CN208686134U - A kind of ruggedized construction for reinforced concrete girder slab - Google Patents
A kind of ruggedized construction for reinforced concrete girder slab Download PDFInfo
- Publication number
- CN208686134U CN208686134U CN201820888873.4U CN201820888873U CN208686134U CN 208686134 U CN208686134 U CN 208686134U CN 201820888873 U CN201820888873 U CN 201820888873U CN 208686134 U CN208686134 U CN 208686134U
- Authority
- CN
- China
- Prior art keywords
- reinforced concrete
- steel
- web
- frame beam
- angle
- 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.)
- Active
Links
- 239000011150 reinforced concrete Substances 0.000 title claims abstract description 26
- 238000010276 construction Methods 0.000 title claims abstract description 8
- 229910000831 Steel Inorganic materials 0.000 claims abstract description 32
- 239000010959 steel Substances 0.000 claims abstract description 32
- 239000000853 adhesive Substances 0.000 claims abstract description 7
- 230000001070 adhesive effect Effects 0.000 claims abstract description 7
- 239000000203 mixture Substances 0.000 claims abstract description 3
- 239000004836 Glue Stick Substances 0.000 claims description 2
- 239000004567 concrete Substances 0.000 claims 1
- 230000000694 effects Effects 0.000 abstract description 5
- 230000003014 reinforcing effect Effects 0.000 abstract description 4
- 238000007596 consolidation process Methods 0.000 abstract description 3
- 230000002787 reinforcement Effects 0.000 description 4
- 230000007812 deficiency Effects 0.000 description 2
- 238000000034 method Methods 0.000 description 2
- 238000005728 strengthening Methods 0.000 description 2
- 102220503159 Secretagogin_M24C_mutation Human genes 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 235000013399 edible fruits Nutrition 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
Landscapes
- Bridges Or Land Bridges (AREA)
- Rod-Shaped Construction Members (AREA)
- Joining Of Building Structures In Genera (AREA)
Abstract
The utility model discloses a kind of ruggedized construction for reinforced concrete girder slab, it include frame beam, reinforced concrete floor, using adhesive bonds and to the U-lag steel wearing bolt and being anchored on frame beam, it is bonded in the board bottom of reinforced concrete floor and the components composition such as the web-angle that is anchored at simultaneously on beam with U-lag steel；U-lag steel and the globality between steel plate and reinforced beam is enhanced to the use for wearing bolt, the setting of web-angle enables the stress of reinforced concrete floor to be more effectively transferred to frame beam, to enable floor more effectively to be reinforced simultaneously, the globality between steel member, reinforced concrete floor and frame beam is enhanced, consolidation effect is significantly increased with traditional reinforcing mode.
Description
Technical field
The utility model belongs to Structures Reinforced Technique field more particularly to a kind of adding for reinforced concrete girder slab
Fixing structure.
Background technique
When the floor area load of building needs to increase or need to be repaired because of damage, floor and Vierendeel girder must just be carried out
Reinforce, and reinforcement operation can only carry out in soffit to the crawl space between furred ceiling in many situations, tradition for
The reinforcement means of reinforced concrete girder slab usually solely uses the Scheme of Strengthening of dead burning plate, i.e., using adhesive respectively by steel
The place of reinforcing needed for plate is pasted onto beam, plate.Its effect of this reinforcing mode is not only easy to be influenced by local climate, and reinforces effect
Fruit is weak, cannot efficiently solve the problem of strengthening floor slab rigidity deficiency.
For above-mentioned tradition for the deficiency of the reinforcement means of reinforced concrete girder slab, it is proposed that a kind of utility model technology
Scheme, it may be considered that under beam using U-lag steel with frame beam reinforced to wearing bolt cooperation adhesive, and using web
Angle steel stretches out both wings from the two sides of beam and holds floor, in this way while reinforcing beam, reduces the computational length of floor, from
And floor is reinforced, consolidation effect also further increases.
Summary of the invention
To achieve the above object, a kind of the technical solution adopted in the utility model are as follows: adding for reinforced concrete girder slab
Fixing structure, include frame beam, reinforced concrete floor, U-lag steel, web-angle, to wear the components such as bolt composition；Institute
Stating U-lag steel utilizes adhesive bonds on frame beam；The web-angle is set to U-lag steel two sides, reinforced concrete
Tulou plate and frame beam junction, using adhesive bonds in the board bottom of reinforced concrete floor and U-lag steel two sides；
Bolt-through web-angle, U-lag steel and frame beam three is worn for described pair to anchor.
Preferably, the U-lag steel, web-angle its with a thickness of 3-6mm.
Preferably, it is C grade bolt that described pair, which is worn bolt,.
Preferably, described pair is worn bolt and is divided into 300-500mm being parallel between beam side is set up.
It uses the beneficial effects of the utility model are: U-lag steel is used to connect frame beam and the effective of steel member
Contacting surface product dramatically increases compared with using single steel plate；U-lag steel and frame beam are more enhanced to the setting for wearing bolt
Globality, consolidation effect is obviously improved；The setting of web-angle reduces the computational length of floor, but also reinforced concrete
The stress of Tulou plate can be more effectively transferred to reinforced beam, so that floor be enable more effectively to be reinforced simultaneously.
Detailed description of the invention
FIG. 1 is a schematic structural view of the utility model.
Wherein: 1 is reinforced concrete floor, and 2 be frame beam, and 3 be U-shaped steel plate, and 4 be web-angle, and 5 is to wearing spiral shell
Bolt.
Specific embodiment
Further to illustrate the utility model, it is described further now in conjunction with attached drawing 1.
Refering to fig. 1, a kind of ruggedized construction for reinforced concrete girder slab includes reinforced concrete floor 1, Vierendeel girder
Component 2, U-lag steel 3, web-angle 4, to wear bolt 5 form；The U-lag steel 3 is using adhesive bonds in frame beam
On 2；The web-angle 4 is set to 3 two sides of U-lag steel, reinforced concrete floor 1 and 2 junction of frame beam, utilizes glue
Stick is bonded in the board bottom of reinforced concrete floor 1 and the two sides of U-lag steel 3；Described pair is worn bolt 5 through web-angle 4, U
Shape channel steel 3 and 2 three of frame beam anchor.
In specific implementation, the U-lag steel 3, web-angle 4 its with a thickness of 5mm；It is M24C grades of spiral shells that described pair, which is worn bolt 5,
Bolt；Described pair wear bolt 5 be divided into 400mm being parallel between beam side is set up.
Claims (4)
1. a kind of ruggedized construction for reinforced concrete girder slab, it is characterised in that: the structure includes frame beam, steel
Bar concrete floor, U-lag steel, web-angle, to wear bolt composition, the U-lag steel using adhesive bonds in Vierendeel girder
On component；The web-angle is set to U-lag steel two sides, reinforced concrete floor and frame beam junction, utilizes glue
Stick is bonded in the board bottom and U-lag steel two sides of reinforced concrete floor；Described pair is worn bolt-through web-angle, U-lag
Steel and frame beam three anchor.
2. a kind of ruggedized construction for reinforced concrete girder slab according to claim 1, it is characterised in that: the U-shaped
Channel steel, web-angle its with a thickness of 3-6mm.
3. a kind of ruggedized construction for reinforced concrete girder slab according to claim 1, it is characterised in that: described pair is worn
Bolt is C grade bolt.
4. a kind of ruggedized construction for reinforced concrete girder slab according to claim 1, it is characterised in that: described pair is worn
Bolt is divided into 300-500mm being parallel between beam side is set up.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201820888873.4U CN208686134U (en) | 2018-06-08 | 2018-06-08 | A kind of ruggedized construction for reinforced concrete girder slab |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201820888873.4U CN208686134U (en) | 2018-06-08 | 2018-06-08 | A kind of ruggedized construction for reinforced concrete girder slab |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN208686134U true CN208686134U (en) | 2019-04-02 |
Family
ID=65878217
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201820888873.4U Active CN208686134U (en) | 2018-06-08 | 2018-06-08 | A kind of ruggedized construction for reinforced concrete girder slab |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN208686134U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111236689A (en) * | 2020-03-13 | 2020-06-05 | 俞帆 | Steel structure node reinforcing method for assembly type building |
-
2018
- 2018-06-08 CN CN201820888873.4U patent/CN208686134U/en active Active
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111236689A (en) * | 2020-03-13 | 2020-06-05 | 俞帆 | Steel structure node reinforcing method for assembly type building |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN102635060B (en) | Concrete hollow slab bridge reinforced by transverse steel beams | |
| CN102587681B (en) | Building reinforced structure and reinforcing method | |
| CN104264594B (en) | A kind of self-balancing tied arch system for improving PSC continuous box girder bridge bearing ability and the method using it to reinforce | |
| CN102758494B (en) | Composite steel plate shear wall with angle steel | |
| CN103643634B (en) | Concrete-filled steel tubes arch bridge arch springing anchor structure | |
| CN105464399A (en) | Prefabricated checkered plate steel truss strengthening reinforced concrete frame beam structure and strengthening method | |
| CN106863556A (en) | A kind of wallboard frame, frame mould and combinations thereof | |
| CN208686134U (en) | A kind of ruggedized construction for reinforced concrete girder slab | |
| CN104631318A (en) | Bridge deck slab transverse unequal-strength steel-concrete combined bridge deck system and construction method thereof | |
| CN103615069A (en) | Trussed steel rib concrete coupling beam | |
| CN203129623U (en) | Composite strengthening structure for building | |
| CN207538500U (en) | A kind of embedded U-shaped end umbrella FRP tendons shearing concrete T beams | |
| CN203080744U (en) | Steel plate and high-strength concrete combination shear wall | |
| CN201962604U (en) | Fiber reinforce plastic (FRP) combined plate | |
| CN206693661U (en) | A kind of novel carbon fiber cloth beam reinforcement structure | |
| CN104895345B (en) | Based on building progressive collapse-resisting hardened system and the method for FRP cloth material | |
| CN206245775U (en) | Externally-adhered pre-tensioned FRP reinforcing beam, plate or combined structure thereof | |
| RU117474U1 (en) | WOODEN BEAM | |
| CN110284725A (en) | A kind of reinforced concrete frame node negative moment of girder assembly steel construction and its reinforcement means | |
| CN202787563U (en) | Combined steel plate shear wall | |
| CN209603530U (en) | A kind of reinforced beam composite reinforcing structure | |
| CN208219861U (en) | A kind of bolumn cap connection reinforced contignation | |
| CN207974555U (en) | A kind of building structure strengthening device | |
| CN207073300U (en) | A kind of power consumption that Shear Strengthening is carried out to concrete component aids in cushion block | |
| CN207672406U (en) | Setback steel web concrete beam |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| TR01 | Transfer of patent right | ||
| TR01 | Transfer of patent right |
Effective date of registration: 20190826 Address after: 530012 No. 1801, 18th Floor, Block C, Sun Square, 59 Xinmin Road, Xingning District, Nanning City, Guangxi Patentee after: Guangxi Yuan Chang bridges in highway engineering company limited Address before: 530012 Jiao 2, 48 Xinmin Road, Xingning District, Nanning City, Guangxi Zhuang Autonomous Region, 6 1401 Rooms Patentee before: Chen Xiangjin |
|
| TR01 | Transfer of patent right | ||
| TR01 | Transfer of patent right |
Effective date of registration: 20200415 Address after: 530012 No. 901, unit a, building B, Nanhu Mingdu Plaza, No. 30, Shuangyong Road, Qingxiu District, Nanning City, Guangxi Zhuang Autonomous Region Patentee after: Guangxi Yuanchang port and Waterway Engineering Co., Ltd Address before: 530012 No. 1801, 18th Floor, Block C, Sun Square, 59 Xinmin Road, Xingning District, Nanning City, Guangxi Patentee before: GUANGXI YUANCHANG ROAD & BRIDGE ENGINEERING Co.,Ltd. |
|
| TR01 | Transfer of patent right | ||
| TR01 | Transfer of patent right |
Effective date of registration: 20210226 Address after: No. 1801, 18th floor, block C, Sun Plaza, No. 59, Xinmin Road, Xingning District, Nanning City, Guangxi Zhuang Autonomous Region, 530012 Patentee after: GUANGXI YUANCHANG ROAD & BRIDGE ENGINEERING Co.,Ltd. Address before: 530012 No. 901, unit a, building B, Nanhu Mingdu Plaza, No. 30, Shuangyong Road, Qingxiu District, Nanning City, Guangxi Zhuang Autonomous Region Patentee before: Guangxi Yuanchang port and Waterway Engineering Co.,Ltd. |