
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.
Here, the utility model discloses can be used to the unconventional tower crane and attach the wall installation, total engineering time is long, the higher problem of 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. 1-3, the utility model discloses a method for installing nonstandard layer tower crane dysmorphism adhesion system, include and install special-shaped adhesion device 100 on the nonstandard layer tower crane of each layer, wherein, install special-shaped adhesion device 100 on the nonstandard layer tower crane of each layer, include:
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.
Here, the utility model discloses can be used to the unconventional tower crane and attach the wall installation, total engineering time is long, the higher problem of 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 to the present 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 and their equivalents, the present invention is also intended to include such modifications and variations.
Claims (5)
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.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202020589198.2U CN212292575U (en) | 2020-04-20 | 2020-04-20 | Nonstandard layer tower crane dysmorphism adheres to system |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202020589198.2U CN212292575U (en) | 2020-04-20 | 2020-04-20 | Nonstandard layer tower crane dysmorphism adheres to system |
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| Publication Number | Publication Date |
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| CN212292575U true CN212292575U (en) | 2021-01-05 |
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| CN202020589198.2U Active CN212292575U (en) | 2020-04-20 | 2020-04-20 | Nonstandard layer tower crane dysmorphism adheres to system |
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| CN (1) | CN212292575U (en) |
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