阅读说明：本技术 一种框架结构建筑物同步顶升的方法 (Method for synchronously jacking frame structure building ) 是由 王继国 夏风敏 李树明 陈海波 刘灿 杜羡羡 于 2019-09-28 设计创作，主要内容包括：本发明公开了一种框架结构建筑物同步顶升的方法,包括以下步骤：千斤顶准备第一个行程：千斤顶底座放置于支撑平台上部承台上,千斤顶液压杆上端面与框架结构下部受力面紧密接触；第一个行程结束,放入第一凸台垫块：千斤顶液压杆在液压控制下向上顶升框架结构,框架结构下部凸台与支撑平台上部凸台之间出现间隙,将第一凸台垫块置于下部凸台与支撑平台上部凸台之间；千斤顶准备第二个行程：千斤顶液压杆收回,千斤顶液压杆上端面与框架结构下部受力面之间放置第一千斤顶垫块。(The invention discloses a method for synchronously jacking a frame structure building, which comprises the following steps: jack preparation for first stroke: the jack base is placed on a bearing platform at the upper part of the supporting platform, and the upper end surface of a hydraulic rod of the jack is in close contact with a stress surface at the lower part of the frame structure; and (3) after the first stroke is finished, putting a first boss cushion block: a jack hydraulic rod jacks up the frame structure under hydraulic control, a gap is formed between a lower boss of the frame structure and an upper boss of the supporting platform, and a first boss cushion block is arranged between the lower boss and the upper boss of the supporting platform; jack preparation for second stroke: the jack hydraulic rod retracts, and a first jack cushion block is arranged between the upper end face of the jack hydraulic rod and the stress surface of the lower portion of the frame structure.)

1. A method for synchronously jacking a frame structure building comprises the following steps:

(1) jack preparation for first stroke:

the jack base (3) is placed on a bearing platform (202) at the upper part of the supporting platform (2), and the upper end surface of a jack hydraulic rod (4) is tightly contacted with a stress surface (102) at the lower part of the frame structure (1);

(2) and (3) after the first stroke is finished, putting in a first boss cushion block (501):

a jack hydraulic rod (4) jacks up a frame structure (1) under hydraulic control, a gap is formed between a lower boss (101) of the frame structure (1) and an upper boss (201) of a supporting platform (2), and a first boss cushion block (501) is arranged between the lower boss (101) and the upper boss (201) of the supporting platform (2);

(3) jack preparation for second stroke:

the jack hydraulic rod (4) is retracted, and a first jack cushion block (601) is arranged between the upper end face of the jack hydraulic rod (4) and the lower stress surface (102) of the frame structure (1);

(4) and (3) after the second stroke, putting a second boss cushion block (502):

a jack hydraulic rod (4) jacks up a frame structure (1) under hydraulic control, a gap is formed between a boss (101) at the lower part of the frame structure (1) and a first boss cushion block (501), and a second boss cushion block (502) is arranged between the boss (101) at the lower part of the frame structure (1) and the first boss cushion block (501);

(5) jack preparation for third stroke:

the jack hydraulic rod (4) retracts, and a second jack cushion block (602) is arranged between the lower end face of the first jack cushion block (601) and the upper end face of the jack hydraulic rod (4);

(6) and (5) after the third stroke is finished, putting a third boss cushion block (503):

a jack hydraulic rod (4) jacks up the frame structure (1) under hydraulic control, a gap is formed between a boss (101) at the lower part of the frame structure (1) and a second boss cushion block (502), and a third boss cushion block (503) is arranged between the boss (101) at the lower part of the frame structure (1) and the second boss cushion block (502);

repeating the above operations to reach the required jacking height.

2. A method of synchronized jacking of a frame structure building according to claim 1, wherein: the lower stress surface (102) of the frame structure (1) is provided with a sliding groove (103).

3. A method of synchronized jacking of a frame structure building according to claim 1, wherein: the jack cushion block is characterized in that first connecting plates (7) are fixedly arranged at two ends of each jack cushion block respectively, and the first connecting plates (7) between the adjacent jack cushion blocks are fixedly connected through bolts.

4. A method of synchronized jacking of a frame structure building according to claim 1, wherein: the first connecting plate (7) at the upper part of the first jack cushion block (601) is in sliding connection with the sliding groove (103).

5. A method of synchronized jacking of a frame structure building according to claim 1, wherein: and second connecting plates (8) are fixedly arranged at two ends of the boss cushion blocks, and the second connecting plates (8) between the adjacent jack cushion blocks are fixedly connected through bolts.

6. A method of synchronized jacking of a frame structure building according to claim 1, wherein: and the hydraulic control system of the jack hydraulic rod (4) is controlled in a centralized manner by a computer, so that the strokes of the jack hydraulic rod (4) are consistent.

7. A method of synchronized jacking of a frame structure building according to claim 1, wherein: the jack is symmetrically arranged on two sides of a boss (201) on the upper part of the supporting platform (2).

Technical Field

The invention relates to the field of buildings, in particular to a method for synchronously jacking a frame structure building.

Background

The frame structure building needs lifting for some reasons, because the effective stroke of jack all is less than the distance that needs the lifting, needs to divide many strokes jacking to the building, and after every stroke was accomplished, the jack all falls back, need to use other jack to jack when falling back, needs double number jack like this.

Disclosure of Invention

In order to solve the technical problems, the technical scheme provided by the invention is as follows: the method comprises the following steps:

(1) jack preparation for first stroke:

the jack base is placed on a bearing platform at the upper part of the supporting platform, and the upper end surface of a hydraulic rod of the jack is in close contact with a stress surface at the lower part of the frame structure;

(2) and (3) after the first stroke is finished, putting a first boss cushion block:

a jack hydraulic rod jacks up the frame structure under hydraulic control, a gap is formed between a lower boss of the frame structure and an upper boss of the supporting platform, and a first boss cushion block is arranged between the lower boss and the upper boss of the supporting platform;

(3) jack preparation for second stroke:

the jack hydraulic rod retracts, and a first jack cushion block is arranged between the upper end face of the jack hydraulic rod and the stress surface of the lower part of the frame structure;

(4) and after the second stroke is finished, putting a second boss cushion block:

a jack hydraulic rod jacks up the frame structure under hydraulic control, a gap is formed between a boss at the lower part of the frame structure and a first boss cushion block, and a second boss cushion block is arranged between the boss at the lower part of the frame structure and the first boss cushion block;

(5) jack preparation for third stroke:

the jack hydraulic rod retracts, and a second jack cushion block is arranged between the lower end face of the first jack cushion block and the upper end face of the jack hydraulic rod;

(6) and after the third stroke is finished, putting a third boss cushion block:

a jack hydraulic rod jacks up the frame structure under hydraulic control, a gap is formed between a boss at the lower part of the frame structure and a second boss cushion block, and a third boss cushion block is arranged between the boss at the lower part of the frame structure and the second boss cushion block;

repeating the above operations to reach the required jacking height.

Furthermore, a sliding groove is formed in the stress surface of the lower portion of the frame structure.

Furthermore, the two ends of the jack cushion blocks are respectively and fixedly provided with a first connecting plate, and the first connecting plates between the adjacent jack cushion blocks are fixedly connected through bolts.

Furthermore, the first connecting plate on the upper part of the first jack cushion block is connected with the sliding groove in a sliding manner.

Furthermore, second connecting plates are fixedly arranged at two ends of the boss cushion blocks, and the second connecting plates between the adjacent jack cushion blocks are fixedly connected through bolts.

Furthermore, the hydraulic control system of the hydraulic rod of the jack is controlled in a centralized manner through a computer, so that the strokes of the hydraulic rods of the jack are consistent.

Furthermore, the jacks are symmetrically arranged on two sides of a boss on the upper portion of the supporting platform.

Compared with the prior art, the invention has the beneficial effects that:

when the jack falls back, the cushion block is additionally arranged in the middle of the original structure, manpower and material resources are saved, and when the jack falls back, all structure points are easy to keep consistent.

Drawings

FIG. 1 is a schematic view of the jack preparing for a first stroke;

FIG. 2 is a schematic view of the first boss block 501 being placed after the first stroke is completed;

FIG. 3 is a schematic view of the jack preparing for a second stroke;

FIG. 4 is a schematic view of the second boss block 502 being placed after the second stroke is completed;

FIG. 5 is a schematic view of the jack preparing for a third stroke;

FIG. 6 is a schematic view of the third boss block 503 being inserted after the third stroke is completed.

As shown in fig. 1-6: 1. frame construction, 101, lower part boss, 102, lower part stress surface, 103, spout, 2, supporting platform, 201, upper portion boss, 202, upper portion cushion cap, 3, jack base, 4, jack hydraulic stem, 501, first boss cushion, 502, second boss cushion, 503, third boss cushion, 601, first jack cushion, 602, second jack cushion, 7, first connecting plate, 8, second connecting plate.

Detailed Description

With reference to fig. 1-6, a method for synchronously jacking a frame structure building comprises the following steps:

(1) jack preparation for first stroke:

the jack base 3 is placed on the bearing platform 202 on the upper part of the supporting platform 2, and the upper end surface of the jack hydraulic rod 4 is tightly contacted with the lower stress surface 102 of the frame structure 1;

(2) at the end of the first stroke, the first boss pad 501 is placed:

a jack hydraulic rod 4 jacks the frame structure 1 upwards under hydraulic control, a gap is formed between a boss 101 at the lower part of the frame structure 1 and a boss 201 at the upper part of the supporting platform 2, and a first boss cushion block 501 is arranged between the boss 101 at the lower part and the boss 201 at the upper part of the supporting platform 2;

(3) jack preparation for second stroke:

the jack hydraulic rod 4 retracts, and a first jack cushion block 601 is arranged between the upper end face of the jack hydraulic rod 4 and the lower stress surface 102 of the frame structure 1;

(4) at the end of the second stroke, the second boss block 502 is placed:

a jack hydraulic rod 4 jacks the frame structure 1 upwards under hydraulic control, a gap is formed between a boss 101 at the lower part of the frame structure 1 and a first boss cushion block 501, and a second boss cushion block 502 is arranged between the boss 101 at the lower part of the frame structure 1 and the first boss cushion block 501;

(5) jack preparation for third stroke:

the jack hydraulic rod 4 retracts, and a second jack cushion block 602 is arranged between the lower end face of the first jack cushion block 601 and the upper end face of the jack hydraulic rod 4;

(6) and the third stroke is finished, and the third boss cushion block 503 is put in:

a jack hydraulic rod 4 jacks the frame structure 1 upwards under hydraulic control, a gap is formed between a boss 101 at the lower part of the frame structure 1 and a second boss cushion block 502, and a third boss cushion block 503 is arranged between the boss 101 at the lower part of the frame structure 1 and the second boss cushion block 502;

repeating the above operations to reach the required jacking height.

As a preferred embodiment of the present embodiment, the lower force-bearing surface 102 of the frame structure 1 is provided with a sliding groove 103.

As a preferred embodiment of this embodiment, the two ends of the jack pad block are respectively and fixedly provided with the first connecting plate 7, and the first connecting plates 7 between the adjacent jack pad blocks are fixedly connected through bolts.

As a preferred embodiment of this embodiment, the upper first connecting plate 7 of the first jack block 601 is slidably connected to the sliding groove 103.

As a preferred embodiment of this embodiment, the two ends of the boss cushion block are fixedly provided with the second connecting plates 8, and the second connecting plates 8 between the adjacent jack cushion blocks are fixedly connected through bolts.

As a preferred embodiment of this embodiment, the hydraulic control system of the jack hydraulic rod 4 is centrally controlled by a computer, so as to ensure that the strokes of the jack hydraulic rods 4 are consistent.

As a preferred embodiment of the present embodiment, the jack is symmetrically disposed on two sides of the upper boss 201 of the supporting platform 2.

The present invention and its embodiments have been described above, and the description is not intended to be limiting, and the drawings are only one embodiment of the present invention, and the actual structure is not limited thereto. In summary, those skilled in the art should appreciate that they can readily use the disclosed conception and specific embodiments as a basis for designing or modifying other structures for carrying out the same purposes of the present invention without departing from the spirit and scope of the invention as defined by the appended claims.