CN109024244A - The welding structure and welding method of metal plate and main reinforcement - Google Patents
The welding structure and welding method of metal plate and main reinforcement Download PDFInfo
- Publication number
- CN109024244A CN109024244A CN201811013575.1A CN201811013575A CN109024244A CN 109024244 A CN109024244 A CN 109024244A CN 201811013575 A CN201811013575 A CN 201811013575A CN 109024244 A CN109024244 A CN 109024244A
- Authority
- CN
- China
- Prior art keywords
- metal plate
- weldment
- main
- welding
- main ribs
- 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
-
- B—PERFORMING OPERATIONS; TRANSPORTING
- B23—MACHINE TOOLS; METAL-WORKING NOT OTHERWISE PROVIDED FOR
- B23K—SOLDERING OR UNSOLDERING; WELDING; CLADDING OR PLATING BY SOLDERING OR WELDING; CUTTING BY APPLYING HEAT LOCALLY, e.g. FLAME CUTTING; WORKING BY LASER BEAM
- B23K33/00—Specially-profiled edge portions of workpieces for making soldering or welding connections; Filling the seams formed thereby
-
- 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)
- Mechanical Engineering (AREA)
- Butt Welding And Welding Of Specific Article (AREA)
- Reinforcement Elements For Buildings (AREA)
Abstract
The present invention provides the welding structure and welding method of a kind of metal plate and main reinforcement, the welding structure includes the more main reinforcements combined in parallel, it is vertically arranged with main ribs and around more stirrups of fixed main ribs, with main ribs metal plate disposed in parallel, and along the extending direction interval of main ribs it is held on multiple weldments between the metal plate and single main ribs；The weldment is welded with the metal plate and main ribs respectively, and the outer diameter of the weldment is greater than or equal to the outer diameter of the stirrup.The structure solves the problems, such as that the metal plate and main ribs will not be because the separation of the stirrup be without being capable of fixing connection in a simple manner.
Description
Technical field
The present invention relates to the welding structures and welding method of building field more particularly to a kind of metal plate and main reinforcement.
Background technique
In the field of construction, the welding of sheet metal and main reinforcement, especially for exterior components, and sheet metal area compared with
In the case where big, sheet metal can be subjected to because of it biggish active force and with the factors such as the morphological differences of main reinforcement is big, the two
Welding usually requires to add specific supplementary structure, or need to morphologically be beforehand with special set to sheet metal or reinforcing bar
Meter, but its applicability is low, while also increasing the difficulty of construction.
Summary of the invention
The purpose of the present invention is intended to provide the welding structure and welding method of a kind of metal plate and main reinforcement, in a simple manner
To solve the problems, such as that metal plate and main reinforcement will not be because the separation of stirrup be without being capable of fixing connection.
To achieve the goals above, the present invention the following technical schemes are provided:
A kind of welding structure of metal plate and main reinforcement characterized by comprising the more main reinforcements combined in parallel, and it is described
Main reinforcement is vertically arranged and around more stirrup of fixed main ribs, and main ribs metal plate disposed in parallel, and along
The extending direction interval of main ribs is held on multiple weldments between the metal plate and single main ribs；
The weldment is welded with the metal plate and main ribs respectively, and the outer diameter of the weldment is greater than or equal to institute
State the outer diameter of stirrup.
Preferably, the outer diameter of the multiple weldment is identical.
Preferably, the multiple weldment is equally spacedly held between the metal plate and single main ribs.
Preferably, the multiple weldment is identical along the length of main ribs extending direction.
Preferably, the more main reinforcements are generally aligned in the same plane when being arranged in parallel, and the metal plate is plate.
Preferably, the weldment is fully welded with main ribs；And/or
The weldment is fully welded with the metal plate.
Preferably, the throat depth of the weldment and main ribs is more than or equal to the 1/2 of the weldment outer diameter；
And/or
The throat depth of the weldment and the metal plate is more than or equal to the 1/2 of the weldment outer diameter.
Preferably, if the more stirrups are arranged in single main reinforcement, the outer diameter of the weldment is greater than or equal to described more
Maximum outside diameter in root stirrup.
Preferably, the weldment is bar dowel.
The welding structure of corresponding above-mentioned metal plate and main reinforcement, the present invention also provides a kind of welding method,
The welding method includes:
Each main ribs are positioned according to reinforcing bar stringing；
The stirrup around main ribs and is subjected to positioning binding；
Multiple weldment intervals are welded in the outside of outermost main reinforcement；
Main ribs and the metal plate are positioned, contact each weldment with the metal plate；
Preferably, it before welding the weldment and main ribs, first connects the weldment is parallel with main ribs
Touching setting, is then fully welded.
Preferably, when welding the weldment and main ribs, the throat depth of the weldment and main ribs is big
In or equal to the weldment outer diameter 1/2.
Preferably, before welding the weldment and the metal plate, the weldment is parallel with the metal plate
Contact setting, is then fully welded.
Preferably, when weldment and the metal plate are stated in welding, the throat depth of the weldment and the metal plate
More than or equal to the 1/2 of the weldment outer diameter.
Compared with prior art, the solution of the invention has the following advantages:
The welding structure of a kind of metal plate and main reinforcement provided by the invention, the metal plate and single main ribs it
Between be arranged multiple outer diameters be more than or equal to the stirrup maximum outside diameter weldment, and respectively with the two weld, to realize metal plate
With being welded and fixed for main reinforcement, the structure can avoid carrying out metal plate or main reinforcement special designing or using special supplementary structure come
Realize the welding of the two.Further, which also reduces the early-stage preparations difficulty of construction material, improves corresponding constructing structure
Applicability, reduce difficulty of construction.
For the welded welding for realizing above-mentioned metal plate and main reinforcement, a kind of metal plate provided by the invention and main reinforcement
Welded welding method welds multiple weldments in the outside spacers of outermost layer main ribs, weldering then will be completed
The main ribs and the metal plate for connecing the weldment are positioned, and finally weld the weldment and the metal plate.
This method is using several weldments for being welded to connect the two between the main reinforcement and metal plate for having carried out stirrup binding, without to institute
It states metal plate or main ribs is carried out special designing or realized the welding of the two using special supplementary structure.First by several
Weldment be welded in main reinforcement complete again with metal plate relative positioning, reduce welding difficulty, convenient for welding, and can increase
The weld length of main reinforcement and metal plate, to enhance the fixed effect of welding.
The additional aspect of the present invention and advantage will be set forth in part in the description, these will become from the following description
Obviously, or practice through the invention is recognized.
Detailed description of the invention
Above-mentioned and/or additional aspect and advantage of the invention will become from the following description of the accompanying drawings of embodiments
Obviously and it is readily appreciated that, in which:
Fig. 1 is a kind of welded structural schematic diagram of metal plate and main reinforcement provided by the invention；
Fig. 2 is the cross section view in the direction A-A in Fig. 1.
Specific embodiment
The embodiment of the present invention is described below in detail, examples of the embodiments are shown in the accompanying drawings, wherein from beginning to end
Same or similar label indicates same or similar element or element with the same or similar functions.Below with reference to attached
The embodiment of figure description is exemplary, and for explaining only the invention, and is not construed as limiting the claims.
With reference to shown in Fig. 1-2, the embodiment of the present invention provides the welding structure of a kind of metal plate 1 and main reinforcement 2, the welding structure
Including metal plate 1, more main reinforcements 2, the stirrup 3, multiple weldments 4 being parallel to each other, wherein the stirrup 3 hangs down with main ribs 2
Straight setting and around fixed 2 outside of more main reinforcements, the form that the metal plate 1 is surrounded according to the more main reinforcements 2 with
Main ribs 2 are arranged in parallel, and the multiple weldment 4 is held on the metal plate 1 along the extending direction interval of main ribs 2
Between the single main reinforcement 2 and the outer diameter of the weldment 4 is more than or equal to the outer diameter of the stirrup 3, so that the weldering
Fitting 4 main reinforcement 2 with the metal plate 1 of two sides and corresponding to it can weld respectively, reach be welded and fixed the metal plate 1 with
The purpose of 2 relative position of main ribs, the weldment 4 is adopted as being easy the metalwork of outfit, in this way, avoiding to realize institute
The welding for stating metal plate 1 and main ribs 2 need to realize the welding of the two to its special designing or using special supplementary structure.
In this way, the early-stage preparations difficulty that the welding structure can lower main ribs 2 or the metal plate 1 welds, improves general welding
The applicability of component lowers difficulty of construction.
The form or spacing of the multiple weldment 4 can according between the metal plate 1 and main ribs 2 gap,
Or changed according to the stress of the metal plate 1 or main ribs 2 to adjust.
The metal plate 1 is to be arranged in parallel with main ribs 2, is held on multiple weldments 4 between the two using identical
Outer diameter specification, further improve the applicability of general welded unit, with reduce prepare welding material complexity.
The multiple weldment 4 is equally spacedly held between the metal plate 1 and single main ribs 2, at this moment, it is ensured that
Block of metal plate 1 and the active force of main ribs 2 be it is equally distributed, reduce the welding structure and/or structure adjacent thereto and become
The risk of shape.
It is described more to ensure that the equally distributed another implementation of active force of the metal plate 1 and main ribs 2 can be
A weldment 4 is identical along the length of 2 extending direction of main ribs.
The above-mentioned outer diameter about the weldment 4 is identical, equidistantly distributed, the identical embodiment of length, it may be selected
It is one or more that the specification of the weldment 4 is defined, to meet different welding demands.
According to different design requirements, the more main reinforcements 2 disposed in parallel can be surrounded by different forms, such as can enclose
It is coiled into a cylinder or a square body, the form of the corresponding metal plate 1 is arc-shaped or plate.
In order to ensure the metal plate 1 is connected with the stabilization of main ribs 2, what the weldment 4 was contacted with main ribs 2
The place progress melting welding that place carries out melting welding and/or the metal plate 1 is contacted, that is, be fully welded, pass through the weldment 4
It is maximized with the bonding area of main ribs 2 and/or the metal plate 1, to ensure the welding knot of the metal plate 1 and main reinforcement 2
Structure is stable, lasting.
In order to reinforce connection relationship of the weldment 4 respectively between the metal plate 1 and main ribs 2, the weldering
5 thickness of weld seam of fitting 4 and the metal plate 1 is at least half or the weldment 4 and the institute of 4 outer diameter of weldment
5 thickness of weld seam for stating main reinforcement 2 is at least the half of 4 outer diameter of weldment.If the weldment 4 and the metal plate 1 and institute
5 thickness of weld seam for stating main reinforcement 2 is at least the half of 4 outer diameter of weldment, and the weldment 4 is equivalent to a welding matchmaker
It is situated between, to overcome the problems, such as that the metal plate 1 can not be directly connected to main ribs 2 because of the separation of stirrup 3.
If being provided at least two stirrups 3, the weldering in the main ribs 2 of the metal plate 1 welding
That root of the outer diameter of fitting 4 at least equal to maximum outside diameter in the stirrup 3.
The weldment 4 in above-mentioned any one embodiment can be bar dowel, it is easier to unified welding material
Specification, and welding material is easier to prepare, and also reduces the complexity of welding.
In conjunction with above-mentioned embodiment, a specific embodiment is provided, by taking bridge construction as an example, the metal plate 1 is specific
For pre-embedded steel slab, the outermost layer main reinforcement 2 of the pre-embedded steel slab and rectangular king-post is welded, and the pre-embedded steel slab is metal plate, institute
Stating main reinforcement 2 is vertical reinforcement, and the vertical reinforcement fixed by lateral tie 3, the vertical reinforcement need to by the weldment 4 with
The pre-embedded steel slab welding, the weldment 4 are bar dowel.The pre-embedded steel slab plate thickness is 50mm, and the rectangular king-post is most
The outer diameter of the vertical reinforcement of outer layer is 32mm, and the outer diameter of stirrup 3 is 20mm, according to the outer diameter of the stirrup 3, select outer diameter for
The bar dowel of 20mm.The bar dowel is adjacent respectively with the weld seam 5 of the pre-embedded steel slab and the vertical reinforcement with a thickness of 10mm
Two bar dowel interval 500mm.Such welding structure farthest ensure that the pre-embedded steel slab and the vertical steel
Muscle forms most stable of connection relationship, finally guarantees the safety of the bridge.
The welding structure of corresponding above-mentioned metal plate 1 and main reinforcement 2, the present invention also provides a kind of welding methods.The welding side
Method includes: first to be positioned according to bold skeleton line to each main ribs 2；Then by the stirrup 3 around main ribs 2 into
Row positioning binding；Multiple intervals of weldment 4 are welded in outermost 2 outside of main reinforcement, to main ribs 2 and the metal
Plate 1 is positioned, so that the weldment 4 being welded in main ribs 2 is contacted with the metal plate 1；Finally, by each institute
Weldment 4 is stated to be welded with the metal plate 1.
Before welding the weldment 4 and main ribs 2, first by 4 parallel contact of weldment in main ribs 2,
Then melting welding is carried out to the place of both of which contact, that is, be fully welded, sufficiently the weldment 4 to be welded in main ribs 2.
For the connection relationship reinforced between the weldment 4 and main ribs 2, to guarantee main ribs 2 and the weldering
Fitting 4 can be bonded for a long time, when welding the weldment 4 with main ribs 2, so that the weldment 4 and main ribs 2
5 thickness of weld seam at least equal to 4 outer diameter of weldment half.
Before welding the weldment 4 and the metal plate 1, first by 4 parallel contact of weldment in the metal
Then plate 1 carries out melting welding to the place of both of which contact, that is, is fully welded, the weldment 4 is sufficiently welded in the metal
On plate 1.
For the connection relationship reinforced between the weldment 4 and the metal plate 1, to guarantee the weldment 4 and institute
Stating metal plate 1 can be bonded for a long time, when welding the weldment 4 with the metal plate 1, so that the weldment 4 and institute
State half of 5 thickness of weld seam at least equal to 4 outer diameter of weldment of metal plate 1.
The welding structure of a kind of metal plate 1 and main reinforcement 2 provided by the invention, by main ribs 2 and the metal plate 1
Between be welded with the weldment 4, in a simple manner solve both because the separation of the stirrup 3 is without being capable of fixing asking for connection
Topic, while the form to the weldment 4, arrangement mode, welding manner are arranged accordingly, to meet different welding need
It asks.If the weldment 4 is bar dowel, the welding structure can reduce the preparation to special welding material, further mention
The high applicability of corresponding constructing structure, reduces difficulty of construction.
A kind of welding method provided by the invention, by prolonging in the outside of outermost main ribs 2 along main ribs 2
Several weldments 4 are welded at the direction interval stretched, then the main ribs 2 that will bind and completed to weld the weldment 4
It is positioned with the metal plate 1, is finally welded the weldment 4 and the metal plate 1.This method is described using having carried out
It is welded to connect multiple weldments 4 of the two between the main ribs 2 that stirrup 3 is bound and the metal plate 1, is not necessarily to reaching to gold
Belong to plate 1 or main reinforcement 2 is carried out special designing or realized the purpose of the welding of the two using special supplementary structure.First by several
Weldment 4 be welded in main ribs 2 complete again with 1 relative positioning of metal plate, reduce welding difficulty, convenient for welding.
And the weldment 4 and 5 thickness of weld seam of main ribs 2 and the metal plate 1 are arranged respectively, to enhance the fixation of welding
Effect.
The above is only some embodiments of the invention, it is noted that for the ordinary skill people of the art
For member, various improvements and modifications may be made without departing from the principle of the present invention, these improvements and modifications are also answered
It is considered as protection scope of the present invention.
Claims (14)
1. the welding structure of a kind of metal plate and main reinforcement characterized by comprising the more main reinforcements combined in parallel, with the master
Muscle is vertically arranged and around more stirrup of fixed main ribs, and main ribs metal plate disposed in parallel, and along institute
The extending direction interval for stating main reinforcement is held on multiple weldments between the metal plate and single main ribs；
The weldment is welded with the metal plate and main ribs respectively, and the outer diameter of the weldment is greater than or equal to the hoop
The outer diameter of muscle.
2. the welding structure of metal plate according to claim 1 and main reinforcement, which is characterized in that outside the multiple weldment
Diameter is identical.
3. the welding structure of metal plate according to claim 1 and main reinforcement, which is characterized in that between the multiple weldment etc.
It is held between the metal plate and single main ribs away from ground.
4. the welding structure of metal plate according to claim 1 and main reinforcement, which is characterized in that the multiple weldment is along institute
The length for stating main reinforcement extending direction is identical.
5. the welding structure of metal plate according to claim 1 and main reinforcement, which is characterized in that the more main reinforcements are located at same
When one plane is arranged in parallel, the metal plate is plate.
6. the welding structure of metal plate according to claim 1 and main reinforcement, which is characterized in that the weldment and the master
Muscle is fully welded；And/or
The weldment is fully welded with the metal plate.
7. the welding structure of metal plate according to claim 6 and main reinforcement, which is characterized in that the weldment and the master
The throat depth of muscle is more than or equal to the 1/2 of the weldment outer diameter；
And/or
The throat depth of the weldment and the metal plate is more than or equal to the 1/2 of the weldment outer diameter.
8. the welding structure of metal plate according to claim 1 and main reinforcement, which is characterized in that if being arranged in single main reinforcement more
Stirrup described in root, the outer diameter of the weldment are greater than or equal to the maximum outside diameter in the more stirrups.
9. the welding structure of metal plate according to any one of claims 1 to 8 and main reinforcement, which is characterized in that the welding
Part is bar dowel.
10. the welded welding method of a kind of metal plate and main reinforcement, which is characterized in that the welding of the metal plate and main reinforcement
Structure includes: the more main reinforcements combined in parallel, is vertically arranged respectively with each main ribs and surrounds the more of fixed main ribs
Root stirrup, and main ribs metal plate disposed in parallel, and be held on more between the metal plate and single main ribs
A weldment；
The weldment is set between two adjacent stirrups, and is welded respectively with the metal plate and main ribs；
The welding method includes:
Each main ribs are positioned according to reinforcing bar stringing；
The stirrup around main ribs and is subjected to positioning binding；
Multiple weldment intervals are welded in the outside of outermost main reinforcement；
Main ribs and the metal plate are positioned, contact each weldment with the metal plate；
Each weldment is welded with the metal plate.
11. welding method according to claim 10, which is characterized in that weld the weldment and main ribs it
Before, first the weldment and main ribs parallel contact are arranged, are then fully welded.
12. welding method according to claim 11, which is characterized in that when welding the weldment and main ribs,
The throat depth of the weldment and main ribs is greater than or equal to the 1/2 of the weldment outer diameter.
13. welding method according to claim 10, which is characterized in that weld the weldment and the metal plate it
Before, the weldment and the metal plate parallel contact are arranged, are then fully welded.
14. welding method according to claim 13, which is characterized in that when weldment and the metal plate are stated in welding,
The throat depth of the weldment and the metal plate is greater than or equal to the 1/2 of the weldment outer diameter.
Priority Applications (2)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202210023739.9A CN114457671A (en) | 2018-08-31 | 2018-08-31 | Welding part |
| CN201811013575.1A CN109024244A (en) | 2018-08-31 | 2018-08-31 | The welding structure and welding method of metal plate and main reinforcement |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201811013575.1A CN109024244A (en) | 2018-08-31 | 2018-08-31 | The welding structure and welding method of metal plate and main reinforcement |
Related Child Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202210023739.9A Division CN114457671A (en) | 2018-08-31 | 2018-08-31 | Welding part |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN109024244A true CN109024244A (en) | 2018-12-18 |
Family
ID=64622765
Family Applications (2)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202210023739.9A Pending CN114457671A (en) | 2018-08-31 | 2018-08-31 | Welding part |
| CN201811013575.1A Pending CN109024244A (en) | 2018-08-31 | 2018-08-31 | The welding structure and welding method of metal plate and main reinforcement |
Family Applications Before (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202210023739.9A Pending CN114457671A (en) | 2018-08-31 | 2018-08-31 | Welding part |
Country Status (1)
| Country | Link |
|---|---|
| CN (2) | CN114457671A (en) |
Citations (10)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| GB1117356A (en) * | 1964-07-09 | 1968-06-19 | Karl Guddal | Improvements in reinforcing concrete walls |
| JPH05306543A (en) * | 1992-04-30 | 1993-11-19 | Fujita Corp | Device for joining precast reinforced concrete column and beam |
| CN2565871Y (en) * | 2002-08-14 | 2003-08-13 | 顺德市永基建筑基础有限公司 | Connective steel cap for reinforced concrete pile |
| CN101818543A (en) * | 2010-05-28 | 2010-09-01 | 中南大学 | Square steel tubular column with internally tangent ring-shaped stirrup restraint and high-strength concrete |
| CN102121236A (en) * | 2010-12-20 | 2011-07-13 | 北京金孚佳润公路特种工程有限公司 | Reinforcement method for single column type pier column for supporting main beam of circular arc curve ramp bridge |
| CN202062165U (en) * | 2011-03-30 | 2011-12-07 | 中国二十冶集团有限公司 | Welding joint structure of precast steel ring sleeve at position of concrete pipe pile floorslab in top down construction |
| JP2012081495A (en) * | 2010-10-08 | 2012-04-26 | Aiwa Tekkou Co Ltd | Spot welding method using grooved spot welding electrode |
| CN102619303A (en) * | 2012-04-14 | 2012-08-01 | 中南大学 | Square steel pipe high-strength concrete post restricted by internally tangent annular hoop reinforcement |
| CN203681671U (en) * | 2014-01-09 | 2014-07-02 | 杭州华聚复合材料有限公司 | Hot fusion welding carriage structure |
| CN208830133U (en) * | 2018-08-31 | 2019-05-07 | 中交路桥华南工程有限公司 | The welding structure of metal plate and main reinforcement |
Family Cites Families (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN1102476C (en) * | 1996-08-27 | 2003-03-05 | 石家庄建工集团公司 | Horizontal steel bar welding method and die set |
| JP3426916B2 (en) * | 1997-06-19 | 2003-07-14 | 三菱重工業株式会社 | Concrete structure |
| CN201474169U (en) * | 2009-07-03 | 2010-05-19 | 周正海 | Steel reinforcement connection structure in reinforced concrete vertical structural element |
| CN201495666U (en) * | 2009-08-26 | 2010-06-02 | 天津市建科机械制造有限公司 | Reinforcing steel bar truss formwork |
| CN105195862B (en) * | 2015-10-28 | 2017-10-13 | 浙江交工路桥建设有限公司 | Reinforced bar straight thread adapter sleeve ring melting welding reinforcement means and reinforcing joint |
-
2018
- 2018-08-31 CN CN202210023739.9A patent/CN114457671A/en active Pending
- 2018-08-31 CN CN201811013575.1A patent/CN109024244A/en active Pending
Patent Citations (10)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| GB1117356A (en) * | 1964-07-09 | 1968-06-19 | Karl Guddal | Improvements in reinforcing concrete walls |
| JPH05306543A (en) * | 1992-04-30 | 1993-11-19 | Fujita Corp | Device for joining precast reinforced concrete column and beam |
| CN2565871Y (en) * | 2002-08-14 | 2003-08-13 | 顺德市永基建筑基础有限公司 | Connective steel cap for reinforced concrete pile |
| CN101818543A (en) * | 2010-05-28 | 2010-09-01 | 中南大学 | Square steel tubular column with internally tangent ring-shaped stirrup restraint and high-strength concrete |
| JP2012081495A (en) * | 2010-10-08 | 2012-04-26 | Aiwa Tekkou Co Ltd | Spot welding method using grooved spot welding electrode |
| CN102121236A (en) * | 2010-12-20 | 2011-07-13 | 北京金孚佳润公路特种工程有限公司 | Reinforcement method for single column type pier column for supporting main beam of circular arc curve ramp bridge |
| CN202062165U (en) * | 2011-03-30 | 2011-12-07 | 中国二十冶集团有限公司 | Welding joint structure of precast steel ring sleeve at position of concrete pipe pile floorslab in top down construction |
| CN102619303A (en) * | 2012-04-14 | 2012-08-01 | 中南大学 | Square steel pipe high-strength concrete post restricted by internally tangent annular hoop reinforcement |
| CN203681671U (en) * | 2014-01-09 | 2014-07-02 | 杭州华聚复合材料有限公司 | Hot fusion welding carriage structure |
| CN208830133U (en) * | 2018-08-31 | 2019-05-07 | 中交路桥华南工程有限公司 | The welding structure of metal plate and main reinforcement |
Also Published As
| Publication number | Publication date |
|---|---|
| CN114457671A (en) | 2022-05-10 |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN106869327A (en) | The combining structure and manufacture method of shaped steel reinforcing bar, steel reinforced concrete structure | |
| CN109707104A (en) | A kind of band lacing wire concrete filled steel tube pours building body and construction method | |
| CN104831818B (en) | The connecting node of precast reinforced concrete beam and superposed column | |
| CN209637112U (en) | A kind of band lacing wire concrete filled steel tube pours building body | |
| CN102864842A (en) | Core anchoring barrel type node system of reinforced concrete frame structure and application of core anchoring barrel type node system | |
| CN102812190B (en) | Spiral sheer reinforcement and bar arrangement of slab steel bars using same | |
| CN108035443A (en) | A kind of connection method of double steel plate shear wall and floor | |
| CN207160415U (en) | A kind of combining structure and steel reinforced concrete structure of shaped steel reinforcing bar | |
| JP2023106618A (en) | Beam structure, support member for beam main reinforcement, and reinforcement method for beam main reinforcement | |
| CN208830133U (en) | The welding structure of metal plate and main reinforcement | |
| CN109024244A (en) | The welding structure and welding method of metal plate and main reinforcement | |
| JP2014015791A (en) | Structure for reinforcing perforated beam | |
| CN207277372U (en) | Prefabricated sandwich middle walls and prefabricated overlapping bottom plate connecting joint structure | |
| WO2008100026A1 (en) | Composite girder with steel truss web having hinge connecting, and connection structure thereof | |
| KR102288626B1 (en) | Precast coping having netted support | |
| CN205577459U (en) | Node structure of reinforcement girder and shaped steel post | |
| JP2000320057A (en) | Flat slab using steel pipe concrete column and construction for the slab | |
| TW200800436A (en) | A girder structure of mesh reinforcement cage and pre-assembly method for the same | |
| JP5676385B2 (en) | Concrete filling method and steel concrete composite structure | |
| JPH0715922Y2 (en) | Joining hardware for reinforced concrete columns and steel beams | |
| CN216947800U (en) | Assembled box girder web that prevention and control crack produced | |
| JP7370577B2 (en) | Reinforcement fittings and reinforcement structure for reinforced concrete perforated beams | |
| JP4695790B2 (en) | Beam-column joint structure | |
| JP2020097853A (en) | Opening reinforcement structure of reinforcement concrete slab, and opening reinforcement | |
| JP2004308168A (en) | Beam-column connection core and beam-column connecting structure |
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 | ||
| CB03 | Change of inventor or designer information |
Inventor after: Wang Haiwei Inventor after: Zhao Shenghui Inventor after: Wu Man Inventor after: Ge Jiping Inventor after: Chen Yang Inventor after: Liu Huaigang Inventor after: Gao Shiqiang Inventor after: Diao Xianjue Inventor after: Xiao Xiangrong Inventor after: Xia Jiangnan Inventor after: Tan Xinghua Inventor after: Tao Po Inventor before: Liu Huaigang Inventor before: Zhao Shenghui Inventor before: Wu Man Inventor before: Ge Jiping Inventor before: Gao Shiqiang Inventor before: Diao Xianjue Inventor before: Xiao Xiangrong Inventor before: Xia Jiangnan Inventor before: Tan Xinghua Inventor before: Wang Haiwei Inventor before: Chen Yang Inventor before: Tao Po |
|
| CB03 | Change of inventor or designer information |