CN109537453A - Low clearance groove profile steel reinforced concrete combination beam - Google Patents
Low clearance groove profile steel reinforced concrete combination beam Download PDFInfo
- Publication number
- CN109537453A CN109537453A CN201811550952.5A CN201811550952A CN109537453A CN 109537453 A CN109537453 A CN 109537453A CN 201811550952 A CN201811550952 A CN 201811550952A CN 109537453 A CN109537453 A CN 109537453A
- Authority
- CN
- China
- Prior art keywords
- steel
- reinforced concrete
- floorings
- diaphragm plate
- web
- 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.)
- Pending
Links
Classifications
-
- E—FIXED CONSTRUCTIONS
- E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
- E01D—CONSTRUCTION OF BRIDGES, ELEVATED ROADWAYS OR VIADUCTS; ASSEMBLY OF BRIDGES
- E01D19/00—Structural or constructional details of bridges
- E01D19/12—Grating or flooring for bridges; Fastening railway sleepers or tracks to bridges
- E01D19/125—Grating or flooring for bridges
-
- E—FIXED CONSTRUCTIONS
- E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
- E01D—CONSTRUCTION OF BRIDGES, ELEVATED ROADWAYS OR VIADUCTS; ASSEMBLY OF BRIDGES
- E01D2/00—Bridges characterised by the cross-section of their bearing spanning structure
-
- E—FIXED CONSTRUCTIONS
- E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
- E01D—CONSTRUCTION OF BRIDGES, ELEVATED ROADWAYS OR VIADUCTS; ASSEMBLY OF BRIDGES
- E01D2101/00—Material constitution of bridges
- E01D2101/20—Concrete, stone or stone-like material
- E01D2101/24—Concrete
- E01D2101/26—Concrete reinforced
-
- E—FIXED CONSTRUCTIONS
- E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
- E01D—CONSTRUCTION OF BRIDGES, ELEVATED ROADWAYS OR VIADUCTS; ASSEMBLY OF BRIDGES
- E01D2101/00—Material constitution of bridges
- E01D2101/30—Metal
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Bridges Or Land Bridges (AREA)
Abstract
The disclosure provides a kind of low clearance groove profile steel reinforced concrete combination beam, comprising: T-steel beam, quantity are at least 2, and the steel edge of a wing of 2 adjacent T-steel beams is connected with each other；And floorings, configuration are vertical with the web of T-steel beam to connect in the top of T-steel beam；Wherein, web one end of T-steel beam is tooth-shape structure, and tooth-shape structure is located inside floorings.
Description
Technical field
This disclosure relates to beam bridge field more particularly to a kind of low clearance groove profile steel reinforced concrete combination beam.
Background technique
Steel reinforced concrete combination beam, which refers to, passes through connector (shear connector) and reinforced concrete bridge deck by exposed girder steel or steel truss girder
Beam bridge made of board group is closed.Common steel reinforced concrete combination beam has i-shape steel beam to be composed with armoured concrete slab.For across footpath
Bigger, bridge floor then mostly uses the steel reinforced concrete combination beam of box-type section than wider bridge.Steel reinforced concrete group of the steel truss girder as steel girder
The steel reinforced concrete combination beam that beam principle is similar to I-shaped and steel beam with box shape is closed, but in structural behaviour then more than first two span ability
Greatly, overall stiffness is bigger, be suitble in, the humanoid bridge of the highway bridge of large span and Medium Span.Connector (shear connector) usually divides
For the forms such as welding WELDING STUDS, perforated panel and structural steel connecting member, be girder steel is grouped together with armoured concrete slab cooperate with by
The key component of power.Manufacture and installation for steel reinforced concrete combination beam, i-shape steel beam are typically employed in factory's manufacture, transport to scene
The scheme installed, small-sized steel beam with box shape uses suitable bridge to segmented manufacture, transports field erected method, for wider
Multicell steel box-girder then direction across bridge also wants separately manufacturing, transport and carry out assembled integral scheme in situ after bridge site.Reinforcing bar is mixed
Solidifying soil floorings can be used take template after cast in situs, health method, prefabricated chunk can also be used, be carried out after bridge location installation
The pouring of post-cast strip or notch concrete, health, through shear connector in conjunction with girder steel.
For the section of above-mentioned various combination beams, span centre area girder steel top flange is located at compressive region in the case of simple bending,
The characteristic that steel cannot be given full play to, considers from economy, not as good as all using concrete structure.Connector is used as so that steel
Beam and concrete slab are combined into the crucial primary structure member an of entirety, need to be welded to connect with girder steel, either weld
WELDING STUDS or structural steel connecting member are connect, the direct quality of weld seam influences the stress and safety of structure between connector and girder steel, because
This needs does special welding procedure qualification test, it is also desirable to carry out a certain proportion of destructive testing after welding, such as cut
The procedure qualification of power nail welding and postwelding bending (the curved 30 ° of weld seam flawlesses of hammering) test etc., will expend certain man power and material,
Construction speed may also be extended.
Summary of the invention
In order to solve at least one above-mentioned technical problem, the disclosure provides a kind of with enough bearing capacitys and span ability
Low clearance groove profile steel reinforced concrete combination beam, the construction suitable for small across footpath highway bridge, foot bridge and city overhead pedestrian crossing.
According to one aspect of the disclosure, low clearance groove profile steel reinforced concrete combination beam includes:
T-steel beam, quantity are at least 2, and the steel edge of a wing of 2 adjacent T-steel beams is connected with each other；And
Floorings, configuration are vertical with the web of T-steel beam to connect in the top of T-steel beam；
Wherein, web one end of T-steel beam is tooth-shape structure, and tooth-shape structure is located inside floorings.
According at least one embodiment of the disclosure,
T-steel beam is obtained by cutting open the web of H profile steel with teeth outline from middle line；
The web of H profile steel is cut open from middle line with teeth outline and obtains 2 T-steel beams, web one end of each T-steel beam
For tooth-shape structure.
According at least one embodiment of the disclosure,
Using the double V groove butt weld connections of single side between the steel edge of a wing of 2 adjacent T-steel beams.
According at least one embodiment of the disclosure,
There is diaphragm plate between 2 adjacent T-steel beams；
The quantity of diaphragm plate is at least 1；
Diaphragm plate bottom is connect with the steel edge of a wing of 2 adjacent T-steel beams, the two sides of diaphragm plate respectively with 2 adjacent T
The web of section steel beam connects；
Diaphragm plate between adjacent 2 T-steel beams and 2 adjacent T-steel beams forms groove profile girder steel.
According at least one embodiment of the disclosure,
T-steel beam and diaphragm plate use non-weather-proof Steel material；
The surface of the T-steel beam contacted with floorings, and the surface of diaphragm plate contacted with floorings, by sanding and
Cleaning processing；
The surface of the T-steel beam contactless with floorings, and the surface of the diaphragm plate contactless with floorings, by beating
Sand, cleaning and japanning processing.
According at least one embodiment of the disclosure,
T-steel beam and diaphragm plate use weather-proof Steel material；
The surface of T-steel beam and the surface of diaphragm plate are handled by sanding and cleaning；
After the combination installation of T-steel beam, diaphragm plate and floorings, repeatedly sprinkles water and be dried.
According at least one embodiment of the disclosure,
Floorings are reinforced concrete bridge deck plate；
The reinforcing bar direction across bridge of floorings is fixed on groove profile girder steel.
According at least one embodiment of the disclosure, the preparation method of floorings includes:
Assembling reinforcement prepares steel reinforcement cage；
The bed die of floorings is installed based on groove profile girder steel；
Spacer bar cage is lifted, reinforcing bar direction across bridge is fixed on groove profile girder steel；And
Based on steel reinforcement cage and counterdie, casting concrete forms reinforced concrete bridge deck plate.
According at least one embodiment of the disclosure,
By way of plasma cut, the web of H profile steel is cut open from middle line with uniform teeth outline, obtains 2 T
Section steel beam, web one end of each T-steel beam are equally distributed tooth-shape structure.
According at least one embodiment of the disclosure,
Low clearance groove profile steel reinforced concrete combination beam is segmentation prefabricated component.
Detailed description of the invention
Attached drawing shows the illustrative embodiments of the disclosure, and it is bright together for explaining the principles of this disclosure,
Which includes these attached drawings to provide further understanding of the disclosure, and attached drawing is included in the description and constitutes this
Part of specification.
Fig. 1 is the organigram according to the low clearance groove profile steel reinforced concrete combination beam of at least one embodiment of the disclosure.
Fig. 2 is illustrated according to the broken section of the low clearance groove profile steel reinforced concrete combination beam of at least one embodiment of the disclosure
Figure.
Fig. 3 is the T-steel beam process schematic diagram according at least one embodiment of the disclosure.
Fig. 4 is the groove profile steel beam structure schematic diagram according at least one embodiment of the disclosure.
Fig. 5 is the T-steel joist steel edge of a wing welding manner schematic diagram according at least one embodiment of the disclosure.
Specific embodiment
The disclosure is described in further detail with embodiment with reference to the accompanying drawing.It is understood that this place
The specific embodiment of description is only used for explaining related content, rather than the restriction to the disclosure.It also should be noted that being
Convenient for description, part relevant to the disclosure is illustrated only in attached drawing.
It should be noted that in the absence of conflict, the feature in embodiment and embodiment in the disclosure can
To be combined with each other.The disclosure is described in detail below with reference to the accompanying drawings and in conjunction with embodiment.
The disclosure provides a kind of low clearance groove profile steel-concrete combination beam with enough bearing capacitys and span ability
Structural form, can easily and efficiently it is prefabricated suitable for small across footpath highway bridge, foot bridge and city overhead pedestrian crossing low building
The steel reinforced concrete combination beam of height.
In an optional embodiment of the disclosure, low clearance groove profile steel reinforced concrete combination beam can be mill work, root
According to actual needs, sectional is prefabricated, lifts, is transported to construction ground, in-site installation after Cheng Liang.Low clearance groove profile steel reinforced concrete combination beam can
With using having multiple T-steel beams of tooth form web to be welded into groove profile, the steel flange edges of 2 adjacent T-steel beams are mutually interconnected
It connects.The tooth-shape structure outstanding being evenly arranged is as connector with combining in concrete slab on web.2 adjacent T
Diaphragm plate can be set between section steel beam, play the role of support positioning and reinforce monolithic stability.
Specifically, as shown in Figure 1, low clearance groove profile steel reinforced concrete combination beam includes T-steel beam 1, diaphragm plate 2 and floorings 3.It is excellent
Choosing, the quantity of T-steel beam 1 is 2, and one end of the web of each T-steel beam 1 is the tooth-shape structure being evenly arranged, such as Fig. 2 institute
Show.After T-steel beam 1, diaphragm plate 2 and the combination installation of floorings 3, the tooth-shape structure on web is directly combined with floorings 3, i.e. group
After closing installation, the tooth-shape structure on web is located at the inside of floorings 3.The tooth-shape structure on web is enabled to replace the welding such as shear connector
T-steel beam 1 is connect by connector by the tooth-shape structure with floorings 3, and such structural form can be to a certain extent
Reduce the welding sequence in work progress.Diaphragm plate 2 can be set between 2 adjacent T-steel beams 1, according to low clearance groove profile
Each section of length of steel reinforced concrete combination beam is different, and 1 or more, such as 2 can be set in the quantity of diaphragm plate 2.2 adjacent T
Section steel beam 1 and diaphragm plate 2 between the two collectively constitute groove profile girder steel.Groove profile girder steel is along bridge to configuration.Floorings 3 can be with
Using Reinforced Concrete Materials, the configuration of 3 direction across bridge of floorings is vertical with the web of 2 T-steel beams 1 in the top of groove profile girder steel
Connection.
In an optional embodiment of the disclosure, the preparation method of T-steel beam 1 is the following steps are included: selection is suitable
4 blanking of H profile steel of height, the web of H profile steel 4 is cut open from middle line with teeth outline, for example, the side for passing through plasma cut
The web of H profile steel 4 is cut open from middle line with uniform teeth outline, obtains 2 T-steel beams 1, as shown in figure 3, each T-type by formula
Web one end of girder steel 1 is equally distributed tooth-shape structure, and tooth form mutually staggers, and both can satisfy girder steel and concrete slab
3 requirement for height combined, in turn avoid the waste of steel.
In an optional embodiment of the disclosure, two 1 groups of T-steel beam for having tooth form web are welded together,
As the support construction of low clearance groove profile steel reinforced concrete combination beam, diaphragm plate 2 can also be increased between two T-steel beams 1 to support
Positioning, reinforces the overall stability of combination beam.Preferably, as shown in figure 4, configuring two between two sections of adjacent T-steel beams 1
The height of diaphragm plate 2, diaphragm plate 2 can be rationally arranged according to actual needs, what the bottom of each diaphragm plate 2 was welded together with group
The steel edges of a wing of 2 adjacent T-steel beams 1 connects, and the two sides of the diaphragm plate 2 then web with 2 adjacent T-steel beams 1 respectively
Connection.2 adjacent T-steel beams 1 and diaphragm plate 2 between the two group can be welded into groove profile girder steel jointly.Preferably, such as
Shown in Fig. 5, using the double V groove butt weld connections of single side between the steel edge of a wing of two T-steel beams 1.Diaphragm plate 2 and T-steel beam 1
Between can also connect by welding.
In an optional embodiment of the disclosure, the preparation method of floorings 3 is the following steps are included: firstly, binding
Reinforcing bar prepares steel reinforcement cage；Then, the bed die of floorings is installed based on groove profile girder steel；Spacer bar cage is lifted, by reinforcing bar cross
Bridge is to being fixed on above groove profile girder steel, specifically, reinforcing bar direction across bridge to be fixed on to tooth-shape structure top and the tooth form of groove profile girder steel
Between each tooth of structure；Limitation based on steel reinforcement cage and counterdie, casting concrete are prepared into steel bar concrete slab 3.Bridge
After panel 3 forms, the maintenance in certain time limit is carried out to it according to requirement of engineering, and demoulding processing is carried out after maintenance expires.
In an optional embodiment of the disclosure, groove profile girder steel (i.e. T-steel beam 1 and diaphragm plate 2) can use non-
Weather-proof Steel material.After simultaneously passed examination is completed in the welding of groove profile girder steel, after installation is combined with concrete slab 3, groove profile girder steel
Exposed surface portion can carry out sanding, cleaning and japanning processing.And with the part groove profile that is connected inside concrete slab 3
The surface of girder steel (i.e. the tooth-shape structure part of T-steel beam), and the surface of part diaphragm plate 2 contacted with floorings 3, can be with
Sanding and cleaning processing are only carried out in advance, safeguard procedures are taken to this part before other parts japanning, prevent coating dirty
Dye.
In an optional embodiment of the disclosure, groove profile girder steel can be using the weather-proof Steel material for exempting from coating.In slot
Section steel beam welding is completed and after passed examination, i.e. progress sanding and cleaning processing, is then combined installation with floorings 3.Or
After person combines installation with concrete slab 3, then sanding and cleaning are carried out to the exposed surface portion of groove profile girder steel.Finally, will
Groove profile girder steel and floorings 3 carry out watering and drying process repeatedly, for example, watering daily, dry at least three circulation,
Continue at least 60 days.
The low clearance groove profile steel reinforced concrete combination beam of the disclosure can form two tools using common H profile steel blanking, cutting
There is the T-steel beam of tooth-shape structure web, T-steel beam can eliminate welded connections, subtract directly in conjunction with concrete slab
Lack welding sequence, and reduced the steel edge of a wing for being located at compressive region, saves material.What disclosed technique scheme needed
Equipment is simple, and material loss is few, and concrete slab is combined into the beams of concrete of low clearance with welding groove section steel beam, can be in factory
Interior segmentation is prefabricated, and prefabrication process is simple, lifts, is transported to job location, in-site installation after Cheng Liang, for the rapid construction of needs
Urban Bridge, such as the steel reinforced concrete composite beam bridge of the low constructional heights such as small across footpath highway bridge or overhead pedestrian crossing has relatively strong
Practicability and operability.
It will be understood by those of skill in the art that above embodiment is used for the purpose of clearly demonstrating the disclosure, and simultaneously
Non- be defined to the scope of the present disclosure.For those skilled in the art, may be used also on the basis of disclosed above
To make other variations or modification, and these variations or modification are still in the scope of the present disclosure.
Claims (10)
1. a kind of low clearance groove profile steel reinforced concrete combination beam characterized by comprising
T-steel beam, quantity are at least 2, and the steel edge of a wing of 2 adjacent T-steel beams is connected with each other；And
Floorings, configuration are vertical with the web of the T-steel beam to connect in the top of the T-steel beam；
Wherein, web one end of the T-steel beam is tooth-shape structure, and the tooth-shape structure is located inside the floorings.
2. steel reinforced concrete combination beam according to claim 1, which is characterized in that
The T-steel beam is obtained by cutting open the web of H profile steel with teeth outline from middle line；
The web of H profile steel is cut open from middle line with teeth outline and obtains 2 T-steel beams, the web of each T-steel beam
One end is tooth-shape structure.
3. steel reinforced concrete combination beam according to claim 1 or claim 2, which is characterized in that
Using the double V groove butt weld connections of single side between the steel edge of a wing of 2 adjacent T-steel beams.
4. steel reinforced concrete combination beam according to claim 3, which is characterized in that
There is diaphragm plate between 2 adjacent T-steel beams；
The quantity of the diaphragm plate is at least 1；
The diaphragm plate bottom is connect with the steel edge of a wing of 2 adjacent T-steel beams, the two sides of the diaphragm plate respectively with it is adjacent
The web connection of 2 T-steel beams；
The diaphragm plate between adjacent 2 T-steel beams and 2 adjacent T-steel beams forms groove profile girder steel.
5. steel reinforced concrete combination beam according to claim 4, which is characterized in that
The T-steel beam and diaphragm plate use non-weather-proof Steel material；
The surface of the T-steel beam contacted with the floorings, and the table of the diaphragm plate contacted with the floorings
Face is handled by sanding and cleaning；
The surface of the contactless T-steel beam with the floorings, and the diaphragm plate contactless with the floorings
Surface, by sanding, cleaning and japanning handle.
6. steel reinforced concrete combination beam according to claim 4, which is characterized in that
The T-steel beam and diaphragm plate use weather-proof Steel material；
The surface of the T-steel beam and the surface of the diaphragm plate are handled by sanding and cleaning；
After the combination installation of the T-steel beam, the diaphragm plate and the floorings, repeatedly sprinkles water and be dried.
7. according to the steel reinforced concrete combination beam of claim 5 or 6, which is characterized in that
The floorings are reinforced concrete bridge deck plate；
The reinforcing bar direction across bridge of the floorings is fixed on the groove profile girder steel.
8. steel reinforced concrete combination beam according to claim 7, which is characterized in that the preparation method of the floorings includes:
Assembling reinforcement prepares steel reinforcement cage；
The bed die of the floorings is installed based on the groove profile girder steel；
Lifting positions the steel reinforcement cage, and reinforcing bar direction across bridge is fixed on the groove profile girder steel；And
Based on the steel reinforcement cage and counterdie, casting concrete forms reinforced concrete bridge deck plate.
9. steel reinforced concrete combination beam according to claim 2, which is characterized in that
By way of plasma cut, the web of H profile steel is cut open from middle line with uniform teeth outline, obtains 2 T
Section steel beam, web one end of each T-steel beam are equally distributed tooth-shape structure.
10. according to claim 1 to steel reinforced concrete combination beam described in any one of 9, which is characterized in that
The low clearance groove profile steel reinforced concrete combination beam is segmentation prefabricated component.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201811550952.5A CN109537453A (en) | 2018-12-18 | 2018-12-18 | Low clearance groove profile steel reinforced concrete combination beam |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201811550952.5A CN109537453A (en) | 2018-12-18 | 2018-12-18 | Low clearance groove profile steel reinforced concrete combination beam |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN109537453A true CN109537453A (en) | 2019-03-29 |
Family
ID=65855326
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201811550952.5A Pending CN109537453A (en) | 2018-12-18 | 2018-12-18 | Low clearance groove profile steel reinforced concrete combination beam |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN109537453A (en) |
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110080462A (en) * | 2019-05-05 | 2019-08-02 | 湘潭大学 | A kind of detachably prefabricated assembled steel-concrete composite beam and its construction method |
| CN112049008A (en) * | 2020-09-21 | 2020-12-08 | 湖南工学院 | Low-height groove-shaped steel-concrete composite beam and manufacturing method thereof |
| CN112049007A (en) * | 2020-09-21 | 2020-12-08 | 湖南工学院 | Channel steel-concrete composite beam and manufacturing method thereof |
| CN112195778A (en) * | 2020-09-22 | 2021-01-08 | 浙江大学 | Toughness combination bridge deck plate composed of T-shaped steel |
Citations (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN2876222Y (en) * | 2005-11-22 | 2007-03-07 | 南京工业大学 | New type steel-concrete composite beam |
| CN2893034Y (en) * | 2006-06-14 | 2007-04-25 | 北京建工一建工程建设有限公司 | Web plate open slot type inverted T shape steel and concrete combined beam |
| CN200940313Y (en) * | 2006-05-16 | 2007-08-29 | 南京工业大学 | Upper flange steel plate free type steel-concrete beam |
| KR101754301B1 (en) * | 2016-06-02 | 2017-07-06 | 김윤기 | Sequential binding type composite truss beam construction method |
| CN206599915U (en) * | 2017-03-23 | 2017-10-31 | 河海大学 | Open pore steel plate shear connector |
| CN207686136U (en) * | 2017-12-20 | 2018-08-03 | 山东交通学院 | A kind of steel-concrete composite beam for arranging multidirectional reinforcing bar |
| CN209836794U (en) * | 2018-12-18 | 2019-12-24 | 中交公路规划设计院有限公司 | Low-height groove-shaped steel-concrete composite beam |
-
2018
- 2018-12-18 CN CN201811550952.5A patent/CN109537453A/en active Pending
Patent Citations (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN2876222Y (en) * | 2005-11-22 | 2007-03-07 | 南京工业大学 | New type steel-concrete composite beam |
| CN200940313Y (en) * | 2006-05-16 | 2007-08-29 | 南京工业大学 | Upper flange steel plate free type steel-concrete beam |
| CN2893034Y (en) * | 2006-06-14 | 2007-04-25 | 北京建工一建工程建设有限公司 | Web plate open slot type inverted T shape steel and concrete combined beam |
| KR101754301B1 (en) * | 2016-06-02 | 2017-07-06 | 김윤기 | Sequential binding type composite truss beam construction method |
| CN206599915U (en) * | 2017-03-23 | 2017-10-31 | 河海大学 | Open pore steel plate shear connector |
| CN207686136U (en) * | 2017-12-20 | 2018-08-03 | 山东交通学院 | A kind of steel-concrete composite beam for arranging multidirectional reinforcing bar |
| CN209836794U (en) * | 2018-12-18 | 2019-12-24 | 中交公路规划设计院有限公司 | Low-height groove-shaped steel-concrete composite beam |
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110080462A (en) * | 2019-05-05 | 2019-08-02 | 湘潭大学 | A kind of detachably prefabricated assembled steel-concrete composite beam and its construction method |
| CN112049008A (en) * | 2020-09-21 | 2020-12-08 | 湖南工学院 | Low-height groove-shaped steel-concrete composite beam and manufacturing method thereof |
| CN112049007A (en) * | 2020-09-21 | 2020-12-08 | 湖南工学院 | Channel steel-concrete composite beam and manufacturing method thereof |
| CN112195778A (en) * | 2020-09-22 | 2021-01-08 | 浙江大学 | Toughness combination bridge deck plate composed of T-shaped steel |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN109537453A (en) | Low clearance groove profile steel reinforced concrete combination beam | |
| CN106758856B (en) | The construction method of the pretensioned prestressing corrugated steel web plate composite box girder of precast block | |
| CN205711743U (en) | A kind of steel concrete combined bridge deck of dry and wet seam | |
| CN100507150C (en) | Corrugated steel web box girder with steel-concrete combined board lower wing edges | |
| CN106638304A (en) | UHPC-common-concrete-lamination composite bridge-deck-slab construction and constructing method thereof | |
| CN101768916A (en) | Lower flange improved corrugated steel web plate composite box girder and construction method thereof | |
| CN108824162A (en) | A kind of steel_concrete composite beam and its construction method using plain plate and corrugated sheet steel mixing web | |
| CN105064196B (en) | The fish belly I-shaped combination of prestressing force steel reinforced concrete simply supported girder bridge and its construction method of precast assembly | |
| CN108118610A (en) | A kind of ultra-high performance concrete and regular reinforcement concrete combination beam | |
| CN108342973A (en) | Whole H profile steel-concrete composite beam bridge and construction method across prefabricated installation | |
| CN210117637U (en) | Assembled I-shaped combined beam bridge | |
| CN111411687A (en) | Novel assembly system | |
| CN105064195B (en) | The fish belly Wavelike steel webplate prestressing with bond steel reinforced concrete combination simply supported girder bridge and its construction method of precast assembly | |
| CN212128810U (en) | UHPC corrugated steel web narrow steel box type composite beam | |
| CN110331664B (en) | Steel-concrete mixed continuous box girder bridge deck joint structure and construction method thereof | |
| CN111794424A (en) | Integral laminated slab honeycomb combination beam and manufacturing method thereof | |
| CN208717744U (en) | A kind of assembled steel reinforced concrete combination prefabricated bridge | |
| CN103741577A (en) | T-shaped beam bridge with lower flat connection and construction method of T-shaped beam bridge | |
| CN205617227U (en) | Light -duty combination bridge girder construction of full prefabrication that can erect fast | |
| CN107268417A (en) | A kind of highway steel reinforced concrete combined beam structure based on assembling | |
| CN211815592U (en) | Prefabricated assembled composite slab structure | |
| CN109457593A (en) | A kind of assembled steel web plate composite box joist steel web and precast slab connecting structure | |
| CN209923753U (en) | Steel plate combination beam with integrally prefabricated steel main beam and bridge deck and bridge | |
| CN111733697A (en) | Prefabricated assembled composite slab structure | |
| CN111139746A (en) | Orthotropic steel bridge deck and ultra-high performance concrete combined bridge and construction method thereof |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| PB01 | Publication | ||
| PB01 | Publication | ||
| SE01 | Entry into force of request for substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| TA01 | Transfer of patent application right | ||
| TA01 | Transfer of patent application right |
Effective date of registration: 20210910 Address after: 100010 Hutong 33 in front of East Fourth east of Dongcheng District, Beijing Applicant after: CCCC Highway Consultants Co.,Ltd. Applicant after: CCCC HIGHWAY BRIDGES NATIONAL ENGINEERING RESEARCH CENTER Co.,Ltd. Address before: 100010 Hutong 33 in front of East Fourth east of Dongcheng District, Beijing Applicant before: CCCC Highway Consultants Co.,Ltd. |