CN107700753A - Reinforced beam and building - Google Patents
Reinforced beam and building Download PDFInfo
- Publication number
- CN107700753A CN107700753A CN201710887116.5A CN201710887116A CN107700753A CN 107700753 A CN107700753 A CN 107700753A CN 201710887116 A CN201710887116 A CN 201710887116A CN 107700753 A CN107700753 A CN 107700753A
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- China
- Prior art keywords
- buckling parts
- reinforcing bar
- connecting portion
- reinforced beam
- parcel
- 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
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- 230000003014 reinforcing effect Effects 0.000 claims abstract description 68
- 230000002787 reinforcement Effects 0.000 claims abstract description 28
- 238000005452 bending Methods 0.000 claims description 8
- 229910000831 Steel Inorganic materials 0.000 description 7
- 239000010959 steel Substances 0.000 description 7
- 238000004519 manufacturing process Methods 0.000 description 5
- 230000009286 beneficial effect Effects 0.000 description 3
- 230000007812 deficiency Effects 0.000 description 3
- 210000003205 muscle Anatomy 0.000 description 3
- 238000005266 casting Methods 0.000 description 2
- 238000010276 construction Methods 0.000 description 2
- 239000000463 material Substances 0.000 description 2
- 230000004048 modification Effects 0.000 description 2
- 238000012986 modification Methods 0.000 description 2
- 238000012512 characterization method Methods 0.000 description 1
- 238000009833 condensation Methods 0.000 description 1
- 230000005494 condensation Effects 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 239000000835 fiber Substances 0.000 description 1
- 238000009434 installation Methods 0.000 description 1
- 230000003993 interaction Effects 0.000 description 1
- 238000000465 moulding Methods 0.000 description 1
- 238000006467 substitution reaction Methods 0.000 description 1
- 239000002699 waste material Substances 0.000 description 1
Classifications
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
- E04C3/00—Structural elongated elements designed for load-supporting
- E04C3/02—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces
- E04C3/20—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of concrete or other stone-like material, e.g. with reinforcements or tensioning members
- E04C3/22—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of concrete or other stone-like material, e.g. with reinforcements or tensioning members built-up by elements jointed in line
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
- E04C5/00—Reinforcing elements, e.g. for concrete; Auxiliary elements therefor
- E04C5/16—Auxiliary parts for reinforcements, e.g. connectors, spacers, stirrups
- E04C5/18—Spacers of metal or substantially of metal
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Rod-Shaped Construction Members (AREA)
- Reinforcement Elements For Buildings (AREA)
Abstract
The invention provides a kind of reinforced beam and building, belong to field of civil engineering.Reinforced beam includes aggregate part and filling member, and aggregate part is arranged to reinforcing bar, and filling member is arranged to concrete；Aggregate part includes longitudinal reinforcement and stirrup, and stirrup is sheathed on longitudinal reinforcement, and longitudinal reinforcement uses integrated formed structure；Longitudinal reinforcement includes the first reinforcing bar and the second reinforcing bar, and the first reinforcing bar is used for and the second reinforcing bar is arranged in a crossed manner；The first buckling parts is provided with first reinforcing bar, the second buckling parts is provided with the second reinforcing bar, the first buckling parts is used to connect with the second buckling parts.Building includes architecture noumenon and reinforced beam, and reinforced beam is arranged on the inside of architecture noumenon.This reinforced beam can improve the bonding strength between different longitudinal reinforcements, improve the structural strength of beam.This building can provide good supporting role to architecture noumenon, improve the structural strength of building.
Description
Technical field
The present invention relates to field of civil engineering, in particular to a kind of reinforced beam and building.
Background technology
Armored concrete refers to by adding reinforcing bar, bar-mat reinforcement, steel plate or fiber in concrete form a kind of group
Cooperation improves a kind of combined material of Concrete Mechanical Properties to condensation material therewith.Armored concrete is because of its higher intensity
With relatively low cost, it is widely used always in building field.
The use of reinforced beam under construction is very extensive, and reinforced beam is when production, it is necessary to arrange
Steel reinforcement cage, in the prior art, steel reinforcement cage usually there will be situation about intersecting with joint, and when reinforcing bar intersects, reinforcing bar is vertical
To that can interlock, so as to produce error to the position of reinforcing bar, and the joint of reinforcing bar is set-located usually using sleeve, this
It will result in and bad joint be present, that is, the situation that joint is not connected together firmly.
The content of the invention
The invention provides a kind of reinforced beam, it is intended to solves above-mentioned existing for reinforced beam in the prior art
Problem；
Present invention also offers a kind of building, it is intended to solves above mentioned problem existing for building in the prior art.
What the present invention was realized in：
A kind of reinforced beam, including aggregate part and filling member, the aggregate part are arranged to reinforcing bar, and the filling member is set
It is set to concrete；
The aggregate part includes longitudinal reinforcement and stirrup, and the stirrup is sheathed on the longitudinal reinforcement, longitudinal steel
Muscle uses integrated formed structure；
The longitudinal reinforcement includes the first reinforcing bar and the second reinforcing bar, and first reinforcing bar is used for and second reinforcing bar intersects
Set；
The first buckling parts is provided with first reinforcing bar, is provided with the second buckling parts on second reinforcing bar, described
One buckling parts is used to connect with second buckling parts.
In preferred embodiments of the present invention, first buckling parts is arranged to groove type, and second buckling parts is set
For groove type, first buckling parts and second buckling parts can be fastened mutually.
In preferred embodiments of the present invention, first buckling parts and second buckling parts are disposed as arc, institute
State the first buckling parts for first reinforcing bar by bending or being stamped and formed out, second buckling parts be second reinforcing bar lead to
Cross and bend or be stamped and formed out.
In preferred embodiments of the present invention, the depth of the groove on first buckling parts and the first reinforcing bar radius
Length it is identical, the depth of the second buckling parts upper groove is identical with the length of the second reinforcing bar radius.
In preferred embodiments of the present invention, in addition to wrap member, the wrap member be used to wrap up mutually fasten it is described
First buckling parts and second buckling parts.
In preferred embodiments of the present invention, the wrap member include first parcel valve and second parcel valve, described first
Wrapping up valve can be close or away from the described second parcel valve, and use can be formed between the first parcel valve and the second parcel valve
In the receiving space for accommodating first buckling parts and second buckling parts.
In preferred embodiments of the present invention, one end of one end of the first parcel valve and the second parcel valve rotates
Connection, the other end of the first parcel valve have first connecting portion, and the other end of the second parcel valve has the second connection
Portion, it is detachably connected between the first connecting portion and the second connecting portion.
In preferred embodiments of the present invention, there is first through hole in the first connecting portion, in the second connecting portion
With the second through hole, the first connecting portion and the second connecting portion are bolted.
In preferred embodiments of the present invention, there is the first magnetic part, the second connecting portion in the first connecting portion
Upper have the second magnetic part, and first magnetic part and second magnetic part are oppositely arranged, first magnetic part and described
Attracted each other between second magnetic part.
A kind of building, including architecture noumenon and above-mentioned reinforced beam, the reinforced beam are arranged on institute
State the inside of architecture noumenon.
The beneficial effects of the invention are as follows：
The reinforced beam that the present invention is obtained by above-mentioned design, when in use, because longitudinal reinforcement is arranged to
Integrative-structure, can be with so as to occur because junction connection is loosely and the problem of the stretch capability deficiency of caused reinforcing bar
Effectively improve the bending resistance of beam.And buckling piece can snap together different longitudinal reinforcements in junction, so as to
To improve the bonding strength between different longitudinal reinforcements, the structural strength of beam is improved.
The building that the present invention is obtained by above-mentioned design, when in use, because reinforced beam is with very high
Structural strength, so as to provide good supporting role to architecture noumenon, improve the structural strength of building.
Brief description of the drawings
, below will be to required use in embodiment in order to illustrate more clearly of the technical scheme of embodiment of the present invention
Accompanying drawing be briefly described, it will be appreciated that the following drawings illustrate only certain embodiments of the present invention, therefore be not to be seen as
It is the restriction to scope, for those of ordinary skill in the art, on the premise of not paying creative work, can be with root
Other related accompanying drawings are obtained according to these accompanying drawings.
Fig. 1 is the structural representation for the reinforced beam that embodiment of the present invention provides；
Fig. 2 be embodiment of the present invention provide reinforced beam in the first buckling parts and the second buckling parts mutually interconnect
The structural representation connect；
Fig. 3 is the structural representation of the wrap member in the reinforced beam that embodiment of the present invention provides；
Fig. 4 is the structural representation for the building that embodiment of the present invention provides.
Icon：100- reinforced beams；110- filling members；120- aggregate parts；121- longitudinal reinforcements；The steel of 1211- first
Muscle；The reinforcing bars of 1212- second；The buckling parts of 1213- first；The buckling parts of 1214- second；122- stirrups；130- wrap members；131- first
Wrap up valve；1311- first connecting portions；1312- first through hole；The magnetic parts of 1313- first；132- second wraps up valve；1321- second
Connecting portion；The through holes of 1322- second；The magnetic parts of 1323- second；200- buildings；210- architecture noumenons.
Embodiment
To make the purpose, technical scheme and advantage of embodiment of the present invention clearer, implement below in conjunction with the present invention
Accompanying drawing in mode, the technical scheme in embodiment of the present invention is clearly and completely described, it is clear that described reality
The mode of applying is a part of embodiment of the present invention, rather than whole embodiments.Based on the embodiment in the present invention, ability
The every other embodiment that domain those of ordinary skill is obtained under the premise of creative work is not made, belongs to the present invention
The scope of protection.Therefore, below the detailed description of the embodiments of the present invention to providing in the accompanying drawings be not intended to limit will
The scope of the present invention of protection is sought, but is merely representative of the selected embodiment of the present invention.Based on the embodiment in the present invention,
The every other embodiment that those of ordinary skill in the art are obtained under the premise of creative work is not made, belong to this
Invent the scope of protection.
In the description of the invention, it is to be understood that the term of indicating position or position relationship is based on shown in accompanying drawing
Orientation or position relationship, be for only for ease of the description present invention and simplify description, rather than instruction or imply signified equipment
Or element there must be specific orientation, with specific azimuth configuration and operation, therefore it is not considered as limiting the invention.
In the present invention, unless otherwise clearly defined and limited, term " installation ", " connected ", " connection ", " fixation " etc.
Term should be interpreted broadly, for example, it may be fixedly connected or be detachably connected, or integrally；Can be that machinery connects
Connect or electrically connect；Can be joined directly together, can also be indirectly connected by intermediary, can be in two elements
The connection in portion or the interaction relationship of two elements.For the ordinary skill in the art, can be according to specific feelings
Condition understands the concrete meaning of above-mentioned term in the present invention.
In the present invention, unless otherwise clearly defined and limited, fisrt feature can be with or below second feature
Directly contacted including the first and second features, can also include the first and second features not be direct contact but by them it
Between other characterisation contact.Moreover, fisrt feature is on second feature, top and above to include fisrt feature special second
Directly over sign and oblique upper, or be merely representative of fisrt feature level height and be higher than second feature.Fisrt feature second feature it
Under, lower section and fisrt feature included below are immediately below second feature and obliquely downward, or be merely representative of fisrt feature level height
Less than second feature.
Embodiment one
A kind of reinforced beam 100 is present embodiments provided, refers to Fig. 1, Fig. 2 and Fig. 3, this armored concrete
Beam 100 includes aggregate part 120 and filling member 110, and aggregate part 120 is arranged to reinforcing bar, and filling member 110 is arranged to concrete；
Aggregate part 120 includes longitudinal reinforcement 121 and stirrup 122, and stirrup 122 is sheathed on longitudinal reinforcement 121, longitudinal reinforcement
121 use integrated formed structure；
Longitudinal reinforcement 121 includes the first reinforcing bar 1211 and the second reinforcing bar 1212, and the first reinforcing bar 1211 is used for and the second reinforcing bar
1212 is arranged in a crossed manner；
The first buckling parts 1213 is provided with first reinforcing bar 1211, the second buckling parts is provided with the second reinforcing bar 1212
1214, the first buckling parts 1213 is used for and the second buckling parts 1214 connects.
Combined between aggregate part 120 and filling member 110, reinforced beam 100 can be caused to have stronger structure strong
Degree, and longitudinal reinforcement 121 uses integrated formed structure, and longitudinal reinforcement 121 can be caused to be attached using sleeve,
Can reduce because connect it is insecure caused by structural strength deficiency the problem of, and the first reinforcing bar 1211 and the second reinforcing bar 1212
Between fastened by buckling parts, can make it that the connection between the first reinforcing bar 1211 and the second reinforcing bar 1212 is even closer,
And the error of steel bar arrangement position is reduced, improves the overall construction intensity of beam.
In the present embodiment, the first buckling parts 1213 is arranged to groove type, and the second buckling parts 1214 is arranged to groove type, the
One buckling parts 1213 and the second buckling parts 1214 can be fastened mutually.
First buckling parts 1213 and the second buckling parts 1214 are disposed as groove type, so that after fastening,
First reinforcing bar 1211 and the second reinforcing bar 1212 can also be extended along predetermined position, so as to reduce error, be improved
Structural strength.
In the present embodiment, the first buckling parts 1213 and the second buckling parts 1214 are disposed as arc, the first buckling parts
1213 be the first reinforcing bar 1211 by bending or being stamped and formed out, the second buckling parts 1214 be the second reinforcing bar 1212 by bending or
Person is stamped and formed out.
First buckling parts 1213 and the second buckling parts 1214 can be in factories by bending or being stamped and formed out, structure letter
It is single, it is convenient for production, it is easy to be customized according to design requirement.
In the present embodiment, the depth of the groove on the first buckling parts 1213 and the length phase of the radius of the first reinforcing bar 1211
Together, the depth of the upper groove of the second buckling parts 1214 is identical with the length of the radius of the second reinforcing bar 1212.
The depth of the groove on the mountain of the first buckling parts 1213 is identical with the length of the radius of the first reinforcing bar 1211, the second buckling parts
The depth of 1214 corrie grooves is identical with the length of the radius of the second reinforcing bar 1212, so that the first reinforcing bar 1211 and the second steel
Muscle 1212 can be arranged in approximately the same plane, and the axis of the first reinforcing bar 1211 and the second reinforcing bar 1212 can be with coplanar, no
Can be because the first reinforcing bar 1211 and the second reinforcing bar 1212 can not be arranged in approximately the same plane again, and carry out in design appropriate
Association, causes the situation of intensity waste to occur.
In the present embodiment, in addition to wrap member 130, wrap member 130 are used to wrap up the first buckling parts mutually fastened
1213 and second buckling parts 1214.
Wrap member 130 can be wrapped up the first buckling parts 1213 and the second buckling parts 1214, so that the
One buckling parts 1213 and the second buckling parts 1214 are firmly combined together, and can improve the first reinforcing bar 1211 and the second reinforcing bar
The stability of 1212 positions, reduce because the first reinforcing bar 1211 and the structure of the second reinforcing bar 1212 it is unstable, and in the mistake of production
The position of Cheng Zhong, the first reinforcing bar 1211 and the second reinforcing bar 1212 misplaces, and is advantageous to improve the overall structural strength of beam.
In the present embodiment, wrap member 130 includes the first parcel parcel valve 132 of valve 131 and second, the first parcel valve 131
It is able to can be formed between wrapping up valve 132 for accommodating the close to or away from the second parcel valve 132, the first parcel valve 131 and second
The receiving space of one buckling parts 1213 and the second buckling parts 1214.
First buckling parts 1213 and the second buckling parts 1214 are fastened on the inside of receiving space, so that first
The position of the buckling parts 1214 of buckling parts 1213 and second is firmly fixed, and first parcel valve 131 can it is close or
Away from the second parcel valve 132, wrap member 130 is dismounted so as to convenient.
In the present embodiment, one end rotation connection of one end of the first parcel valve 131 and the second parcel valve 132, the first bag
Wrapping up in the other end of valve 131 has first connecting portion 1311, and the other end of the second parcel valve 132 has second connecting portion 1321, the
It is detachably connected between one connecting portion 1311 and second connecting portion 1321.
When in use, first connecting portion 1311 and second connecting portion 1321 are separated first, then fastened first
The buckling parts 1214 of portion 1213 and second is positioned over the inside of receiving space, then part first connecting portion 1311 and second connecting portion
1321 connections, so as to which the first buckling parts 1213 and the second buckling parts 1214 to be secured firmly to the inside of receiving space, and
And first parcel valve 131 and second wrap up valve 132 between be rotatablely connected, the first parcel valve 131 and the second parcel valve can be prevented
132 due to be not directly connected and caused by one of situation about losing occur.
In the present embodiment, there is first through hole 1312 in first connecting portion 1311, have the in second connecting portion 1321
Two through holes 1322, first connecting portion 1311 and second connecting portion 1321 are bolted.
Bolt passes through the through hole 1322 of first through hole 1312 and second, so as to which first connecting portion 1311 and second is connected
Portion 1321 is fixed, and because bolt connection is highly stable, and is easy to dismount, in the case of requirement being reached, using
It is very convenient.
In the present embodiment, there is the first magnetic part 1313 in first connecting portion 1311, have in second connecting portion 1321
Second magnetic part 1323, the first magnetic part 1313 and the second magnetic part 1323 are oppositely arranged, the first magnetic part 1313 and the second magnetic
Attracted each other between property part 1323.
Attracted each other between first magnetic part 1313 and the second magnetic part 1323, so that first connecting portion 1311
Linked together with second connecting portion 1321, although the intensity attracted between the first magnetic part 1313 and the second magnetic part 1323 compared with
It is low, but use is more flexible and convenient, and due to wanting casting concrete to form filling member 110 outside wrap member 130, so as to
First connecting portion 1311 and second connecting portion 1321 is not needed to connect very firm, it is only necessary to first connecting portion 1311 and second
Convenient disassembly between connecting portion 1321.
The beneficial effect for the reinforced beam 100 that the present embodiment provides is, when production, due to longitudinal reinforcement
121 set be structure as a whole, so as to will not occur due to junction connection loosely and the stretch capability of caused reinforcing bar deficiency
Problem, the bending resistance of beam can be effectively improved.And different longitudinal reinforcements 121 can be fastened on by buckling piece in junction
Together, so as to improve the bonding strength between different longitudinal reinforcements 121, the structural strength of beam is improved.
Embodiment two
A kind of building 200 is present embodiments provided, referring to Fig. 4, this building 200 includes the He of architecture noumenon 210
Reinforced beam 100, reinforced beam 100 are arranged on the inside of architecture noumenon 210.
Optionally, reinforced beam 100 and architecture noumenon 210, which are set, is structure as a whole, and reinforced beam 100
Produced with the other structures on building 200 using formed by integrally casting molding mode.
The beneficial effect for the building 200 that the present embodiment provides is, when production, due to reinforced beam 100
With very high structural strength, so as to which good supporting role is provided architecture noumenon 210, improve the knot of building 200
Structure intensity.
The preferred embodiment of the present invention is the foregoing is only, is not intended to limit the invention, for this area
For technical staff, the present invention can have various modifications and variations.Within the spirit and principles of the invention, that is made is any
Modification, equivalent substitution, improvement etc., should be included in the scope of the protection.
Claims (10)
1. a kind of reinforced beam, it is characterised in that including aggregate part and filling member, the aggregate part is arranged to reinforcing bar, institute
State filling member and be arranged to concrete；
The aggregate part includes longitudinal reinforcement and stirrup, and the stirrup is sheathed on the longitudinal reinforcement, and the longitudinal reinforcement is adopted
Use integrated formed structure；
The longitudinal reinforcement includes the first reinforcing bar and the second reinforcing bar, and first reinforcing bar is used for and second reinforcing bar intersection is set
Put；
The first buckling parts is provided with first reinforcing bar, the second buckling parts, first button are provided with second reinforcing bar
Conjunction portion is used to connect with second buckling parts.
2. reinforced beam according to claim 1, it is characterised in that first buckling parts is arranged to groove type,
Second buckling parts is arranged to groove type, and first buckling parts and second buckling parts can be fastened mutually.
3. reinforced beam according to claim 2, it is characterised in that first buckling parts and described second fastens
Portion is disposed as arc, first buckling parts be first reinforcing bar by bending or being stamped and formed out, described second fastens
Portion is second reinforcing bar by bending or being stamped and formed out.
4. reinforced beam according to claim 2, it is characterised in that the depth of the groove on first buckling parts
It is identical with the length of the first reinforcing bar radius, the length of the depth of the second buckling parts upper groove and the second reinforcing bar radius
Spend identical.
5. reinforced beam according to claim 1, it is characterised in that be also used for including wrap member, the wrap member
Wrap up first buckling parts mutually fastened and second buckling parts.
6. reinforced beam according to claim 5, it is characterised in that the wrap member includes the first parcel valve and the
Two parcel valves, the first parcel valve can be close or away from the described second parcel valve, the first parcel valves and described second
The receiving space for accommodating first buckling parts and second buckling parts can be formed between parcel valve.
7. reinforced beam according to claim 6, it is characterised in that one end and described the of the first parcel valve
One end rotation connection of two parcel valves, the other end of the first parcel valve have first connecting portion, the second parcel valve
The other end has second connecting portion, is detachably connected between the first connecting portion and the second connecting portion.
8. reinforced beam according to claim 7, it is characterised in that have first to lead in the first connecting portion
Hole, there is the second through hole in the second connecting portion, the first connecting portion and the second connecting portion are bolted.
9. the reinforced beam according to claim 7 or 8, it is characterised in that have first in the first connecting portion
Magnetic part, there is the second magnetic part in the second connecting portion, first magnetic part and second magnetic part are oppositely arranged,
Attracted each other between first magnetic part and second magnetic part.
10. a kind of building, it is characterised in that mixed including the reinforcing bar described in any one in architecture noumenon and claim 1-9
Solidifying Tu Liang, the reinforced beam are arranged on the inside of the architecture noumenon.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201710887116.5A CN107700753A (en) | 2017-09-26 | 2017-09-26 | Reinforced beam and building |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201710887116.5A CN107700753A (en) | 2017-09-26 | 2017-09-26 | Reinforced beam and building |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN107700753A true CN107700753A (en) | 2018-02-16 |
Family
ID=61176118
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201710887116.5A Pending CN107700753A (en) | 2017-09-26 | 2017-09-26 | Reinforced beam and building |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN107700753A (en) |
Citations (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| DE3809590C1 (en) * | 1988-03-22 | 1989-04-27 | Ludwig 4760 Werl De Haeberle | Safety grille |
| CN101324117A (en) * | 2008-07-30 | 2008-12-17 | 贵州大学 | Method for positioning reinforced steel bar or hoop reinforcement in reinforced concrete construction as well as positioner |
| CN102287029A (en) * | 2011-06-20 | 2011-12-21 | 北京工业大学 | High-strength reinforcement built-in ultra high performance concrete (UHPC) beam member |
| CN204098357U (en) * | 2014-08-18 | 2015-01-14 | 武汉建工股份有限公司 | A kind of fastener type reinforcing bar and steel structure connecting device |
| CN106013455A (en) * | 2016-06-24 | 2016-10-12 | 东南大学 | Prefabricated combination reinforcement cage member and reinforcement arrangement assembling method thereof |
| CN106592870A (en) * | 2016-12-26 | 2017-04-26 | 童勇 | Hooping capable of meeting thicknesses of different-sized steel bar protection layers |
| CN207194304U (en) * | 2017-09-26 | 2018-04-06 | 陈先海 | Reinforced beam and building |
-
2017
- 2017-09-26 CN CN201710887116.5A patent/CN107700753A/en active Pending
Patent Citations (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| DE3809590C1 (en) * | 1988-03-22 | 1989-04-27 | Ludwig 4760 Werl De Haeberle | Safety grille |
| CN101324117A (en) * | 2008-07-30 | 2008-12-17 | 贵州大学 | Method for positioning reinforced steel bar or hoop reinforcement in reinforced concrete construction as well as positioner |
| CN102287029A (en) * | 2011-06-20 | 2011-12-21 | 北京工业大学 | High-strength reinforcement built-in ultra high performance concrete (UHPC) beam member |
| CN204098357U (en) * | 2014-08-18 | 2015-01-14 | 武汉建工股份有限公司 | A kind of fastener type reinforcing bar and steel structure connecting device |
| CN106013455A (en) * | 2016-06-24 | 2016-10-12 | 东南大学 | Prefabricated combination reinforcement cage member and reinforcement arrangement assembling method thereof |
| CN106592870A (en) * | 2016-12-26 | 2017-04-26 | 童勇 | Hooping capable of meeting thicknesses of different-sized steel bar protection layers |
| CN207194304U (en) * | 2017-09-26 | 2018-04-06 | 陈先海 | Reinforced beam and building |
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Application publication date: 20180216 |
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