Mounting operation frame for viscous damping wall
By designing an installation and operation frame that includes outriggers, columns, rollers, beams, and baffles, the problem of low construction efficiency of viscous damping walls is solved, achieving efficient and convenient installation and finished product protection, and is suitable for environments without hoisting machinery.
Patent Information
- Application Number
- CN202423125663.4
- Authority / Receiving Office
- CN · China
- Patent Type
- Utility models(China)
- Current Assignee / Owner
- Filing Date
- 2024-12-18
- Publication Date
- 2025-12-16
- Estimated Expiration
- 2034-12-18
AI Technical Summary
In existing technologies, the construction of viscous damping walls cannot be completed efficiently, conveniently, or accurately, especially when hoisting machinery cannot be used. Furthermore, traditional methods can easily damage the paint on finished products, resulting in low construction efficiency.
Design an installation and operation frame including legs, columns, rollers, beams and baffles, using hot-rolled steel and channel steel materials, equipped with high-strength nylon wheels to form a stable and movable platform for the installation, positioning and protection of viscous damping walls.
It enables efficient and convenient installation of viscous damping walls, protects finished components from damage, improves construction efficiency, is suitable for environments without hoisting machinery, and has low cost and wide applicability.
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Figure CN223675856U_ABST
Abstract
Description
TECHNICAL FIELD
[0001] The utility model relates to the field of steel structure, specifically speaking a kind of installation operation frame for viscous damping wall. BACKGROUND
[0002] High-rise hospital building is extremely high to the seismic performance requirement of building structure, and viscous damping wall is more common in seismic, and viscous damping wall construction is constructed after the completion of main structure construction, hoisting machinery cannot be constructed in construction process, and viscous damping wall is installed by cable-stayed, and then positioning correction is completed to install work. This method needs to weld hand-operated hoist fixing point every installation, and the paint of finished product is easily damaged in cable-stayed process, and construction efficiency is relatively lower. SUMMARY
[0003] The utility model aims at overcoming the defects of prior art, provide a kind of installation operation frame for viscous damping wall, solve the problem of how to efficiently, conveniently and accurately complete viscous damping wall construction under the condition that hoisting machinery cannot be used.
[0004] To solve the above technical problem, the utility model is realized as follows:
[0005] A kind of installation operation frame for viscous damping wall, it is characterized by: it includes support leg, stand, gyro wheel, crossbeam and baffle;Stand is symmetrically arranged and installed on support leg, and forms bottom support structure;The crossbeam is horizontally arranged between stand, and the baffle is installed on the upper portion of crossbeam, for clamping viscous damping wall;The gyro wheel is installed in the lower portion of support leg.
[0006] The installation operation frame for viscous damping wall, it is characterized by: further include diagonal bracing, it is located in the two sides of stand.
[0007] The installation operation frame for viscous damping wall, it is characterized by: support leg, stand and crossbeam adopt hot-rolled section steel.
[0008] The installation operation frame for viscous damping wall, it is characterized by: the baffle is made of channel steel.
[0009] The installation operation frame for viscous damping wall, it is characterized by: the gyro wheel adopts high-strength high-wear-resistance nylon wheel.
[0010] The installation operation frame for viscous damping wall, it is characterized by: the height of the operation frame is 2.2-2.8m, convenient for operator to operate, and adapt to the height limit in floor.
[0011] The utility model discloses a beneficial effect is: through above-mentioned technical scheme can see, the application provides a kind of mounting operation frame for viscous damping wall, make the construction of viscous damping wall become more efficient and convenient.
[0012] Secondly, the operation frame is particularly suitable for construction environment that cannot use hoisting machinery in floor. The roller design below it makes the operation frame can be freely pushed in floor, solves the problem that hoisting machinery cannot enter floor construction, makes construction more flexible and simple.
[0013] In addition, the operation frame is simple to make, material is easy to get, and cost is relatively lower. Leg, column, beam are made of hot-rolled section steel, baffle is made of channel steel, and roller is made of high wear-resistant high-strength nylon wheel. These materials have good mechanical properties and durability, can ensure the stability and service life of operation frame. At the same time, the repeatability of operation frame also reduces construction cost.
[0014] Further, the operation frame has good finished product protection effect on viscous damping wall. Through the combination of beam and baffle, the horizontal movement or damage of viscous damping wall during installation can be effectively prevented, and the paint and appearance quality of finished product are protected.
[0015] Finally, the construction principle of the operation frame is simple and reliable, and the application range is wide. It can not only be used for the installation of viscous damping wall, but also can be flexibly adjusted in size and purpose according to actual demand, to meet the demand of different construction scenes. BRIEF DESCRIPTION OF DRAWINGS
[0016] The utility model will be further described in detail in combination with drawings and embodiments:
[0017] Figure 1 It is the structural schematic diagram of the application.
[0018] Figure 2 It is the damping wall installation schematic diagram.
[0019] Figure 3 It is Figure 1 Front view schematic diagram.
[0020] Figure 4 It is Figure 1 Side view schematic diagram. DETAILED DESCRIPTION
[0021] The technical solutions of the embodiments of the present application will be clearly and completely described below with reference to the drawings. Obviously, the described embodiments are only part of the embodiments of the present application, rather than all the embodiments of the present application. Based on the embodiments in the present application, all other embodiments obtained by those skilled in the art without creative work fall within the scope of the present application.
[0022] As shown in Figure 1 , 3 , 4: an installation operation frame for a viscous damping wall, comprising a support leg 1, a column 2, a roller 3, a crossbeam 4 and a baffle 5; the column is symmetrically arranged on both sides of the support leg and is installed on the support leg, forming a bottom support structure; the crossbeam is horizontally arranged between the columns, and the baffle is installed on the upper part of the crossbeam and is used for clamping the viscous damping wall 6; the roller is installed on the lower part of the support leg.
[0023] The support leg 1 is fixedly connected with the column 2, forming a support structure of the operation frame;
[0024] The roller 3 is installed below the support leg 1, so that the entire operation frame can be freely pushed in the floor;
[0025] The crossbeam 4 is horizontally arranged above the column 2 and is used for bearing the viscous damping wall;
[0026] The baffle 5 is installed on the crossbeam 4 and is used for clamping the viscous damping wall to prevent horizontal movement thereof.
[0027] Further comprising a diagonal bracing rod arranged on both sides of the column.
[0028] The support leg, the column and the crossbeam adopt hot-rolled section steel.
[0029] The baffle is made of channel steel.
[0030] The roller adopts a high-strength and high-wear-resistance nylon wheel.
[0031] The height of the operation frame is about 2.5 m, four rollers are installed below the operation frame, the operation frame can be freely pushed in the floor, the baffle is installed on the upper crossbeam, the lug plate 7 of the viscous damping wall is stably clamped on the crossbeam of the operation frame, and the baffle is used for clamping to prevent horizontal movement.
[0032] Further, a connecting secondary beam for the viscous damping wall is arranged, wherein the lower secondary beam 9 is integrally welded with the floor steel beam and is synchronously constructed with the main body structure, and the floor can be poured in this area without reserving a rear loading hole. The upper secondary beam 8 is installed before the viscous damping wall is installed, the size interval of the viscous damping wall is reserved, and the reserved height is not less than the height of the viscous damping wall, as Figure 2 illustrated.
[0033] When the viscous damping wall is installed, it is first placed on the operating frame, the operating frame is pushed to the installation position through the clamping plate welded on the secondary beam, then the bolts on both sides of the viscous damping wall are loosened, the embedded steel plate is adjusted to be closely attached to the upper secondary beam by using the jack, and the installation positioning is completed.
[0034] After the installation of the viscous damping wall is completed, the operating frame can be pushed out, the subsequent welding process is entered, the auxiliary hoisting part is cut off, and the surface is cleaned and painted for corrosion protection.
[0035] The above is only an embodiment provided by the present application and is not intended to limit the present application. Although the present application is described in detail with reference to the embodiment, those skilled in the art can still modify the technical solutions recorded in the foregoing embodiment or replace some technical features with equivalent ones, but any modification, equivalent replacement, improvement, etc. made within the spirit and principle of the present application shall be included in the protection scope of the present application.
Claims
1. A mounting operation frame for a viscous damping wall, characterized by: It includes a supporting leg, a column, a roller, a crossbeam and a baffle; the columns are symmetrically arranged on both sides of the supporting leg and are installed on the supporting leg to form a bottom support structure; the crossbeam is horizontally arranged between the columns; the baffle is installed on the upper part of the crossbeam and is used for clamping a viscous damping wall; and the roller is installed on the lower part of the supporting leg.
2. The mounting operation frame for a viscous damping wall according to claim 1, wherein: It also includes a diagonal bracing rod arranged on both sides of the column.
3. The mounting operation frame for a viscous damping wall according to claim 1, wherein: The supporting leg, the column and the crossbeam are made of hot-rolled section steel.
4. The mounting operation frame for a viscous damping wall according to claim 1, wherein: The baffle is made of channel steel.
5. The mounting operation frame for a viscous damping wall according to claim 1, wherein: The roller is made of high-strength and high-wear-resistance nylon wheel.
6. The mounting jig for a viscous damping wall according to any one of claims 1 to 5, wherein: The height of the operation frame is 2.2-2.8 m, which is convenient for operators to operate and is suitable for the height limit in the floor.