CN202023353U

CN202023353U - Integral lifting scaffold for building operations

Info

Publication number: CN202023353U
Application number: CN2011201108640U
Authority: CN
Inventors: 张强生; 李秀华; 谢德法; 徐国福; 丁显华
Original assignee: JIANGSU ZHONGYUAN CONSTRUCTION GROUP CO Ltd
Current assignee: JIANGSU ZHONGYUAN CONSTRUCTION GROUP CO Ltd
Priority date: 2011-04-15
Filing date: 2011-04-15
Publication date: 2011-11-02
Anticipated expiration: 2021-04-15

Abstract

The utility model provides an integral lifting scaffold for building operations. The bottom of the scaffold is provided with a base, wherein the inner side of the base is provided with a connecting plate; the connecting plate is connected with a concrete-placed wall body by using a wall penetrating bolt; a cross beam extending to the middle part of the scaffold is connected with the wall body; a lifting ring is mounted below the cross beam; an electric hoist is mounted on the lifting ring; the lifting ring below the electric hoist is connected onto the base of the scaffold; a vertical guide rail is mounted on the outer side of the wall body; an opening groove is arranged on the guide rail; a movable fastener is connected onto a vertical rod on the inner side of the scaffold; and a transverse connecting rod is mounted on the fastener. A connecting bolt of the scaffold and the wall body is loosened, the electric hoist is operated, and the ascending or the descending of the scaffold is achieved. The scaffold provided by the utility model has the advantages of little material consumption, little labor expense, short construction period and low fabricating cost.

Description

The building operations integral hoisting scaffold

Technical field

The utility model relates to construction implement, is specifically related to a kind of high-building construction integral hoisting scaffold.

Background technology

The scaffold that sets up for the construction of highrise building, traditional way is to set up scaffold from ground, how high high-rise building have, how high the scaffold that sets up also have, its weak point is: the consumptive material of scaffold is many, workman's work expenditure is big, and it is long in time limit to finish building operations, the overall cost height of high-rise building.

The utility model content

The purpose of this utility model is to provide the high-building construction integral hoisting scaffold in order to overcome above-mentioned weak point, and the consumptive material of scaffold is few, and workman's work expenditure is little, and it is short relatively to finish the building operations duration, and the overall cost of high-rise building is low relatively.

The technical scheme that its technical problem that solves the utility model adopts is: a kind of building operations integral hoisting scaffold is by steel pipe, the double steel pipe scaffold of the 4-8 joint operating platform that fastener is formed, base is arranged at the bottom at scaffold, there is the bar of elongation the inboard of base, rod end is connected with junction plate, with through-wall bolt with junction plate and the placing of concrete body of wall couple together, bear the bearing capacity of whole scaffold in order to strengthen base, Connection Block is equipped with in the outside at the base lower edge, Connection Block and base lower edge are affixed with bolt, Connection Block also is equipped with in body of wall outside below base, Connection Block and body of wall are affixed with bolt, between two Connection Blocks, diagonal brace is housed, the lifting of scaffold realizes by hoisting mechanism, link to each other with body of wall and to be connected to a crossbeam, stretch middle part at scaffold, suspension ring are housed below crossbeam, electric block is installed on the suspension ring, the suspension ring of electric block below are connected on the scaffold base, in wall outer side vertical guide rail is housed, has open slot on the guide rail, on the medial shaft straight-bar of scaffold, be connected with movable fastener, horizontal connecting rod is housed on the fastener, movable fastener is affixed with bolt, the other end of connecting rod has fork, bearing pin is equipped with roller in the fork, roller is against the open slot inner edge of guide rail, along the guide rail scroll-up/down, at the omoplate position of fork spin is housed in open slot, peristome at open slot is screwed clamp, and the inner edge and the spin of clamp contact; At the new placing of concrete body of wall mounting guide rail for the treatment of, when the needs hoisting scaffold, unclamp the connecting bolt of scaffold and body of wall, the operation electric block is realized the rising or the decline of scaffold.

Effective effect of the present utility model is, a kind of building operations integral hoisting scaffold, and the consumptive material of scaffold is few, and workman's work expenditure is little, and it is short relatively to finish the building operations duration, and the overall cost of high-rise building is low relatively.

Description of drawings

Fig. 1 is the structural representation of high-building construction integral hoisting scaffold of the present utility model.

Among the figure 1, placing of concrete body of wall, 2, through-wall bolt, 3, junction plate, 4, movable fastener, 5, connecting rod, 6, guide rail, 7, treat the placing of concrete body of wall, 8, scaffold, 9, crossbeam, 10, suspension ring, 11, electric block, 12, base, 13, diagonal brace, 14, bolt, 15, Connection Block.

Fig. 2 is the A-A cutaway view Amplified image among Fig. 1.

Among the figure 1, placing of concrete body of wall, 4, movable fastener, 5, connecting rod, 6, guide rail, 16, roller, 17, bearing pin, 18, fork, 19, screw, 20, clamp, 21, bolt, 22, vertical bar, 23, spin.

The specific embodiment

The utility model building operations integral hoisting scaffold, the specific embodiment is:

Scaffold (8) is by steel pipe, the double steel pipe scaffold of the 4-8 joint operating platform that fastener is formed, in the bottom of scaffold (8) base (12) is arranged, there is the bar of elongation the inboard of base (12), rod end is connected with junction plate (3), with through-wall bolt (2) with junction plate (3) and placing of concrete body of wall (1) couple together, bear the bearing capacity of whole scaffold (8) in order to strengthen base (12), Connection Block (15) is equipped with in the outside at base (12) lower edge, Connection Block (15) is affixed with bolt (14) with base (12) lower edge, Connection Block (15) also is equipped with in body of wall outside in base (12) below, Connection Block (15) is affixed with bolt (14) with body of wall (1), diagonal brace (13) is housed between two Connection Blocks (15), the lifting of scaffold (8) realizes by hoisting mechanism, link to each other with body of wall and to be connected to a crossbeam (9), stretch middle part at scaffold, in the below of crossbeam (9) suspension ring (10) are housed, electric block (11) is installed on the suspension ring (10), the suspension ring of electric block (11) below then are connected on the scaffold base (12), in wall outer side vertical guide rail (6) is housed, guide rail has open slot on (6), on the medial shaft straight-bar (22) of scaffold, be connected with movable fastener (4), horizontal connecting rod (5) is housed on the fastener, movable fastener (4) is affixed with bolt (21), the other end of connecting rod (5) has fork (18), with bearing pin (17) roller (16) is housed in the fork (18), roller (16) is against the open slot inner edge of guide rail (6), in open slot along guide rail (6) scroll-up/down, spin (23) is equipped with at omoplate position at fork (18), at peristome screw (19) fixing chuck plate (20) of open slot, the inner edge of clamp (22) and spin (23) contact; At new placing of concrete body of wall (7) upper mounting rail (6) for the treatment of, when the needs hoisting scaffold, unclamp the connecting bolt of scaffold and body of wall, operation electric block (11) is realized the rising or the decline of scaffold (8).

Claims

1. a building operations integral hoisting scaffold is by steel pipe, the double steel pipe scaffold of the 4-8 joint operating platform that fastener is formed, base is arranged at the bottom at scaffold, there is the bar of elongation the inboard of base, rod end is connected with junction plate, with through-wall bolt with junction plate and the placing of concrete body of wall couple together, Connection Block is equipped with in the outside at the base lower edge, Connection Block and base lower edge are affixed with bolt, Connection Block also is equipped with in body of wall outside below base, Connection Block and body of wall are affixed with bolt, between two Connection Blocks, diagonal brace is housed, link to each other with body of wall and to be connected to a crossbeam, stretch middle part at scaffold, suspension ring are housed below crossbeam, electric block is installed on the suspension ring, the suspension ring of electric block below are connected on the scaffold base, in wall outer side vertical guide rail is housed, has open slot on the guide rail, on the medial shaft straight-bar of scaffold, be connected with movable fastener, horizontal connecting rod is housed on the fastener, movable fastener is affixed with bolt, the other end of connecting rod has fork, bearing pin is equipped with roller in the fork, roller is against the open slot inner edge of guide rail, along the guide rail scroll-up/down, at the omoplate position of fork spin is housed in open slot, peristome at open slot is screwed clamp, and the inner edge and the spin of clamp contact.