CN109487924A - The constructing structure and method of hanging lightweight bulkhead under a kind of steel-frame structure is fixed - Google Patents
The constructing structure and method of hanging lightweight bulkhead under a kind of steel-frame structure is fixed Download PDFInfo
- Publication number
- CN109487924A CN109487924A CN201811050398.4A CN201811050398A CN109487924A CN 109487924 A CN109487924 A CN 109487924A CN 201811050398 A CN201811050398 A CN 201811050398A CN 109487924 A CN109487924 A CN 109487924A
- Authority
- CN
- China
- Prior art keywords
- steel
- angle steel
- davit
- headed bolt
- gib headed
- 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 abstract description 6
- 229910000831 Steel Inorganic materials 0.000 claims abstract description 94
- 239000010959 steel Substances 0.000 claims abstract description 94
- 238000003466 welding Methods 0.000 claims abstract description 13
- 238000005192 partition Methods 0.000 claims abstract description 9
- 230000002787 reinforcement Effects 0.000 claims abstract description 8
- 238000010276 construction Methods 0.000 claims description 16
- 238000009434 installation Methods 0.000 claims description 6
- 229910000746 Structural steel Inorganic materials 0.000 claims description 4
- 238000010586 diagram Methods 0.000 description 4
- 230000006978 adaptation Effects 0.000 description 2
- 238000005553 drilling Methods 0.000 description 2
- 230000007613 environmental effect Effects 0.000 description 2
- 230000009286 beneficial effect Effects 0.000 description 1
- 230000007812 deficiency Effects 0.000 description 1
- 238000004134 energy conservation Methods 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 239000000463 material Substances 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 238000006467 substitution reaction Methods 0.000 description 1
Classifications
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B2/00—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls
- E04B2/74—Removable non-load-bearing partitions; Partitions with a free upper edge
- E04B2/7407—Removable non-load-bearing partitions; Partitions with a free upper edge assembled using frames with infill panels or coverings only; made-up of panels and a support structure incorporating posts
- E04B2/7453—Removable non-load-bearing partitions; Partitions with a free upper edge assembled using frames with infill panels or coverings only; made-up of panels and a support structure incorporating posts with panels and support posts, extending from floor to ceiling
- E04B2/7457—Removable non-load-bearing partitions; Partitions with a free upper edge assembled using frames with infill panels or coverings only; made-up of panels and a support structure incorporating posts with panels and support posts, extending from floor to ceiling with wallboards attached to the outer faces of the posts, parallel to the partition
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B2/00—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls
- E04B2/74—Removable non-load-bearing partitions; Partitions with a free upper edge
- E04B2/76—Removable non-load-bearing partitions; Partitions with a free upper edge with framework or posts of metal
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B2/00—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls
- E04B2/74—Removable non-load-bearing partitions; Partitions with a free upper edge
- E04B2/82—Removable non-load-bearing partitions; Partitions with a free upper edge characterised by the manner in which edges are connected to the building; Means therefor; Special details of easily-removable partitions as far as related to the connection with other parts of the building
- E04B2/821—Connections between two opposed surfaces (i.e. floor and ceiling) by means of a device offering a restraining force acting in the plane of the partition
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B2/00—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls
- E04B2/74—Removable non-load-bearing partitions; Partitions with a free upper edge
- E04B2002/7461—Details of connection of sheet panels to frame or posts
- E04B2002/7466—Details of connection of sheet panels to frame or posts using hooks
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B2/00—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls
- E04B2/74—Removable non-load-bearing partitions; Partitions with a free upper edge
- E04B2002/7461—Details of connection of sheet panels to frame or posts
- E04B2002/7477—Details of connections using screws or nails
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Physics & Mathematics (AREA)
- Electromagnetism (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Joining Of Building Structures In Genera (AREA)
Abstract
The invention discloses the constructing structures and method of a kind of steel-frame structure hanging lightweight bulkhead under fixed, including built-in fitting, davit, reinforcement channel steel, first angle steel, second angle steel, first gib headed bolt and the second gib headed bolt, the davit is fixedly connected by built-in fitting or the first angle steel with steel-frame structure, first gib headed bolt is hooked on the first angle steel for being fixed on davit, and with the first angle steel firm welding, second gib headed bolt is hooked on the second angle steel for being fixed on davit, and with the second angle steel firm welding, second angle steel is in contact with the bottom end of lightweight bulkhead, form stress support.The present invention guarantees that steel-frame structure is completely embedded with light partition wall by the position-limiting action of gib headed bolt, guarantee that structure vertical force is transmitted in main structure by angle steel collet, by adjusting davit kerf control partition wall verticality meet design requirement, solve steel-frame structure under hanging light partition wall fixed form the technical issues of.
Description
Technical field
The invention belongs to housing construction technical fields, and in particular under a kind of steel-frame structure is fixed hanging lightweight every
The constructing structure and method of plate.
Background technique
With the rapid development of our country's economy, the green of building, environmental requirement are higher and higher.Steel building is because of its material
Feature has the characteristics that from heavy and light, overall stiffness is good, deformability is strong, the completion time of project is short, with the development of architectural industrialization, steel
Structural building must have bigger stage；Lightweight bulkhead compares the spies such as traditional building block height, energy conservation and environmental protection because of its assembling degree
Point will can have been more and more widely used.The combined application of lightweight bulkhead and steel-frame structure is related to a part of node
Deepen Design；The connection of hanging lightweight bulkhead and steel-frame structure needs special design under especially.
Summary of the invention
In order to overcome steel-frame structure in the prior art and lightweight bulkhead that difficult, construction technology is not mature enough etc. is fixedly mounted
Technological deficiency, the present invention provides the constructing structures and method of a kind of steel-frame structure hanging lightweight bulkhead under fixed, pass through hook
The position-limiting action of hook bolt guarantees that steel-frame structure is completely embedded with light partition wall, is realized by angle steel collet structure is vertical
Power is transmitted in main structure, solves above-mentioned technical problem.
The present invention is achieved through the following technical solutions above-mentioned purpose, hanging lightweight bulkhead under a kind of steel-frame structure is fixed
Constructing structure, including built-in fitting, davit, reinforcement channel steel, the first angle steel, the second angle steel, the first gib headed bolt and the second gib head
Bolt, the davit are fixedly connected by built-in fitting or the first angle steel with steel-frame structure, and first gib headed bolt is hooked on
Be fixed on the first angle steel of davit, and with the first angle steel firm welding, second gib headed bolt, which is hooked on, is fixed on davit
The second angle steel on, and with the second angle steel firm welding, second angle steel is in contact with the bottom end of lightweight bulkhead, forms stress
Support.
In the use of the present invention, there are different construction methods from the spacing size of lightweight bulkhead for steel-frame structure, have
Body shows themselves in that
When the spacing between formed steel construction beam and lightweight bulkhead is greater than the width of davit, the construction method are as follows: install on floor
Reinforcement channel steel and structural steel beam and davit are fully welded by built-in fitting by davit and built-in fitting firm welding respectively, and guarantee davit
Verticality requirement, and to the first angle steel and built-in fitting and davit firm welding；The respective bore on lightweight bulkhead, and to lightweight every
Plate lower part carries out cutting and polish to adapt to the second angle steel and recessed less than the second angle steel thickness；Lightweight bulkhead decentralization is in place,
And installation fixation is carried out with the first gib headed bolt and the second gib headed bolt, then by the first gib headed bolt and the first angle steel, second
The two sides of gib headed bolt and the second angle steel contact position are fully welded.
When formed steel construction beam closely lightweight bulkhead, the construction method are as follows: weld davit in structural steel beam bottom, and by the
One angle steel is fully welded with steel beam bottom, davit, and the second angle steel is fully welded with davit；The respective bore on lightweight bulkhead, and to lightweight every
Plate lower part carries out cutting and polish to adapt to the second angle steel and recessed less than the second angle steel thickness；Lightweight bulkhead decentralization is in place,
And installation fixation is carried out with the first gib headed bolt and the second gib headed bolt, then by the first gib headed bolt and the first angle steel, second
The two sides of gib headed bolt and the second angle steel contact position are fully welded.
In general, through the invention it is contemplated above technical scheme is compared with the prior art, can achieve following has
Beneficial effect: the present invention solves steel-frame structure and the technical issues of hanging light partition wall fixed form, passes through gib headed bolt under
Position-limiting action guarantee steel-frame structure be completely embedded with light partition wall, by angle steel collet guarantee structure vertical force be transmitted to master
In body structure, the requirement of design is met by adjusting the verticality of davit kerf control partition wall.
Detailed description of the invention
Specific embodiments of the present invention are further described in detail with reference to the accompanying drawing, in which:
Fig. 1 is the constructing structure schematic diagram of first embodiment of the invention；
Fig. 2 is the constructing structure schematic diagram of second embodiment of the invention；
In figure: 1- built-in fitting, 2- are hung, 3- reinforcement channel steel, the first angle steel of 4-, the second angle steel of 5-, the first gib headed bolt of 6-, 7-
Two gib headed bolts.
Specific embodiment
The constructing structure of hanging lightweight bulkhead under a kind of steel-frame structure of the present invention is fixed, including built-in fitting 1, davit 2, benefit
Strong channel steel 3, the first angle steel 4, the second angle steel 5, the first gib headed bolt 6 and the second gib headed bolt 7, the built-in fitting 1 are embedded in building
In board concrete, davit 2 is fixedly connected by built-in fitting 1 or the first angle steel 4 with steel-frame structure, first gib headed bolt 6
Be hooked on the first angle steel 4 for being fixed on davit 2, and with 4 firm welding of the first angle steel, second gib headed bolt 7 is hooked on
Be fixed on the second angle steel 5 of davit 2, and with 5 firm welding of the second angle steel, the bottom end of second angle steel 5 and lightweight bulkhead
It is in contact, forms stress support.
It as described in Figure 1, is the constructing structure schematic diagram of first embodiment of the invention, in this embodiment, formed steel construction
Spacing between beam and lightweight bulkhead is greater than the width of davit 2, and construction method mainly comprises the steps that
Step 1: installing built-in fitting 1 on floorslab concrete, by davit 2 and 1 firm welding of built-in fitting, by reinforcement channel steel 3 and knot
Structure girder steel and davit 2 are fully welded respectively, and guarantee the verticality requirement of davit 2, are welded to the first angle steel 4 with built-in fitting 1 and davit 2
Securely；
Step 2: the corresponding position drilling on lightweight bulkhead, and cutting is carried out to lightweight bulkhead lower part and polish adaptation second
Angle steel 5 and recessed less than 5 thickness of the second angle steel；
Step 3: lightweight bulkhead is transferred in place, and carries out installation fixation with the first gib headed bolt 6 and the second gib headed bolt 7, so
The two sides of the first gib headed bolt 6 and the first angle steel 4, the second gib headed bolt 7 and 5 contact position of the second angle steel are fully welded afterwards.
It as described in Figure 2, is the constructing structure schematic diagram of second embodiment of the invention, in this embodiment, formed steel construction
Beam closely lightweight bulkhead does not need built-in fitting 1 and reinforcement channel steel 3 in the constructing structure at this time, and construction method mainly includes
Following steps:
Step 1: davit 2 is welded in structural steel beam bottom, and the first angle steel 4 and steel beam bottom, davit 2 are fully welded, the second angle steel
5 are fully welded with davit 2；
Step 2: the corresponding position drilling on lightweight bulkhead, and cutting is carried out to lightweight bulkhead lower part and polish adaptation second
Angle steel 5 and recessed less than 5 thickness of the second angle steel；
Step 3: lightweight bulkhead is transferred in place, and carries out installation fixation with the first gib headed bolt 6 and the second gib headed bolt 7, so
The two sides of the first gib headed bolt 6 and the first angle steel 4, the second gib headed bolt 7 and 5 contact position of the second angle steel are fully welded afterwards.
In above-mentioned construction method, steel frame is guaranteed by the position-limiting action of the first gib headed bolt 6 and the second gib headed bolt 7
The close connection of structure and light partition wall realizes structure vertical force by 5 collet of the second angle steel and is transmitted in main structure, leads to
The verticality for crossing the kerf control lightweight bulkhead of adjustment davit 2 meets the requirement of design.
As it will be easily appreciated by one skilled in the art that the foregoing is merely illustrative of the preferred embodiments of the present invention, it is not used to
The limitation present invention, any modifications, equivalent substitutions and improvements made within the spirit and principles of the present invention should all include
Within protection scope of the present invention.
Claims (3)
- The constructing structure of hanging lightweight bulkhead under 1. a kind of steel-frame structure is fixed, including built-in fitting (1), davit (2), reinforcement slot Steel (3), the first angle steel (4), the second angle steel (5), the first gib headed bolt (6) and the second gib headed bolt (7), it is characterised in that: institute It states davit (2) and is fixedly connected by built-in fitting (1) or the first angle steel (4) with steel-frame structure, first gib headed bolt (6) hooks Hang on the first angle steel (4) for being fixed on davit (2), and with the first angle steel (4) firm welding, second gib headed bolt (7) Be hooked on the second angle steel (5) for being fixed on davit (2), and with the second angle steel (5) firm welding, second angle steel (5) with The bottom end of lightweight bulkhead is in contact, and forms stress support.
- The construction method of hanging lightweight bulkhead under 2. a kind of steel-frame structure is fixed, it is characterised in that: when formed steel construction beam and gently Spacing between matter partition is greater than the width of davit (2), which mainly comprises the steps thatS1: built-in fitting (1) is installed on floor, by davit (2) and built-in fitting (1) firm welding, by reinforcement channel steel (3) and structure Girder steel and davit (2) are fully welded respectively, and guarantee davit (2) verticality, and to the first angle steel (4) and built-in fitting (1) and davit (2) Firm welding；S2: the respective bore on lightweight bulkhead, and to lightweight bulkhead lower part carry out cutting polish adapt to it is the second angle steel (5) and small In the recessed of the second angle steel (5) thickness；S3: lightweight bulkhead is transferred in place, and carries out installation fixation with the first gib headed bolt (6) and the second gib headed bolt (7), so Afterwards by the two sides of the first gib headed bolt (6) and the first angle steel (4), the second gib headed bolt (7) and the second angle steel (5) contact position into Row is fully welded.
- 3. the construction method of hanging lightweight bulkhead, feature exist under a kind of steel-frame structure according to claim 2 is fixed In: when formed steel construction beam closely lightweight bulkhead, which is mainly comprised the steps thatS1: davit (2) are welded in structural steel beam bottom, and the first angle steel (4) and steel beam bottom, davit (2) are fully welded, second jiao Steel (5) is fully welded with davit (2)；S2: the respective bore on lightweight bulkhead, and to lightweight bulkhead lower part carry out cutting polish adapt to it is the second angle steel (5) and small In the recessed of the second angle steel (5) thickness；S3: lightweight bulkhead is transferred in place, and carries out installation fixation with the first gib headed bolt (6) and the second gib headed bolt (7), so Afterwards by the two sides of the first gib headed bolt (6) and the first angle steel (4), the second gib headed bolt (7) and the second angle steel (5) contact position into Row is fully welded.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201811050398.4A CN109487924A (en) | 2018-09-10 | 2018-09-10 | The constructing structure and method of hanging lightweight bulkhead under a kind of steel-frame structure is fixed |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201811050398.4A CN109487924A (en) | 2018-09-10 | 2018-09-10 | The constructing structure and method of hanging lightweight bulkhead under a kind of steel-frame structure is fixed |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN109487924A true CN109487924A (en) | 2019-03-19 |
Family
ID=65689596
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201811050398.4A Pending CN109487924A (en) | 2018-09-10 | 2018-09-10 | The constructing structure and method of hanging lightweight bulkhead under a kind of steel-frame structure is fixed |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN109487924A (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110374230A (en) * | 2019-06-26 | 2019-10-25 | 中建四局第六建筑工程有限公司 | A kind of exterior wall light cellular partition board installation node and its construction method |
Citations (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| EP1582642A2 (en) * | 2004-04-01 | 2005-10-05 | HL Smith Construction Limited | Partition wall structure |
| CN106894639A (en) * | 2017-04-27 | 2017-06-27 | 中国建筑第八工程局有限公司 | The hanging reverse construction method of installation of steel construction under a kind of |
| CN106939642A (en) * | 2017-04-25 | 2017-07-11 | 中国建筑第八工程局有限公司 | Under hanging packway davit structure and its installation forming method |
| CN206625453U (en) * | 2017-03-30 | 2017-11-10 | 安徽马钢工程技术集团有限公司 | A kind of autoclaved aerated concrete slab structure |
-
2018
- 2018-09-10 CN CN201811050398.4A patent/CN109487924A/en active Pending
Patent Citations (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| EP1582642A2 (en) * | 2004-04-01 | 2005-10-05 | HL Smith Construction Limited | Partition wall structure |
| CN206625453U (en) * | 2017-03-30 | 2017-11-10 | 安徽马钢工程技术集团有限公司 | A kind of autoclaved aerated concrete slab structure |
| CN106939642A (en) * | 2017-04-25 | 2017-07-11 | 中国建筑第八工程局有限公司 | Under hanging packway davit structure and its installation forming method |
| CN106894639A (en) * | 2017-04-27 | 2017-06-27 | 中国建筑第八工程局有限公司 | The hanging reverse construction method of installation of steel construction under a kind of |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110374230A (en) * | 2019-06-26 | 2019-10-25 | 中建四局第六建筑工程有限公司 | A kind of exterior wall light cellular partition board installation node and its construction method |
| CN110374230B (en) * | 2019-06-26 | 2024-05-03 | 中建四局第六建筑工程有限公司 | Mounting node of light partition board of outer wall and construction method of mounting node |
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| 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 | ||
| RJ01 | Rejection of invention patent application after publication |
Application publication date: 20190319 |
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| RJ01 | Rejection of invention patent application after publication |