CN214614545U

CN214614545U - Reinforced layer structure for high-rise building

Info

Publication number: CN214614545U
Application number: CN202023110541.XU
Authority: CN
Inventors: 张丹
Original assignee: Individual
Current assignee: Individual
Priority date: 2020-12-22
Filing date: 2020-12-22
Publication date: 2021-11-05
Anticipated expiration: 2030-12-22

Abstract

The utility model discloses an enhancement layer structure for among high-rise building, including wall body and a plurality of outrigger trusses of connecting respectively all around in the wall body outside, be provided with on the outrigger truss and be used for avoiding the single pole assembly error to appear and influence the combined positioning mechanism of normal construction progress, this enhancement layer structure that is arranged in high-rise building, in order to be different from prior art, make constructor when carrying out the installation of outer lane ring truss, avoided influencing normal construction progress because of single pole assembly error, through combined positioning mechanism, reduced the condition of reassembling because of single pole error in the installation, the waste of standard parts such as bolt has greatly been reduced, and simultaneously, also directly discover the error problem in the installation to a certain extent, construction progress has been accelerated.

Description

Reinforced layer structure for high-rise building

Technical Field

The utility model relates to an enhancement layer technical field specifically is an enhancement layer structure for among high-rise building.

Background

The high-rise building needs certain lateral rigidity for resisting the effect of horizontal load, and the horizontal rigidity layer is mainly arranged to strengthen the lateral rigidity of the high-rise building, the reinforced layer is the rigidity of the horizontal layer of the reinforced part, namely the section of the component and the quantity of steel bars are increased by a certain amount, the anti-seismic grade of the component is also improved, the weak part or the whole weak floor is treated as the same way, and therefore the measure for improving the integral rigidity of the structure is generally only applied to the super high-rise.

However, when the existing reinforcing layer structure is used, it is found that, in the installation process, the inner ring annular truss is installed by using a whole truss, the outer ring annular truss is mostly installed by using a single rod, meanwhile, the annular trusses are pre-assembled to ensure the installation accuracy, but when the outer ring annular truss is installed, the single rods need to be sequentially assembled together, if any rod piece has an error in the installation process, the overall installation accuracy is greatly influenced, and further the construction progress is influenced, meanwhile, the installed rod piece also needs to be reassembled after being disassembled, although the rod piece can be reused, the disassembled standard pieces such as bolts cannot be continuously used, and unnecessary waste is caused, and therefore, the reinforcing layer structure for the high-rise building is provided.

SUMMERY OF THE UTILITY MODEL

An object of the utility model is to provide a enhancement layer structure for among high-rise building to solve the problem that proposes among the above-mentioned background art.

In order to achieve the above object, the utility model provides a following technical scheme: the utility model provides an enhancement layer structure for among high-rise building, includes wall body and a plurality of outrigger trusses of connecting respectively all around in the wall body outside, be provided with on the outrigger truss and be used for avoiding the single pole assembly error to appear and influence the combination positioning mechanism of normal construction progress to be different from prior art, make constructor when carrying out outer lane annular truss installation, avoided influencing normal construction progress because of single pole assembly error, through combination positioning mechanism, reduced the condition of reassembling because of single pole error in the installation, greatly reduced the waste of standard parts such as bolt, and simultaneously, also directly discover the error problem in the installation to a certain extent, construction progress has been accelerated.

Preferably, the combined positioning mechanism comprises a plurality of giant steel columns which are respectively installed at the end parts of two adjacent outrigger trusses, two installation frames used for providing a positioning function are installed between every two giant steel columns, the installation frames are all matched with combined pieces used for facilitating installation and positioning, positioning pieces used for conveniently improving the positioning effect are arranged between every two giant steel columns, and through the combined positioning mechanism, it is guaranteed that construction personnel can avoid influencing the normal construction progress due to single-rod assembly errors when installing the outer ring annular truss.

Preferably, the sub-assembly includes and connects the web member through bolt thread installs first connection web member and third on the mounting bracket of top, two lie in the mounting bracket of bottom and install the second through bolt thread and connect web member and fourth connection web member, first connection web member, second are connected web member, third and are connected the use of mutually supporting between the web member and the fourth connection web member, and a plurality of through-holes that are used for easy to assemble have all been seted up to the tip, through the sub-assembly, then guaranteed to have reduced the condition of reassembling because of the single pole error in the installation, greatly reduced the waste of standard components such as bolt.

Preferably, the setting element includes that two are installed the locating lever at two adjacent huge steel column middle parts respectively, the locating lever tip all is fixed with the auxiliary rod, arbitrary one auxiliary rod top and bottom are installed respectively on first connecting web member and third connecting web member, and another top and bottom are installed respectively on second connecting web member and fourth connecting web member, two the auxiliary rod back of the body side is connected with two locating plates of installing respectively on two auxiliary rods through the bolt, a plurality of structures the same with the through-hole have all been seted up at the locating plate center, equal activity runs through there is positioning screw in the through-hole, locking nut is installed to the equal screw thread of positioning screw tip, through the setting element, then guarantees to a certain extent directly to discover the error problem in the installation for the construction progress.

Preferably, the inner ring annular trusses matched with each other are arranged between every two giant steel columns, the periphery of each inner ring annular truss is connected with a plurality of reinforcing ribs of which the end parts are fixed on the mounting frame, and the stability of the structure is guaranteed to be improved and the use safety is improved through the reinforcing ribs.

Compared with the prior art, the beneficial effects of the utility model are that:

the utility model discloses be different from prior art for constructor has avoided influencing normal construction progress because of single pole assembly error when carrying out the installation of outer lane annular truss, through the built-up positioning mechanism, has reduced the condition because of single pole error reassembling in the installation, has greatly reduced the waste of standard parts such as bolt, simultaneously, also directly discovers the error problem in the installation to a certain extent, has accelerated the construction progress.

Drawings

FIG. 1 is a schematic view of the overall structure of the present invention;

FIG. 2 is a schematic view of the structure of FIG. 1 in another orientation according to the present invention;

FIG. 3 is a schematic view of a portion of the structure of FIG. 2 according to the present invention;

FIG. 4 is a schematic diagram of a portion of the structure of FIG. 3 according to the present invention;

FIG. 5 is a schematic diagram of a part of the assembly of the present invention;

fig. 6 is the enlarged structure diagram of the area a of the present invention.

In the figure: 1-a wall body; 2-outrigger trusses; 3-a combined positioning mechanism; 4-giant steel column; 5-mounting a frame; 6-assembly; 7-a positioning member; 8-a first connecting web member; 9-a third connecting web member; 10-a second connecting web member; 11-a fourth connecting web; 12-a through hole; 13-positioning rods; 14-an auxiliary rod; 15-positioning a plate; 16-a positioning screw; 17-a lock nut; 18-inner ring annular truss; 19-reinforcing ribs.

Detailed Description

The technical solutions in the embodiments of the present invention will be described clearly and completely with reference to the accompanying drawings in the embodiments of the present invention, and it is obvious that the described embodiments are only some embodiments of the present invention, not all embodiments. Based on the embodiments in the present invention, all other embodiments obtained by a person skilled in the art without creative work belong to the protection scope of the present invention.

Referring to fig. 1-6, the present invention provides a technical solution: a reinforced layer structure for high-rise buildings comprises a wall body 1 and a plurality of outrigger trusses 2 which are respectively connected to the periphery of the outer side of the wall body 1, wherein the wall body 1 and the outrigger trusses 2 are common in the prior art and are not described in detail herein;

the boom truss 2 is provided with a combined positioning mechanism 3 for preventing the normal construction progress from being influenced by the assembly error of a single rod, when in use, a constructor installs the boom truss 2 at the outer side of the periphery of the wall body 1, installs the huge steel columns 4 at the end parts, installs the mounting frames 5 positioned at the top parts between every two huge steel columns 4, then installs the first connecting web member 8 and the second connecting web member 10 through bolts, then installs the positioning rod 13 and the auxiliary rod 14 in the middle part of the huge steel columns 4, installs the top parts of the auxiliary rods 14 on the first connecting web member 8 and the second connecting web member 10, installs the positioning plates 15 at both sides, then matches the third connecting web member 9 and the fourth connecting web member 11 with the first connecting web member 8 and the second connecting web member 10, inserts the positioning screw rod 16 and screws the locking nut 17, installs the bottom mounting frame 5 for fixing, and finally, reinforcing ribs 19 are arranged on the inner ring annular truss 18 and the mounting frame 5, so that when constructors install the outer ring annular truss, the influence on the normal construction progress due to single-rod assembly errors is avoided, through the combined positioning mechanism 3, the situation of reassembling due to single-rod errors in the installation process is reduced, the waste of standard parts such as bolts is greatly reduced, meanwhile, the error problem in the installation process is directly found to a certain extent, and the construction progress is accelerated.

The combined positioning mechanism 3 comprises a plurality of giant steel columns 4 which are respectively arranged at the end parts of two adjacent outrigger trusses 2, two mounting frames 5 for providing a positioning function are respectively arranged between every two giant steel columns 4, a combined piece 6 for facilitating mounting and positioning is arranged between every two mounting frames 5 in a matched manner, a positioning piece 7 for facilitating improvement of a positioning effect is arranged between every two giant steel columns 4, when the combined positioning mechanism is used, the outrigger trusses 2 of constructors are arranged at the outer side of the periphery of a wall body 1, the giant steel columns 4 are arranged at the end parts, the mounting frames 5 positioned at the top parts are arranged between every two giant steel columns 4, then a first connecting web member 8 and a second connecting web member 10 are arranged through bolts, then a positioning rod 13 and an auxiliary rod 14 are arranged at the middle parts of the giant steel columns 4, and the top parts of the auxiliary rods 14 are arranged on the first connecting web member 8 and the second connecting web member 10, install locating plate 15 on both sides, then cooperate third connection web member 9 and fourth connection web member 11 with first connection web member 8 and second connection web member 10, insert positioning screw 16 and screw up lock nut 17, installation bottom mounting bracket 5 is fixed, install strengthening rib 19 on inner race annular truss 18 and mounting bracket 5 at last, make constructor when carrying out the installation of outer race annular truss, avoided influencing normal construction progress because of single-bar assembly error, through combination positioning mechanism 3, the condition of reassembling because of single-bar error in the installation has been reduced, the waste of standard parts such as bolt has greatly been reduced, and simultaneously, also directly discover the error problem in the installation to a certain extent, construction progress has been accelerated.

The assembly 6 comprises a first connecting web member 8 and a third connecting web member 9 which are mounted on the top mounting frame 5 through bolt threads, a second connecting web member 10 and a fourth connecting web member 11 which are mounted on the bottom mounting frame 5 in the two mounting frames 5 through bolt threads, the first connecting web member 8, the second connecting web member 10, the third connecting web member 9 and the fourth connecting web member 11 are mutually matched for use, and the end parts are all provided with a plurality of through holes 12 for convenient installation, when in use, the constructor outrigger truss 2 is arranged at the outer side of the periphery of the wall body 1, and the end part is provided with a giant steel column 4, the mounting frames 5 positioned at the tops of the giant steel columns 4 are mounted between each two giant steel columns, and then the first connecting web members 8 and the second connecting web members 10 are mounted through bolts, so that the situation of reassembly caused by single-rod errors in the mounting process is reduced, and the waste of standard parts such as bolts is greatly reduced.

The positioning part 7 comprises two positioning rods 13 respectively arranged at the middle parts of two adjacent giant steel columns 4, the end parts of the positioning rods 13 are respectively fixed with an auxiliary rod 14, the top and the bottom of any one of the auxiliary rods 14 are respectively arranged on a first connecting web member 8 and a third connecting web member 9, the other top and the bottom of the auxiliary rod are respectively arranged on a second connecting web member 10 and a fourth connecting web member 11, the opposite sides of the two auxiliary rods 14 are connected with two positioning plates 15 respectively arranged on the two auxiliary rods 14 through bolts, the centers of the positioning plates 15 are respectively provided with a plurality of structures which are the same as the through holes 12, the through holes 12 are respectively and movably penetrated with positioning screws 16, the end parts of the positioning screws 16 are respectively provided with a locking nut 17 by screw threads, when in use, the positioning rods 13 and the auxiliary rods 14 are arranged at the middle parts of the giant steel columns 4, and the top parts of the auxiliary rods 14 are arranged on the first connecting web members 8 and the second connecting web members 10, the upper positioning plates 15 are installed on two sides, then the third connecting web member 9 and the fourth connecting web member 11 are matched with the first connecting web member 8 and the second connecting web member 10, the positioning screw rods 16 are inserted, the locking nuts 17 are screwed, the bottom installation frame 5 is installed for fixing, the error problem in the installation process is directly found to a certain extent, and the construction progress is accelerated.

The inner ring annular trusses 18 which are matched with each other are arranged between every two huge steel columns 4, the periphery of each inner ring annular truss 18 is connected with a plurality of reinforcing ribs 19 of which the end parts are fixed on the mounting frame 5, and when the steel column is used, the reinforcing ribs 19 are arranged on the inner ring annular trusses 18 and the mounting frame 5, so that the stability of the structure is improved, and the use safety is improved.

It is noted that, herein, relational terms such as first and second, and the like may be used solely to distinguish one entity or action from another entity or action without necessarily requiring or implying any actual such relationship or order between such entities or actions. Also, the terms "comprises," "comprising," or any other variation thereof, are intended to cover a non-exclusive inclusion, such that a process, method, article, or apparatus that comprises a list of elements does not include only those elements but may include other elements not expressly listed or inherent to such process, method, article, or apparatus.

Although embodiments of the present invention have been shown and described, it will be appreciated by those skilled in the art that changes, modifications, substitutions and alterations can be made in these embodiments without departing from the principles and spirit of the invention, the scope of which is defined in the appended claims and their equivalents.

Claims

1. The utility model provides a reinforced layer structure for among high-rise building, includes wall body (1) and a plurality of outrigger truss (2) that connect respectively all around in the wall body (1) outside, its characterized in that: and the outrigger truss (2) is provided with a combined positioning mechanism (3) for avoiding the influence on normal construction progress caused by assembly error of the single rod.

2. A reinforcing layer structure for use in high-rise buildings according to claim 1, wherein: the combined positioning mechanism (3) comprises a plurality of giant steel columns (4) which are respectively installed at the end parts of two adjacent outrigger trusses (2), two mounting frames (5) used for providing a positioning function are installed between every two giant steel columns (4), a combined piece (6) used for facilitating installation and positioning is arranged between every two mounting frames (5) in a matched mode, and a positioning piece (7) used for conveniently improving a positioning effect is arranged between every two giant steel columns (4).

3. A reinforcing layer structure for use in high-rise buildings according to claim 2, wherein: sub-assembly (6) are including installing first connection web member (8) and third connection web member (9) on top mounting bracket (5) through bolt screw thread, two lie in mounting bracket (5) of bottom in mounting bracket (5) and install second connection web member (10) and fourth connection web member (11) through bolt screw thread, mutually support between first connection web member (8), second connection web member (10), third connection web member (9) and fourth connection web member (11) and use, and a plurality of through-holes (12) that are used for easy to assemble have all been seted up to the tip.

4. A reinforcing layer structure for use in high-rise buildings according to claim 3, wherein: the positioning piece (7) comprises two positioning rods (13) which are respectively arranged at the middle parts of two adjacent giant steel columns (4), the end parts of the positioning rods (13) are all fixed with auxiliary rods (14), the top and the bottom of any one auxiliary rod (14) are respectively arranged on the first connecting web member (8) and the third connecting web member (9), and the other top and bottom are respectively arranged on a second connecting web member (10) and a fourth connecting web member (11), two positioning plates (15) which are respectively arranged on the two auxiliary rods (14) through bolts are connected with the opposite sides of the two auxiliary rods (14), the center of the positioning plate (15) is provided with a plurality of structures which are the same as the through holes (12), all movable penetrating has positioning screw (16) in through-hole (12), locking nut (17) are installed to positioning screw (16) equal screw thread in the tip.

5. A reinforcing layer structure for use in high-rise buildings according to claim 2, wherein: inner ring annular trusses (18) which are matched with each other are arranged between every two giant steel columns (4), and a plurality of reinforcing ribs (19) with end parts fixed on the mounting frame (5) are connected to the periphery of each inner ring annular truss (18).