CN207776488U - One kind reinforcing beam column construction for building - Google Patents
One kind reinforcing beam column construction for building Download PDFInfo
- Publication number
- CN207776488U CN207776488U CN201820157680.1U CN201820157680U CN207776488U CN 207776488 U CN207776488 U CN 207776488U CN 201820157680 U CN201820157680 U CN 201820157680U CN 207776488 U CN207776488 U CN 207776488U
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- CN
- China
- Prior art keywords
- plate
- reinforcing member
- anchor bolts
- connection sheet
- chemical anchor
- Prior art date
- 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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Abstract
The utility model discloses one kind reinforcing beam column construction for building, its key points of the technical solution are that the Vierendeel girder includes beam stake and back, beam stake one end is connect with back, the beam stake is equipped with the first reinforcing member, back is equipped with the second reinforcing member, support link is equipped between first reinforcing member and the second reinforcing member, the second reinforcing member number is two on the back, cladding plate is equipped between two the second reinforcing members, the cladding plate is equipped with warp plate and weft plate, the warp plate and weft plate cross arrangement, the warp plate and weft plate infall are equipped with the first chemical anchor bolts, back bottom is equipped with the first steel plate, what the utility model aim was to provide a kind of high intensity reinforces beam column construction for building.
Description
Technical field
The utility model is related to a kind of technical field of building construction, more specifically, it relates to which a kind of reinforce for building
Beam column construction.
Background technology
It is general the processing in any later stage to be carried out to beam column after construction, but be susceptible to, because periphery is built
Build basement excavation not safeguard, this building beam column node caused to go out drawing crack, it is serious will have a direct impact on beam column intensity itself with
And the high-risk degree problem of beams of concrete, Column border node core space rupture failure.
Utility model content
Add for building in view of the deficienciess of the prior art, the purpose of this utility model is to provide a kind of high intensity
Gu beam column construction.
To achieve the above object, the utility model provides following technical solution：One kind reinforcing beam column construction for building,
Including Vierendeel girder, it is characterized in that：The Vierendeel girder includes beam stake and back, and beam stake one end is connect with back, is set in the beam stake
There are the first reinforcing member, back to be equipped with the second reinforcing member, support link be equipped between first reinforcing member and the second reinforcing member,
The second reinforcing member number is two on the back, is equipped with cladding plate between two the second reinforcing members, the cladding plate is equipped with
Warp plate and weft plate, the warp plate and weft plate cross arrangement, the warp plate and weft plate infall are equipped with first and change
Anchor bolt is learned, back bottom is equipped with the first steel plate, and first reinforcing member includes the first wrap sheet of U-shaped, first wrap sheet
Including the first connection sheet, the second connection sheet and the first intermediate, the first intermediate be placed in the first connection sheet and the second connection sheet it
Between, it is equipped with the second chemical anchor bolts in first connection sheet and the second connection sheet, first is cased with outside second chemical anchor bolts
Steel tabletting, second chemical anchor bolts are outer to be fixedly connected by the first nut, and the second steel tabletting is equipped in first intermediate,
First intermediate is equipped with the third chemical anchor bolts through the first intermediate and the second steel tabletting, the third chemical anchor bolts
It is externally provided with the second nut；
Second reinforcing member includes the second wrap sheet of U-shaped, and second wrap sheet includes third connection sheet, the 4th company
Contact pin and the second intermediate, the second intermediate are placed between third connection sheet and the 4th connection sheet, the third connection sheet and
It is equipped with the 4th chemical anchor bolts in four connection sheets, third steel tabletting, the 4th chemical anchors are cased with outside the 4th chemical anchor bolts
Bolt is outer to be fixedly connected by third nut, the 4th steel tabletting is equipped in second intermediate, second intermediate is equipped with
Through the 5th chemical anchor bolts of the second intermediate and the 4th steel tabletting, the 5th chemical anchor bolts are externally provided with the 4th nut.
By using above-mentioned technical proposal, by the cooperation of beam stake and back, the first reinforcing member is equipped in beam stake, and
Second reinforcing member is set on back, and by being equipped with support link between the first reinforcing member and the second reinforcing member, utilizes inclination
Support link carry out support processed, can solve the problems, such as shear transfer, to improve bearing capacity, and play oblique branch
Support also ensures its integral strength simultaneously, then coordinates cladding plate, and the cladding plate is equipped with warp plate and weft plate, the warp
Plate and weft plate cross arrangement, the warp plate and weft plate infall are equipped with the first chemical anchor bolts, and back bottom is equipped with first
Steel plate carries out intersection cooperation using warp plate and weft plate, reaches external enhancing, then pass through the cooperation of the first chemical anchor bolts, energy
The effect by interior extraction by external force is enough played, while improving integral strength, ensure that the bearing capacity of its anti-shearing force, then pass through
The setting of first reinforcing member and the second reinforcing member is arranged in beam stake and back, a part play the role of support it is fixed, pass through
Also the first reinforcing member and the second reinforcing member are utilized, bearing capacity is improved, is added in first using the first connection sheet and the second connection sheet
Between piece beam stake is coated, be then fixed by the second chemical anchor bolts and third chemical anchor bolts and play the role of gravitation, with
It closes the first external steel tabletting and the second steel tabletting carries out the peptizaiton of surface reinforcement and power, improve whole bearing capacity,
Integral strength is improved, the principle of the second reinforcing member is identical as the principle of the first reinforcing member, while also cooperation cladding plate is further
Whole anti-shearing force is improved, and then improves the intensity of total bearing capacity.
The utility model is further arranged to：The support link both ends are equipped with the groove of V-shaped, and the bottom portion of groove is in
Arc-shaped.
By using above-mentioned technical proposal, first by the groove of the V-shaped at both ends, when stress, can pass through
One end stress point carries out at the separated guiding to power to intermediate connecting rod, then carries out point of power by the groove of the other end again
It dissipates, to reach the raising of its bearing capacity, in the setting plus bottom portion of groove arc-shaped, internal arc stress can be played, in arc
When shape stress, the bearing capacity of itself is improved, and then reaches and improves whole bearing capacity, ensures integral strength.
Description of the drawings
Fig. 1 is the structural schematic diagram of the utility model embodiment.
Fig. 2 is the first reinforcing member structural schematic diagram of the utility model embodiment.
Fig. 3 is the second reinforcing member structural schematic diagram of the utility model embodiment.
Specific implementation mode
The utility model embodiment is described further referring to figs. 1 to Fig. 3.
One kind reinforcing beam column construction, including Vierendeel girder for building, it is characterized in that：The Vierendeel girder includes 201 He of beam stake
Back 101,201 one end of beam stake are connect with back 101, and the beam stake 201 is equipped with the first reinforcing member 401, and back 101 is equipped with
Second reinforcing member 301 is equipped with support link 501, the back 101 between first reinforcing member, 401 and second reinforcing member 301
301 numbers of upper second reinforcing member are two, and cladding plate is equipped between two the second reinforcing members 301, and the cladding plate is equipped with warp
Line plate 601 and weft plate 602,602 cross arrangement of the warp plate 601 and weft plate, the warp plate 601 and weft plate 602
Infall is equipped with the first chemical anchor bolts 603, and 101 bottom of back is equipped with the first steel plate 604, and first reinforcing member 401 includes U-shaped
The first wrap sheet, first wrap sheet includes the first connection sheet 701, the second connection sheet 702 and the first intermediate 703, the
One intermediate 703 is placed between the first connection sheet 701 and the second connection sheet 702, first connection sheet, 701 and second connection sheet
It is equipped with the second chemical anchor bolts 704 on 702, the first steel tabletting 705 is cased with outside second chemical anchor bolts 704, described second changes
It learns and is fixedly connected by the first nut 706 outside anchor bolt 704, the second steel tabletting 708 is equipped in first intermediate 703, it is described
First intermediate 703 is equipped with the third chemical anchor bolts 707 through the first intermediate 703 and the second steel tabletting 708, the third
Chemical anchor bolts 707 are externally provided with the second nut 709；
Second reinforcing member 301 includes the second wrap sheet of U-shaped, second wrap sheet include third connection sheet 801,
4th connection sheet 802 and the second intermediate 803, the second intermediate 803 be placed in third connection sheet 801 and the 4th connection sheet 802 it
Between, the 4th chemical anchor bolts 804, the 4th chemical anchor bolts are equipped in 801 and the 4th connection sheet 802 of the third connection sheet
Third steel tabletting 805 is cased with outside 804, the 4th chemical anchor bolts 804 are outer to be fixedly connected by third nut 806, and described second
The 4th steel tabletting 808 is equipped in intermediate 803, second intermediate 803, which is equipped with, runs through the second intermediate 803 and the 4th steel
5th chemical anchor bolts 807 of tabletting 808, the 5th chemical anchor bolts 807 are externally provided with the 4th nut 809.
By using above-mentioned technical proposal, by the cooperation of beam stake 201 and back 101, add equipped with first in beam stake 201
Second reinforcing member 301 is set on firmware 401 and back 101, and by the first reinforcing member 401 and the second reinforcing member 301 it
Between be equipped with support link 501, carry out support processed using inclined support link 501, can solve the problems, such as shear transfer, from
And bearing capacity is improved, and skewed horizontal load is played, also ensure its integral strength simultaneously, then coordinate cladding plate, the cladding plate
It is equipped with warp plate 601 and weft plate 602,602 cross arrangement of the warp plate 601 and weft plate, the warp plate 601 and latitude
602 infall of line plate is equipped with the first chemical anchor bolts 603, and 101 bottom of back is equipped with the first steel plate 604, utilizes warp plate 601 and latitude
Line plate 602 carries out intersection cooperation, reaches external enhancing, then by the cooperation of the first chemical anchor bolts 603, can play by external force by
The effect of interior extraction ensure that the bearing capacity of its anti-shearing force, then pass through the first reinforcing member 401 while improving integral strength
With the setting of the second reinforcing member 301, be arranged in beam stake 201 and back 101, a part play the role of support it is fixed, pass through
Also the first reinforcing member 401 and the second reinforcing member 301 are utilized, bearing capacity is improved, utilizes the first connection sheet 701 and the second connection sheet
702 coat beam stake 201 plus the first intermediate 703, then by the second chemical anchor bolts 704 and third chemical anchor bolts 707 into
Gravitation is played the role of in row fixation, and surface reinforcement and power are carried out coordinating the first external steel tabletting 705 and the second steel tabletting 708
Peptizaiton, improve whole bearing capacity, improve integral strength, the principle of the second reinforcing member 301 and the first reinforcing member 401
Principle it is identical, while also cooperation cladding plate further improves whole anti-shearing force, and then improves the strong of total bearing capacity
Degree.
The utility model is further arranged to：501 both ends of the support link are equipped with the groove 502 of V-shaped, the groove
502 bottoms are in arc-shaped.
By using above-mentioned technical proposal, pass through the groove 502 of the V-shaped at both ends, when stress, Neng Goutong first
It crosses at the separated guiding to intermediate connecting rod that one end stress point is carried out to power, power is then carried out by the groove of the other end 502 again
Dispersion, to reach the raising of its bearing capacity, in the setting plus 502 bottom arc-shaped of groove, can play internal arc by
Power improves the bearing capacity of itself when arc stress, and then reaches and improve whole bearing capacity, ensures integral strength.
The above is only the preferred embodiment of the present invention, is not intended to limit the utility model, the skill of this field
Art personnel carry out common variations and alternatives within the scope of technical solutions of the utility model should be included in the guarantor of the utility model
It protects in range.
Claims (2)
1. one kind reinforcing beam column construction, including Vierendeel girder for building, it is characterized in that：The Vierendeel girder includes beam stake and back,
Beam stake one end is connect with back, and the beam stake is equipped with the first reinforcing member, and back is equipped with the second reinforcing member, and described first reinforces
Support link is equipped between part and the second reinforcing member, the second reinforcing member number is two on the back, two the second reinforcing members
Between be equipped with cladding plate, the cladding plate is equipped with warp plate and weft plate, and the warp plate and weft plate cross arrangement are described
Warp plate and weft plate infall are equipped with the first chemical anchor bolts, and back bottom is equipped with the first steel plate, and first reinforcing member includes U
First wrap sheet of shape, first wrap sheet include the first connection sheet, the second connection sheet and the first intermediate, the first intermediate
It is placed between the first connection sheet and the second connection sheet, the second chemical anchors is equipped in first connection sheet and the second connection sheet
Bolt, second chemical anchor bolts are cased with the first steel tabletting outside, and second chemical anchor bolts are outer to be fixedly connected by the first nut, institute
It states and is equipped with the second steel tabletting in the first intermediate, first intermediate is equipped with through the first intermediate and the second steel tabletting
Third chemical anchor bolts, the third chemical anchor bolts are externally provided with the second nut；
Second reinforcing member includes the second wrap sheet of U-shaped, and second wrap sheet includes third connection sheet, the 4th connection sheet
With the second intermediate, the second intermediate is placed between third connection sheet and the 4th connection sheet, and the third connection sheet and the 4th connects
It is equipped with the 4th chemical anchor bolts in contact pin, is cased with third steel tabletting outside the 4th chemical anchor bolts, outside the 4th chemical anchor bolts
It is fixedly connected by third nut, the 4th steel tabletting is equipped in second intermediate, second intermediate, which is equipped with, to be run through
5th chemical anchor bolts of the second intermediate and the 4th steel tabletting, the 5th chemical anchor bolts are externally provided with the 4th nut.
2. it is according to claim 1 a kind of for building reinforcing beam column construction, it is characterized in that：The support link both ends are set
It is in arc-shaped to have the groove of V-shaped, the bottom portion of groove.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201820157680.1U CN207776488U (en) | 2018-01-30 | 2018-01-30 | One kind reinforcing beam column construction for building |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201820157680.1U CN207776488U (en) | 2018-01-30 | 2018-01-30 | One kind reinforcing beam column construction for building |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN207776488U true CN207776488U (en) | 2018-08-28 |
Family
ID=63212039
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201820157680.1U Expired - Fee Related CN207776488U (en) | 2018-01-30 | 2018-01-30 | One kind reinforcing beam column construction for building |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN207776488U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108979197A (en) * | 2018-09-04 | 2018-12-11 | 南京林业大学 | A kind of bamboo wood reinforcing wood beam flexural member and manufacturing method |
-
2018
- 2018-01-30 CN CN201820157680.1U patent/CN207776488U/en not_active Expired - Fee Related
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108979197A (en) * | 2018-09-04 | 2018-12-11 | 南京林业大学 | A kind of bamboo wood reinforcing wood beam flexural member and manufacturing method |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20180828 Termination date: 20200130 |
|
| CF01 | Termination of patent right due to non-payment of annual fee |