CN109025367A - Assembled architecture Prefabricated stacking floor installs gusseted system and construction method - Google Patents
Assembled architecture Prefabricated stacking floor installs gusseted system and construction method Download PDFInfo
- Publication number
- CN109025367A CN109025367A CN201810796037.8A CN201810796037A CN109025367A CN 109025367 A CN109025367 A CN 109025367A CN 201810796037 A CN201810796037 A CN 201810796037A CN 109025367 A CN109025367 A CN 109025367A
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- China
- Prior art keywords
- bar
- prefabricated stacking
- assembled architecture
- floor
- stacking floor
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Classifications
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
- E04G25/00—Shores or struts; Chocks
- E04G25/02—Shores or struts; Chocks non-telescopic
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
- E04G21/00—Preparing, conveying, or working-up building materials or building elements in situ; Other devices or measures for constructional work
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- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Mechanical Engineering (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Conveying And Assembling Of Building Elements In Situ (AREA)
Abstract
It include several triangular support brackets the invention discloses a kind of assembled architecture Prefabricated stacking floor installation gusseted system and construction method, the support system；The triangular support bracket includes vertical upright bar, free bearing, inclined support bar, steel supporting plate and the lumps of wood；Free bearing there are three being uniformly arranged in the vertical upright bar top exterior walls；Each free bearing is connect with the lower end of an inclined support bar, and the upper end of the inclined support bar is provided with steel supporting plate；The lumps of wood is provided with above each steel supporting plate；High-strength flower basket bolt is respectively arranged between the vertical upright bar upper and lower part of adjacent triangular support bracket and bar of sweeping the floor.The present invention uses stable triangular principle, has good bearing capacity and safety, effectively solves the problems, such as the safeguard technology of assembled architecture Prefabricated stacking floor installation inner support system, simple and reasonable for structure, practical, at low cost, effect is good.
Description
Technical field
The invention belongs to technical field of building construction, are related to assembled architecture Prefabricated stacking floor installation gusseted system
And construction method.
Background technique
With flourishing for construction industry, assembled monolithic concrete structure is a kind of novel structural system, it has both
It the advantages of cast-in-place concrete structure and prefabricated assembled concrete structure, is widely used in engineering practice.Assembly
Formula building prefabrication laminated floor slab structure presents significant superiority in engineering practice.However in the construction process due to construction
Complex procedures, component connection integrity require height, quality and safety defect are easy to produce in construction, leads to the whole of building structure
Body stability is unsatisfactory for requiring.Floor slab construction emphasis is mainly template and supporting process, and template largely consumes the goods and materials such as timber money
Source, and take a lot of work, is time-consuming, safety and quality assurance of the support system concerning engineering construction, therefore for the pre- of assembled architecture
Laminated floor slab Construction of Supporting method processed is improved extremely urgent.
Summary of the invention
For in above-mentioned background technique, there are the safety guarantee of assembled architecture Prefabricated stacking floor installation inner support system
Technical problem, the present invention provide assembled architecture Prefabricated stacking floor installation gusseted system and construction method, the supporter
System uses stable triangular principle, has good bearing capacity and safety, effectively solves.
The technical solution that the present invention solves technical problem is as follows:
A kind of assembled architecture Prefabricated stacking floor of the present invention installs gusseted system, its main feature is that, it includes several
Triangular support bracket and several lumps of wood；The triangular support bracket includes vertical upright bar, free bearing, inclined support bar and steel supporting plate；It is described
Free bearing there are three being uniformly arranged in vertical upright bar top exterior walls；The lower end of each free bearing and an inclined support bar connects
It connects, the upper end of the inclined support bar is provided with steel supporting plate；The lumps of wood is provided with above each steel supporting plate；Adjacent three
High-strength flower basket bolt is respectively arranged between the vertical upright bar top of angle support frame between lower part and bar of sweeping the floor.
As the further improvement of technical solution, it is bolted between the high-strength flower basket bolt and vertical upright bar solid
It is fixed.
As the further improvement of technical solution, the inclined support bar and vertical direction are at 30 °~45° angle.
As the further improvement of technical solution, the vertical upright bar, inclined support bar are the solid steel tube of diameter 30mm.
As the further improvement of technical solution, the bar of sweeping the floor is common steel tube.
As the further improvement of technical solution, the steel supporting plate, free bearing, high-strength flower basket bolt material be high-strength
Steel.
Another technical solution for solving technical problem of the invention is as follows:
A kind of construction method of assembled architecture Prefabricated stacking floor installation gusseted system, comprises the following steps:
A), Prefabricated stacking floor lifting before by each inclined support bar pass through respectively free bearing be connected in vertical upright bar form it is more
A triangular support bracket；
B), each triangular support bracket is arranged on floor according to the requirement of Specific construction scheme, adjacent gusseted
It is attached between frame by high-strength flower basket bolt, according to the actual conditions of construction site, phase is adjusted by high-strength flower basket bolt
The spacing of adjacent triangular support bracket is simultaneously fixed；
C), use common steel tube that all triangular support brackets are connected to become an entirety as bar is swept the floor；
D), the lumps of wood is placed on steel supporting plate, the angle for adjusting inclined support bar and vertical direction makes all lumps of wood in same
One horizontality, then inclined support bar is fixed by free bearing matching fastener；
E), Prefabricated stacking floor is lifted to designated position using tower crane, provides support using each triangular support bracket, then
Carry out the installation of Prefabricated stacking floor.
Compared with the existing technology, support system structure of the present invention is simple, and design is rationally, easy to make, by using
Stable triangular principle, the support system has good bearing capacity and safety, and the system can save largely
Template and steel pipe, for environmental protection section material play an important role, while the support system can preferably control each triangular support bracket it
Between spacing, important control, directive function played for installation process, and then promote the quality of engineering construction, in addition, this three
Angle support system be it is modular, convenient for the storage and transport of each component, each component is also construction site common materials, construction
At low cost, good application effect is practical.
Detailed description of the invention
Present invention will be further explained below with reference to the attached drawings and specific embodiments:
Fig. 1 is the facade structures signal of assembled architecture Prefabricated stacking floor installation gusseted system of the present invention
Figure；
Fig. 2 is the schematic top plan view of triangular support bracket of the present invention；
In figure: 1, Prefabricated stacking floor；2, steel supporting plate；3, inclined support bar；4, free bearing；5, vertical upright bar；6, it sweeps the floor bar；
7, bolt；8, high-strength flower basket bolt；9, the lumps of wood；10, floor.
Specific embodiment
Embodiment 1:
As depicted in figs. 1 and 2, a kind of assembled architecture Prefabricated stacking floor installs gusseted system, it includes several
Triangular support bracket and several lumps of wood 9；The triangular support bracket includes vertical upright bar 5, free bearing 4, inclined support bar 3 and steel supporting plate 2；
Free bearing 4 there are three being uniformly arranged in 5 top exterior walls of vertical upright bar；Each free bearing 4 and inclined support bar 3
Lower end connection, the upper end of the inclined support bar 3 is provided with steel supporting plate 2；The top of each steel supporting plate 2 is provided with the side
Wood 9；High-strength flower basket bolt 8 is respectively arranged between 5 top of vertical upright bar of adjacent triangular support bracket between lower part and is swept the floor
Bar 6.
It is connected and fixed between high-strength flower basket bolt 8 described in the present embodiment and vertical upright bar 5 by bolt 7.
In the present embodiment, for the safety and stability for ensuring the support system, the inclined support bar 3 and vertical direction
The other proper angles that can be needed at 30 °~45° angle or construction.
In the present embodiment, to ensure support system solidity really, the vertical upright bar 5, inclined support bar 3 are diameter
The solid steel tube of 30mm.
In the present embodiment, the bar 6 of sweeping the floor is common steel tube, to save construction cost.
In the present embodiment, the steel supporting plate 2, free bearing 4, high-strength flower basket bolt 8 material be high-strength steel, prevent from making
Security risk is caused with deforming in the process, the application of the high-strength flower basket bolt 8 is played the role of adjusting.
Embodiment 2:
As depicted in figs. 1 and 2, a kind of assembled architecture Prefabricated stacking floor installation gusseted described in embodiment 1
The construction method of system, comprises the following steps:
A), each inclined support bar 3 is connected to group in vertical upright bar 5 by free bearing 4 respectively before Prefabricated stacking floor 1 lifts
At multiple triangular support brackets；
B), assembled each triangular support bracket is arranged on floor 10 according to the requirement of Specific construction scheme, phase
It is attached between adjacent triangular support bracket by high-strength flower basket bolt 8, according to the actual conditions of construction site, passes through the high-strength gaily decorated basket
Bolt 8 adjusts the spacing of adjacent triangular support bracket and is fixed, the vertical upright bar 5 of high-strength flower basket bolt 8 and triangular support bracket
Between fixation is attached by bolt 7；
C), common steel tube is used to be connected to become all triangular support brackets in the lower part of each vertical upright bar 5 as bar 6 is swept the floor
One entirety improves whole stability and safety；
D), the lumps of wood 9 is placed on steel supporting plate 2, the angle of adjustment inclined support bar 3 and vertical direction makes all lumps of wood 2
Associated fasteners are cooperated to fix inclined support bar 3 in same level state, then by free bearing 4；
E), Prefabricated stacking floor 1 is lifted to designated position using tower crane, provides support using each triangular support bracket, so
The installation of Prefabricated stacking floor 1 is carried out afterwards, guarantees the stability of the support system to ensure safety in installation process.
The foregoing is merely a prefered embodiment of the invention, but scope of protection of the present invention is not limited thereto, any to be familiar with sheet
In the technical scope disclosed by the present invention, any changes or substitutions that can be easily thought of by those skilled in the art, should all cover
Within protection scope of the present invention.Therefore, the scope of protection of the present invention shall be subject to the scope of protection defined by the claims.
Place is not described in detail by the present invention, is the well-known technique of those skilled in the art of the present technique.
Claims (7)
1. a kind of assembled architecture Prefabricated stacking floor installs gusseted system, characterized in that it includes several gusseteds
Frame and several lumps of wood (9)；The triangular support bracket includes vertical upright bar (5), free bearing (4), inclined support bar (3) and steel supporting plate
(2)；There are three being uniformly arranged in vertical upright bar (5) top exterior walls free bearing (4)；Each free bearing (4) with one described in
The lower end of inclined support bar (3) connects, and the upper end of the inclined support bar (3) is provided with steel supporting plate (2)；Each steel supporting plate
(2) lumps of wood (9) are provided with above；Between vertical upright bar (5) top of adjacent triangular support bracket between lower part respectively
It is provided with high-strength flower basket bolt (8) and bar of sweeping the floor (6).
2. a kind of assembled architecture Prefabricated stacking floor according to claim 1 installs gusseted system, characterized in that
It is connected and fixed between the high-strength flower basket bolt (8) and vertical upright bar (5) by bolt (7).
3. a kind of assembled architecture Prefabricated stacking floor according to claim 1 installs gusseted system, characterized in that
The inclined support bar (3) and vertical direction are at 30 °~45° angle.
4. a kind of assembled architecture Prefabricated stacking floor according to claim 1 installs gusseted system, characterized in that
The vertical upright bar (5), inclined support bar (3) are the solid steel tube of diameter 30mm.
5. a kind of assembled architecture Prefabricated stacking floor according to claim 1 installs gusseted system, characterized in that
The bar of sweeping the floor (6) is common steel tube.
6. a kind of assembled architecture Prefabricated stacking floor according to claim 1 installs gusseted system, characterized in that
The steel supporting plate (2), free bearing (4), high-strength flower basket bolt (8) material be high-strength steel.
7. a kind of construction of assembled architecture Prefabricated stacking floor installation gusseted system described in any of the above-described claim
Method, characterized in that comprise the following steps:
A), each inclined support bar (3) is connected to vertical upright bar (5) by free bearing (4) respectively before Prefabricated stacking floor (1) lifting
The upper multiple triangular support brackets of composition；
B), each triangular support bracket is arranged on floor (10) according to the requirement of Specific construction scheme, adjacent gusseted
It is attached between frame by high-strength flower basket bolt (8), according to the actual conditions of construction site, is passed through high-strength flower basket bolt (8)
It adjusts the spacing of adjacent triangular support bracket and is fixed；
C), use common steel tube that all triangular support brackets are connected to become an entirety as bar of sweeping the floor (6)；
D), the lumps of wood (9) is placed on steel supporting plate (2), the angle of adjustment inclined support bar (3) and vertical direction makes all lumps of wood
It (2) is in same level state, then fixed by free bearing (4) matching fastener to inclined support bar (3)；
E), Prefabricated stacking floor (1) is lifted to designated position using tower crane, provides support using each triangular support bracket, then
Carry out the installation of Prefabricated stacking floor (1).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201810796037.8A CN109025367A (en) | 2018-07-19 | 2018-07-19 | Assembled architecture Prefabricated stacking floor installs gusseted system and construction method |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201810796037.8A CN109025367A (en) | 2018-07-19 | 2018-07-19 | Assembled architecture Prefabricated stacking floor installs gusseted system and construction method |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN109025367A true CN109025367A (en) | 2018-12-18 |
Family
ID=64643478
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201810796037.8A Pending CN109025367A (en) | 2018-07-19 | 2018-07-19 | Assembled architecture Prefabricated stacking floor installs gusseted system and construction method |
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| CN (1) | CN109025367A (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110486061A (en) * | 2019-08-20 | 2019-11-22 | 辽宁有色基础工程公司 | The controllable support top system of cavern's Dangerous Rock Body and its application method |
| CN114382169A (en) * | 2021-12-21 | 2022-04-22 | 曹大燕 | Construction method for upper layer of building based on inclined support system |
Citations (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN201924596U (en) * | 2010-12-31 | 2011-08-10 | 李明全 | Layout adjustable interconnection type upright column formwork supporting rod |
| CN205314607U (en) * | 2015-11-26 | 2016-06-15 | 中国建筑第六工程局有限公司 | Auxiliary bracket |
-
2018
- 2018-07-19 CN CN201810796037.8A patent/CN109025367A/en active Pending
Patent Citations (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN201924596U (en) * | 2010-12-31 | 2011-08-10 | 李明全 | Layout adjustable interconnection type upright column formwork supporting rod |
| CN205314607U (en) * | 2015-11-26 | 2016-06-15 | 中国建筑第六工程局有限公司 | Auxiliary bracket |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110486061A (en) * | 2019-08-20 | 2019-11-22 | 辽宁有色基础工程公司 | The controllable support top system of cavern's Dangerous Rock Body and its application method |
| CN114382169A (en) * | 2021-12-21 | 2022-04-22 | 曹大燕 | Construction method for upper layer of building based on inclined support system |
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| PB01 | Publication | ||
| PB01 | Publication | ||
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| SE01 | Entry into force of request for substantive examination | ||
| RJ01 | Rejection of invention patent application after publication | ||
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Application publication date: 20181218 |