CN108729666A - A kind of combined type bearing constructed for skyscraper or bridge tower - Google Patents
A kind of combined type bearing constructed for skyscraper or bridge tower Download PDFInfo
- Publication number
- CN108729666A CN108729666A CN201810918334.5A CN201810918334A CN108729666A CN 108729666 A CN108729666 A CN 108729666A CN 201810918334 A CN201810918334 A CN 201810918334A CN 108729666 A CN108729666 A CN 108729666A
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- CN
- China
- Prior art keywords
- bearing
- plate
- skyscraper
- bridge tower
- combined type
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- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
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Classifications
-
- 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
- E04G13/00—Falsework, forms, or shutterings for particular parts of buildings, e.g. stairs, steps, cornices, balconies foundations, sills
-
- E—FIXED CONSTRUCTIONS
- E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
- E01D—CONSTRUCTION OF BRIDGES, ELEVATED ROADWAYS OR VIADUCTS; ASSEMBLY OF BRIDGES
- E01D21/00—Methods or apparatus specially adapted for erecting or assembling bridges
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- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Mechanical Engineering (AREA)
- Bridges Or Land Bridges (AREA)
- Conveying And Assembling Of Building Elements In Situ (AREA)
Abstract
The invention discloses a kind of combined type bearings constructed for skyscraper or bridge tower, mounted on the corner of skyscraper or bridge tower, the device includes the first bearing member and the second bearing member, two bearing members include force bearing plate, the first side plate and the second side plate, the force bearing plate is mounted on wall, first side plate is vertically mounted on the side of the force bearing plate and is connect with large form, second side plate is vertically mounted on the other side of the force bearing plate, connects to form the angle mould consistent with corner configurations by respective second side plate between two bearing members.The supporting point position of the present invention avoids the positions such as moulding, prestressing force, but is disposed close to king-post diagonal position, has the advantages that single fulcrum bearing capacity is big, supporting-point quantity is few, repairing point in construction surface pre embedded bolt hole is few, can greatly improve construction efficiency.
Description
Technical field
The invention belongs to technical field of building construction, are related to a kind of mould bases constructed for high-rise building, superelevation bridge tower
System, and in particular to a kind of combined type has the bearing of angle mould and track function.
Background technology
In bridge tower construction, bridge tower has the characteristics that lines on surface is diverse, according to traditional bridge tower construction mould bases system
System, because mould bases fulcrum is arranged in mostly in the middle part of metope, that there are single fulcrum bearing capacities is small, stencil design is complicated, live tears down and reconstruct difficulty
The problems such as big is spent, and for king-post corner arcwall face, conventional mould constructional difficulties, forming face low precision.
Invention content
The purpose of the present invention is to provide the bearing that a kind of combined type has angle mould and track function, its supporting points
The positions such as moulding, prestressing force are avoided in position, but are disposed close to king-post diagonal position, are arranged and are changed according to ornamental strip
Design other templates, template may be implemented and quickly torn down and reconstructed on frame body, have single fulcrum bearing capacity is big, supporting-point quantity is few,
The few advantage of construction surface pre embedded bolt hole repairing point, can greatly improve construction efficiency.
The technical solution adopted by the present invention to solve the technical problems is：
A kind of combined type bearing constructed for skyscraper or bridge tower, is mounted on the corner of skyscraper or bridge tower,
The device includes the first bearing member and the second bearing member, and two bearing members include force bearing plate, the first side plate and the second side plate, institute
Force bearing plate is stated on wall, first side plate is vertically mounted on the side of the force bearing plate and is connect with large form, institute
The other side that the second side plate is vertically mounted on the force bearing plate is stated, passes through respective second side plate connection shape between two bearing members
At the angle mould consistent with corner configurations.
According to the above technical scheme, multiple gussets are arranged at intervals between first side plate and force bearing plate.
According to the above technical scheme, it is attached by several bolts between the second side plate of two bearing members.
According to the above technical scheme, several positioning pins are provided between the second side plate of two bearing members.
According to the above technical scheme, be respectively arranged with top plate and bottom plate at the top and bottom of the force bearing plate, the top plate and
Screw hole is offered on bottom plate.
According to the above technical scheme, the force bearing plate is equipped at least two pre-buried screws, the pre-buried spiral shell on the first bearing member
Hole and the position of the pre-buried screw on the second bearing member are staggered up and down, make the pre-buried screw on the first bearing member and the second bearing member
On pre-buried screw between minimum centers-distance be more than outer diameter with the pre embedded bolt of pre-buried screw phase configuration.
According to the above technical scheme, corner pawl case is provided on the force bearing plate, the corner pawl case is used equipped with several
In hanging quitting for supported material body.
According to the above technical scheme, the force bearing plate is equipped with the anti-side chute board for being slidably connected with supported material body.
According to the above technical scheme, first bearing member and the second bearing member are both designed as L-type, and two L-type bearing members are spelled
Dress up the arc angle mould with curved corner phase configuration.
According to the above technical scheme, which further includes external corner pull rod, the external corner pull rod be mounted on corner both sides wall
On large form be fixedly connected.
The beneficial effect comprise that：The present invention by be arranged two bearing members, and by its concrete structure into
Row design, makes it be assembled into and corner configurations（Arc surface or right-angle surface）Consistent angle mould overcomes traditional construction die plate corners
The shortcomings that arc surface constructional difficulties, the angle mould and large form quickly link into an integrated entity collective effect, can will will support point design
In king-post diagonal position, such large form can be designed according to moulding and prestress change, which has single
The advantage that a fulcrum bearing capacity is big, supporting-point quantity is few, repairing point in construction surface pre embedded bolt hole is few can greatly improve construction effect
Rate.
Description of the drawings
Present invention will be further explained below with reference to the attached drawings and examples, in attached drawing：
Fig. 1 is the structural schematic diagram of the embodiment of the present invention；
Fig. 2 is the floor plan that the embodiment of the present invention is applied to king-post；
Fig. 3 is the floor map of installation of the embodiment of the present invention on the corner；
Fig. 4 is the scheme of installation of the embodiment of the present invention and pre embedded bolt；
Fig. 5 is the application schematic diagram one of the embodiment of the present invention；
Fig. 6 is the application schematic diagram two of the embodiment of the present invention.
In figure：1- king-posts, the first bearing members of 2-, 2.1- force bearing plates, the first side plates of 2.2-, the second side plates of 2.3-, 2.4- muscle
Plate, 2.5- bolts, 2.6- positioning pins, 2.7- top plates, 2.8- bottom plates, the corners 2.9- pawl case, 2.10- quit, 2.11- anti-side slideways
Plate, 2.12- axis pins, 2.13- pre-buried screws, the second bearing members of 3-, 4- pre embedded bolts, 4.1- screw bodies, 4.2- bearing bolts,
4.3- self-locking gaskets, 5- external corner pull rods, 6- large forms, 7- back cords.
Specific implementation mode
In order to make the purpose , technical scheme and advantage of the present invention be clearer, with reference to the accompanying drawings and embodiments, right
The present invention is further elaborated.It should be appreciated that described herein, specific examples are only used to explain the present invention, not
For limiting the present invention.
As shown in Figure 1-Figure 3, a kind of combined type bearing constructed for skyscraper or bridge tower, builds mounted on high level
It builds or bridge tower（King-post 1）Corner, the device include the first bearing member 2 and the second bearing member 3, the structure of two bearing members it is big
Cause it is identical, include force bearing plate 2.1, the first side plate 2.2 and the second side plate 2.3, force bearing plate 2.1 be mounted on wall on, the first side
Plate 2.2 is vertically mounted on the side of force bearing plate 2.1 and is connect with large form, and the second side plate 2.3 is vertically mounted on force bearing plate 2.1
The other side connects to form the angle mould consistent with corner configurations between two bearing members by respective second side plate.The present embodiment
In, the component of two bearing members is made of steel plate.
In a preferred embodiment of the invention, as shown in Figure 1, being arranged at intervals between the first side plate 2.2 and force bearing plate 2.1
Multiple gussets 2.4 improve the stability of device.
In a preferred embodiment of the invention, as shown in Figure 1, passing through several spiral shells between the second side plate of two bearing members
Bolt 2.5 is attached, and fast quick-detach may be implemented using bolt, in order to recycle.
In a preferred embodiment of the invention, as shown in Figure 1, being provided with several between the second side plate of two bearing members
Positioning pin 2.6, it is ensured that assembled cambered surface precision realizes quickly positioning.
In a preferred embodiment of the invention, as shown in Figure 1, being respectively arranged with top plate 2.7 at the top and bottom of force bearing plate
With bottom plate 2.8, screw hole is offered on top plate 2.7 and bottom plate 2.8, is docked up and down for bearing member, meets multilayer circulation construction
It needs.
In a preferred embodiment of the invention, as shown in Figure 1, force bearing plate is equipped at least two pre-buried screws 2.13, the
The position of pre-buried screw and the pre-buried screw on the second bearing member on one bearing member is staggered up and down, makes pre- on the first bearing member
The minimum centers-distance between the pre-buried screw on screw hole and the second bearing member is buried more than the pre embedded bolt 4 with pre-buried screw phase configuration
Outer diameter, interfered to avoid the pre embedded bolt on two bearing members.
As shown in figure 4, two bearing members are fixed on by pre embedded bolt on wall, pre embedded bolt bears to shear and draw
Power, pre embedded bolt can have enough to meet the need bolt using " full taking-out type ", be divided into screw body 4.1, bearing bolt 4.2 and self-locking gasket 4.3
Three parts.
In a preferred embodiment of the invention, as shown in Figure 1, being provided with corner pawl case 2.9 on force bearing plate（Corner pawl case weldering
It is connected on the second side plate）, what corner pawl case was equipped with that several are used to hang supported material body quits 2.10, corner pawl case upper edge
Short transverse is equipped with several pin holes, quit between the pawl case of corner by the axis pin 2.12 that is arranged in one of pin hole into
Row is located by connecting, and the corner pawl case quit by the way that band is arranged can bear external load.
In a preferred embodiment of the invention, as shown in Figure 1, force bearing plate is equipped with for being slidably connected with supported material body
Anti-side chute board 2.11, make supported material body that can be slided along anti-side chute board, and prevent it from toppling.
In a preferred embodiment of the invention, as shown in Figure 1, the first bearing member and the second bearing member are both designed as L-type, two
A L-type bearing member is assembled into the arc angle mould with curved corner phase configuration, to adapt to curved corner.
In a preferred embodiment of the invention, as shown in Figure 5, Figure 6, which further includes external corner pull rod 5, external corner pull rod with
Large form on the wall of corner both sides is fixedly connected, swollen mould when preventing concreting.
The construction method of the present invention, including：
Step 1, as shown in figure 5, the present invention only does angle mould use, is mounted on wall at initially construction concrete non-bearing segment
On body load side and forming face, bearing member pre-buried screw is blocked with blind plate, the back cord 7 of installation surrounding large form 6, large form 6 is pressed
Firmly the first side plate of the first bearing member or the second bearing member, while concreting is prevented to drawing using external corner pull rod 5 in corner
When swollen mould, assembling reinforcement after-pouring concrete；
Step 2, construct concrete load segment when, as shown in fig. 6, lifting second group of device and first group of device pass through top plate
It is docked up and down with bottom plate, pre embedded bolt 4 is installed and surrounding large form 6, the back cord 7 of large form 6 push down the first bearing member or second
First side plate of bearing member, while the swollen mould when corner prevents concreting using external corner pull rod 5 to drawing, are poured after assembling reinforcement
Build concrete；
Step 3, after concrete strength reaches requirement, by supported material body（Bearing support）It is supported on quitting for two bearing members
On, and remove first group of device and continue up the recycling of construction load segment；
Step 4 after removing supported material body, removes second group of device, and move to next quasi- construction load segment；
Step 5, repeat step 2 to four, until concrete walls body construction is completed.
The present invention also serves as template while having load effect, is the key member that frame load is transferred to wall,
2 groups of devices up and down are set generally on a standard segment.
It should be understood that for those of ordinary skills, it can be modified or changed according to the above description,
And all these modifications and variations should all belong to the protection domain of appended claims of the present invention.
Claims (10)
1. a kind of combined type bearing constructed for skyscraper or bridge tower, is mounted on the corner of skyscraper or bridge tower
Place, which is characterized in that the device includes the first bearing member and the second bearing member, and two bearing members include force bearing plate, the first side
Plate and the second side plate, the force bearing plate be mounted on wall on, first side plate be vertically mounted on the side of the force bearing plate and
It is connect with large form, second side plate is vertically mounted on the other side of the force bearing plate, by respective between two bearing members
The second side plate connect to form the angle mould consistent with corner configurations.
2. the combined type bearing according to claim 1 constructed for skyscraper or bridge tower, which is characterized in that institute
It states and is arranged at intervals with multiple gussets between the first side plate and force bearing plate.
3. the combined type bearing according to claim 1 constructed for skyscraper or bridge tower, which is characterized in that two
It is attached by several bolts between second side plate of a bearing member.
4. the combined type bearing according to claim 3 constructed for skyscraper or bridge tower, which is characterized in that two
It is provided with several positioning pins between second side plate of a bearing member.
5. the combined type bearing according to claim 1 constructed for skyscraper or bridge tower, which is characterized in that institute
It states and is respectively arranged with top plate and bottom plate at the top and bottom of force bearing plate, screw hole is offered on the top plate and bottom plate.
6. the combined type bearing according to claim 1 constructed for skyscraper or bridge tower, which is characterized in that institute
It states force bearing plate and is equipped at least two pre-buried screws, the pre-buried screw on the first bearing member and the pre-buried screw on the second bearing member
Position up and down be staggered, make the minimum center between the pre-buried screw in the pre-buried screw and the second bearing member on the first bearing member
Away from the outer diameter more than the pre embedded bolt with pre-buried screw phase configuration.
7. the combined type bearing according to claim 1 constructed for skyscraper or bridge tower, which is characterized in that institute
It states and is provided with corner pawl case on force bearing plate, the corner pawl case is equipped with several for hanging quitting for supported material body.
8. the combined type bearing according to claim 1 constructed for skyscraper or bridge tower, which is characterized in that institute
Force bearing plate is stated equipped with the anti-side chute board for being slidably connected with supported material body.
9. the combined type bearing according to claim 1 constructed for skyscraper or bridge tower, which is characterized in that institute
It states the first bearing member and the second bearing member is both designed as L-type, two L-type bearing members are assembled into the arc with curved corner phase configuration
Angle mould.
10. the combined type bearing according to claim 1 constructed for skyscraper or bridge tower, which is characterized in that
The device further includes external corner pull rod, and the external corner pull rod is fixedly connected with the large form on the wall of corner both sides.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201810918334.5A CN108729666B (en) | 2018-08-13 | 2018-08-13 | Combined bearing device for high-rise building or bridge tower construction |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201810918334.5A CN108729666B (en) | 2018-08-13 | 2018-08-13 | Combined bearing device for high-rise building or bridge tower construction |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN108729666A true CN108729666A (en) | 2018-11-02 |
| CN108729666B CN108729666B (en) | 2023-07-18 |
Family
ID=63942743
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201810918334.5A Active CN108729666B (en) | 2018-08-13 | 2018-08-13 | Combined bearing device for high-rise building or bridge tower construction |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN108729666B (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN112942784A (en) * | 2021-02-01 | 2021-06-11 | 浙江城建建设集团有限公司 | Corner conversion device and corner bearing support setting method |
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| CN208950301U (en) * | 2018-08-13 | 2019-06-07 | 中建三局集团有限公司 | A kind of combined type bearing constructed for skyscraper or bridge tower |
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| DE3339739A1 (en) * | 1983-11-03 | 1985-05-15 | Klaus 2000 Hamburg Köhler | Formwork for civil engineering parts, in particular cable junction boxes |
| US20020195536A1 (en) * | 1999-11-23 | 2002-12-26 | Safway Formwork Systems, Llc | Conversion corner chamfer for form work |
| JP2002105913A (en) * | 2000-07-26 | 2002-04-10 | Daido Kizai Kogyo Kk | Form structure and pressing member used therefor and form set.up method |
| CN101481944A (en) * | 2009-01-06 | 2009-07-15 | 四川公路桥梁建设集团有限公司 | Method for installing reinforcing steel bars in high pier and tower rollover construction and movable support thereof |
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| CN204386161U (en) * | 2015-01-12 | 2015-06-10 | 重庆工商职业学院 | Building concrete framework capital mortar leakage prevention mould |
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| CN105862602A (en) * | 2016-05-26 | 2016-08-17 | 大荣建设集团有限公司 | Turnover formwork system of hollow inclined concrete pylon and construction method thereof |
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| Publication number | Priority date | Publication date | Assignee | Title |
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| CN112942784A (en) * | 2021-02-01 | 2021-06-11 | 浙江城建建设集团有限公司 | Corner conversion device and corner bearing support setting method |
Also Published As
| Publication number | Publication date |
|---|---|
| CN108729666B (en) | 2023-07-18 |
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