CN109441111A - A kind of superduty embedded part mounting and fixing support method of conticaster - Google Patents
A kind of superduty embedded part mounting and fixing support method of conticaster Download PDFInfo
- Publication number
- CN109441111A CN109441111A CN201811577723.2A CN201811577723A CN109441111A CN 109441111 A CN109441111 A CN 109441111A CN 201811577723 A CN201811577723 A CN 201811577723A CN 109441111 A CN109441111 A CN 109441111A
- Authority
- CN
- China
- Prior art keywords
- embedded
- concrete
- upright bar
- steel slab
- steel plate
- 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
- 238000000034 method Methods 0.000 title claims abstract description 11
- 229910000831 Steel Inorganic materials 0.000 claims abstract description 51
- 239000010959 steel Substances 0.000 claims abstract description 51
- 239000004567 concrete Substances 0.000 claims abstract description 16
- 238000003466 welding Methods 0.000 claims abstract description 16
- 238000009434 installation Methods 0.000 claims abstract description 11
- 238000004519 manufacturing process Methods 0.000 claims abstract 2
- 238000010276 construction Methods 0.000 abstract description 11
- XEEYBQQBJWHFJM-UHFFFAOYSA-N Iron Chemical compound [Fe] XEEYBQQBJWHFJM-UHFFFAOYSA-N 0.000 description 2
- 238000009749 continuous casting Methods 0.000 description 2
- NJPPVKZQTLUDBO-UHFFFAOYSA-N novaluron Chemical compound C1=C(Cl)C(OC(F)(F)C(OC(F)(F)F)F)=CC=C1NC(=O)NC(=O)C1=C(F)C=CC=C1F NJPPVKZQTLUDBO-UHFFFAOYSA-N 0.000 description 2
- 238000009628 steelmaking Methods 0.000 description 2
- 238000010586 diagram Methods 0.000 description 1
- 229910052742 iron Inorganic materials 0.000 description 1
- 238000005259 measurement Methods 0.000 description 1
- 210000003205 muscle Anatomy 0.000 description 1
- 239000011150 reinforced concrete Substances 0.000 description 1
- 230000003014 reinforcing effect Effects 0.000 description 1
- 239000010454 slate Substances 0.000 description 1
Classifications
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
- E04G21/00—Preparing, conveying, or working-up building materials or building elements in situ; Other devices or measures for constructional work
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/38—Connections for building structures in general
- E04B1/41—Connecting devices specially adapted for embedding in concrete or masonry
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Mechanical Engineering (AREA)
- Physics & Mathematics (AREA)
- Electromagnetism (AREA)
- Joining Of Building Structures In Genera (AREA)
Abstract
A kind of superduty embedded part mounting and fixing support method of conticaster, belongs to construction installation of embedded parts technical field.First before wall bottom pours concrete, fixation steel plate (1) is mounted on concrete top surface, after concrete placings, concrete reaches intensity, on fixation steel plate (1) weld upright bar (2), upright bar (2) with channel steel [10 manufacture, 1 meter of spacing；After upright bar (2) firm welding, cross bar (3) are welded according to 1.2 meters of horizontal spaces, cross bar (3) firm welding, then weld diagonal brace (4), it is entire to reinforce frame body firm welding, it is connect with all round victory scaffold on the inside of wall；According to wall position control line and pre-embedded steel slab position welding adjustment rod member (5), pre-embedded steel slab and adjustment rod member are welded, and adjust verticality, flatness.The advantage is that method is simple, effective, strong operability improves working efficiency, and pre-embedded steel slab installation accuracy is high, it is ensured that construction quality.
Description
Technical field
The invention belongs to construction installation of embedded parts technical field, in particular to the superduty embedded part of a kind of conticaster is pacified
Fill fixed frame method.
Background technique
Shoudu Iron and Steel Co capital Tang second phase steel-making continuous casting engineering, a construction unit is steel-making continuous casting 1# slab caster in this engineering,
Structure type is reinforced concrete structure.Fan-shaped section width of wall body be 1000mm and 800mm, wall height by -1.5 meters extremely
14.21 meters, wall inside is abound with pre-embedded steel slab, and fan-shaped arrangement, and pre-embedded steel slab full-size is 6800 × 670 × 20,
And integral installation is needed, guarantees that pre-embedded steel slab verticality, flatness are difficult.
Summary of the invention
The purpose of the present invention is to provide a kind of superduty embedded part mounting and fixing support methods of conticaster, solve pre-buried steel
The problems such as board size is big, and integral installation difficulty is big is effectively controlled pre-embedded steel slab verticality, flatness using the method, protects
Pre-embedded steel slab precision is demonstrate,proved.
The present invention includes fixation steel plate, upright bar, cross bar, diagonal brace, adjustment rod member etc., the specific steps are as follows:
1) first before wall bottom pours concrete, fixation steel plate 1 is mounted on concrete top surface, after concrete placings, concrete reaches strong
Degree, welded on fixation steel plate 1 [10 channel steel upright bars 2,1 meter of spacing.
2) after 2 firm welding of upright bar, cross bar 3,3 firm welding of cross bar are welded according to 1.2 meters of horizontal spaces, then weld diagonal brace
4, it is entire to reinforce frame body firm welding, it is simply connect with all round victory scaffold on the inside of wall；
3) adjustment rod member 5 is welded according to wall position control line and pre-embedded steel slab position, pre-embedded steel slab and adjustment rod member are welded
It connects, and adjusts verticality, flatness.
Step 1) 2) described in fixation steel plate 1, upright bar 2, cross bar 3 and diagonal brace 4 form entire frame body, guarantee steel plate installation
Stability.
Adjustment rod member 5 described in step 3) and pre-embedded steel slab weld, and adjustable, guarantee the essence of pre-embedded steel slab
Degree.
The present invention has the advantages that construction method is simple, effective, strong operability improves working efficiency, pre-embedded steel slab peace
It is high to fill precision, it is ensured that construction quality.
Detailed description of the invention
Fig. 1 is the fixed schematic diagram of frame body.Wherein, fixation steel plate 1
Fig. 2 is frame body upright bar scheme of installation.Wherein, upright bar 2
Fig. 3 is frame body cross bar scheme of installation.Wherein, cross bar 3
Fig. 4 is frame body diagonal brace scheme of installation.Wherein, diagonal brace 4
Fig. 5 is pre-embedded steel slab scheme of installation.Wherein, adjustment rod member 5
Specific embodiment
Embodiment 1
FIG. 1 to FIG. 5 is a kind of specific embodiment of the invention patent.It is further to the invention patent with reference to the accompanying drawing
Explanation.
1, Fig. 1 is construction step 1: first before wall bottom pours concrete, and fixation steel plate 1 is mounted on concrete top surface, Gu
Steel plate 1 is determined having a size of 150mm × 150mm × 12mm, fixation steel plate 1 is placed on the inside of wall steel bar, and 1 meter of horizontal space.
2, Fig. 2 is construction step 2: pouring wall lower concrete, after concrete strength reaches 80%, carries out frame body
Upright bar 2 is welded, and using channel steel, [10 are manufactured, 1 meter of 2 spacing of upright bar, when upright bar 2 is welded, with all round victory foot hand on the inside of wall for upright bar 2
Frame is fixed temporarily, and prevents upright bar from tilting.
3, Fig. 3 is construction step 3: after upright bar 2 and 1 firm welding of fixation steel plate, and horizontal cross bar 3 and upright bar 2 are fully welded,
[10, horizontal cross bar 3 is in 2 outside of upright bar, 1.2 meters of vertical spacing using channel steel for horizontal cross bar 3.
4, Fig. 4 is construction step 4: after 3 firm welding of upright bar 2 and cross bar, is carrying out frame body reinforcing, diagonal brace 4 and upright bar 2,
The welding of the oblique drawknot of cross bar 3,4 Cai Yong ∟ of diagonal brace, 50 × 5 angle steel, 2 meters of 4 horizontal space of diagonal brace, entire frame body is firm after having welded
Reliably.
5, Fig. 5 is construction step 5: after entire frame body has welded, and is adjusted the welding of rod piece 5, first carries out wall pre-embedded
Measurement of the steel plate line setting welds adjustment rod member 5 and frame body according to pre-embedded steel slab position, and adjustment rod member 5 uses 25 steel of screw thread
Muscle leans out wall 5cm in pre-embedded steel slab side, pedestal is welded in pre-embedded steel slab bottommost, by pre-embedded steel slab position in adjustment rod member 5
Drawn on pedestal with slate pencil, and hanging wire, be ready for pre-embedded steel slab lifting, according to position it is in place after, by pre-embedded steel slab and adjust
Whole rod piece 5 and tube chamber welds with base are secured, and the position that adjustment rod member 5 is leant out is cut, concordant with pre-embedded steel slab.
Claims (3)
1. a kind of superduty embedded part mounting and fixing support method of conticaster, which is characterized in that specific step is as follows:
1) first before wall bottom pours concrete, fixation steel plate (1) is mounted on concrete top surface, after concrete placings, concrete reaches intensity,
On fixation steel plate (1) weld upright bar (2), upright bar (2) with channel steel [10 manufacture, 1 meter of spacing；
2) after upright bar (2) firm welding, cross bar (3) are welded according to 1.2 meters of horizontal spaces, cross bar (3) firm welding, then weld tiltedly
It supports (4), it is entire to reinforce frame body firm welding, it is connect with all round victory scaffold on the inside of wall；
3) it is welded according to wall position control line and pre-embedded steel slab position welding adjustment rod member (5), pre-embedded steel slab and adjustment rod member,
And adjust verticality, flatness.
2. the method according to claim 1, wherein step 1), 2) described in fixation steel plate (1), upright bar
(2), cross bar (3) and diagonal brace (4) form entire frame body, guarantee the stability of steel plate installation.
3. the method according to claim 1, wherein adjustment rod member described in step 3) (5) and pre-embedded steel slab
Welding, and can adjust, guarantee the precision of pre-embedded steel slab.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201811577723.2A CN109441111A (en) | 2018-12-20 | 2018-12-20 | A kind of superduty embedded part mounting and fixing support method of conticaster |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201811577723.2A CN109441111A (en) | 2018-12-20 | 2018-12-20 | A kind of superduty embedded part mounting and fixing support method of conticaster |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN109441111A true CN109441111A (en) | 2019-03-08 |
Family
ID=65535308
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201811577723.2A Pending CN109441111A (en) | 2018-12-20 | 2018-12-20 | A kind of superduty embedded part mounting and fixing support method of conticaster |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN109441111A (en) |
Citations (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN202031339U (en) * | 2011-04-27 | 2011-11-09 | 中国五冶集团有限公司 | High-precision equipment installing and positioning tool |
| CN103790377A (en) * | 2012-10-29 | 2014-05-14 | 五冶集团上海有限公司 | Heavy embedded part ultrahigh mounting precision control method |
| CN104234385A (en) * | 2014-08-25 | 2014-12-24 | 中国十七冶集团有限公司 | Mounting and construction method for terrace large-size steel plate embedded part |
| CN105350654A (en) * | 2015-11-13 | 2016-02-24 | 中国水利水电第十四工程局有限公司 | Construction method for adjusting steel plate embedded parts to reach design and construction accuracy |
| CN206090854U (en) * | 2016-10-21 | 2017-04-12 | 中冶华天工程技术有限公司 | Dismantled and assembled support device |
| CN206570949U (en) * | 2017-03-08 | 2017-10-20 | 中铁四局集团第四工程有限公司 | It is a kind of precisely to adjust the device of pre-embedded steel slab elevation |
| CN207047889U (en) * | 2017-08-11 | 2018-02-27 | 马鞍山钢铁建设集团有限公司 | A kind of device for installing forging machine main frame embedded part |
-
2018
- 2018-12-20 CN CN201811577723.2A patent/CN109441111A/en active Pending
Patent Citations (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN202031339U (en) * | 2011-04-27 | 2011-11-09 | 中国五冶集团有限公司 | High-precision equipment installing and positioning tool |
| CN103790377A (en) * | 2012-10-29 | 2014-05-14 | 五冶集团上海有限公司 | Heavy embedded part ultrahigh mounting precision control method |
| CN104234385A (en) * | 2014-08-25 | 2014-12-24 | 中国十七冶集团有限公司 | Mounting and construction method for terrace large-size steel plate embedded part |
| CN105350654A (en) * | 2015-11-13 | 2016-02-24 | 中国水利水电第十四工程局有限公司 | Construction method for adjusting steel plate embedded parts to reach design and construction accuracy |
| CN206090854U (en) * | 2016-10-21 | 2017-04-12 | 中冶华天工程技术有限公司 | Dismantled and assembled support device |
| CN206570949U (en) * | 2017-03-08 | 2017-10-20 | 中铁四局集团第四工程有限公司 | It is a kind of precisely to adjust the device of pre-embedded steel slab elevation |
| CN207047889U (en) * | 2017-08-11 | 2018-02-27 | 马鞍山钢铁建设集团有限公司 | A kind of device for installing forging machine main frame embedded part |
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| PB01 | Publication | ||
| PB01 | Publication | ||
| SE01 | Entry into force of request for substantive examination | ||
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| WD01 | Invention patent application deemed withdrawn after publication |
Application publication date: 20190308 |
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| WD01 | Invention patent application deemed withdrawn after publication |