CN201144524Y - Reinforcement for detached wall stud - Google Patents
Reinforcement for detached wall stud Download PDFInfo
- Publication number
- CN201144524Y CN201144524Y CNU2007200778494U CN200720077849U CN201144524Y CN 201144524 Y CN201144524 Y CN 201144524Y CN U2007200778494 U CNU2007200778494 U CN U2007200778494U CN 200720077849 U CN200720077849 U CN 200720077849U CN 201144524 Y CN201144524 Y CN 201144524Y
- Authority
- CN
- China
- Prior art keywords
- wall
- trestle
- wall trestle
- steel
- steel joist
- 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.)
- Expired - Fee Related
Links
- 230000002787 reinforcement Effects 0.000 title claims description 13
- 229910000831 Steel Inorganic materials 0.000 claims abstract description 61
- 239000010959 steel Substances 0.000 claims abstract description 61
- 230000003014 reinforcing effect Effects 0.000 claims description 17
- 238000009434 installation Methods 0.000 abstract description 6
- 238000010586 diagram Methods 0.000 description 5
- 238000000034 method Methods 0.000 description 4
- 230000000903 blocking effect Effects 0.000 description 2
- 230000000694 effects Effects 0.000 description 2
- 239000012467 final product Substances 0.000 description 2
- 238000010276 construction Methods 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 239000000725 suspension Substances 0.000 description 1
- 230000009466 transformation Effects 0.000 description 1
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- Working Measures On Existing Buildindgs (AREA)
Abstract
The utility model discloses a fixing device in dismantling wall studs, which is used for fixing the dismantled wall studs and the external wall. The utility model comprises three steel trimmer beams; wherein, the steel trimmer beam is horizontally fixed on the internal side and the external side of the external wall of the dismantled wall studs; the steel trimmer beam is arranged on the internal side of the dismantled wall studs in parallel; the two ends of each steel trimmer beam are fixed on the wall studs on the two sides of the dismantled wall studs and the height is equal to part of the dismantled wall studs; a horizontal support rod is arranged between the steel trimmer beams in the position of the dismantled studs; a plurality of reinforced beams are vertically fixed around the wall studs on the two sides of the dismantled wall studs; the upper end of the reinforced beam is fixedly connected with the steel trimmer beam. The utility model not only meets the spatial structure requirement of the lower part of the wall studs but also ensures the normal use of the existing structure on the upper part of the wall studs. When truncating the wall studs, the utility model can bear the studs without affecting the installation of other devices.
Description
Technical field
The utility model belongs to building field, relates in particular to a kind of bracing means that factory building wall trestle is removed that is used for.
Background technology
In the old factory rehabilitation process; we run into such situation through regular meeting: in order to widen the gate and to keep the gate with the old structure in top; often need certain root wall trestle is blocked from the centre; remove the latter half and keep the first half; satisfying the spatial configuration requirement of bottom, and keep the top existing structure and normally use.And do not find a kind ofly in the prior art at above-mentioned situation, promptly after this post is blocked, guarantee the method that this post still can operate as normal.Therefore be necessary to invent the above problem of a kind of device solves.
The utility model content
The purpose of this utility model provides a kind of bracing means of removing the wall trestle, when the spatial configuration that satisfies wall trestle bottom requires, guaranteed that wall trestle top existing structure can normally use, when the wall trestle blocks, can play supporting role to this post, and not influence other Unit Installation.
The purpose of this utility model is achieved in that a kind of bracing means of removing the wall trestle, be used for reinforcing and be removed wall trestle and exterior wall, comprise three steel joists, wherein steel joist horizontal fixed is on the medial surface and lateral surface of the exterior wall that is removed the wall trestle, the steel joist is set in parallel in the wall trestle inboard that is removed, the both ends of every steel joist are all fixed with the wall trestle that is removed wall trestle both sides, its height is contour with the wall trestle part that is removed, and between position steel joist that is removed the wall trestle and steel joist horizontal support bar is set;
Some reinforcements vertically are fixed in around the wall trestle that is removed wall trestle both sides, fixedly connected with the steel joist in the upper end of reinforcement.
Preferably, also comprise at least two interim support bars that balance is provided with, an end of interim support bar is supported in and is removed wall trestle top, and the other end is fixed on the ground.
Preferably, between position steel joist that is removed the wall trestle and steel joist reinforcing rib is set, reinforcing rib is provided with the bearing junction plate.
Preferably, described steel joist and reinforcing rib are channel-section steel, and reinforcement is an angle steel.
Preferably, the described wall trestle bottom along continuous straight runs that is removed wall trestle both sides is provided with two channel-section steels.
Preferably, the described body of wall that is removed the wall trestle of wall trestle both sides is provided with reinforcing angle.
Preferably, described steel joist and be removed between the reserve part of wall trestle and be provided with pad.
Preferably, described exterior wall and being removed is provided with the top and connects channel-section steel between the wall trestle reserve part.
Preferably, described horizontal support bar is the setting of " it " shape.
Technical conceive of the present utility model is as follows: in transformation process, the key issue that need to solve is how to block and after this post is blocked, guarantee that this post still can continue participation work.What adopt usually is the way that joist changes post, promptly sets up a crossbeam or truss below the truncation surface of pillar, and the pillar of intending blocking is stood on the joist of setting up.
Before blocking pillar, must interim support be set to this post, and this support can not have influence on the normal mounting of joist.This step is the committed step of whole construction course.When support was set, what we adopted is three methods of establishing support: wherein the two sides strong point acted on the suspension column that is blocked pillar both sides pillar, and another side supports and can be provided with according to the site condition at scene.After interim support setting is finished, just can block pillar in the intercepted position of needs.Treat behind the newly-increased joist installation in position intercepted pillar firmly connected with it and get final product, carry out required hole at last again and offer to satisfy instructions for use.
The utility model makes it compared with prior art owing to adopted above technical scheme, has the following advantages and good effect:
1 it is simple in structure, easy for installation, comprises three steel joists, when the spatial configuration that satisfies wall trestle bottom requires, has guaranteed that wall trestle top existing structure can normally use.
2 are provided with some reinforcements, when the wall trestle blocks, can play supporting role to this post, and not influence other Unit Installation.
Description of drawings
Fig. 1 is a bracing means overall structure schematic diagram of the present utility model.
Fig. 2 is the reinforcement of A part of Fig. 1 and the partial schematic diagram of wall trestle junction.
Fig. 3 is the partial schematic diagram of the B wall trestle bottom partly of Fig. 1.
Fig. 4 be Fig. 1 along C-C to the schematic diagram of steel joist.
Fig. 5 be Fig. 4 along D-D to the reinforcing schematic diagram of intercepted wall trestle.
Fig. 6 be Fig. 1 along E-E to support bar and wall trestle junction sectional drawing.
Among the figure, the 11,12, the 13rd, the steel joist; The 14th, horizontal support bar; The 15th, reinforcing rib; The 16th, the bearing junction plate; The 21st, reinforcement; The 22nd, reinforcing angle; The 3rd, support bar; The 31st, junction plate; The 4th, channel-section steel; The 5th, pad; The 6th, the top connects channel-section steel; The 7th, round steel.
The specific embodiment
As Fig. 1, shown in 4,6, this device comprises three steel joists 11,12,13, is channel-section steel in the present embodiment, and steel joist 13 is set in parallel in the wall trestle inboard that is removed, steel joist 11,12 respectively horizontal fixed in the both sides of the exterior wall that is removed the wall trestle.Fix a reinforcing rib 15 (as shown in Figure 5) between steel joist 12 and the steel joist 13, reinforcing rib 15 is a channel-section steel in the present embodiment, and reinforcing rib 15 is provided with a bearing junction plate 16.The both ends of every steel joist are all fixed with the wall trestle that is removed wall trestle both sides, and its height is contour with the wall trestle part that is removed.Be provided with some horizontal support bars 14 between position steel joist 12 that is removed the wall trestle and steel joist 13, horizontal support bar 14 is " it " shape and is provided with.As shown in Figure 1, steel joist and be removed between the reserve part of wall trestle and be provided with a pad 5 is in order to fill the steel joist and to be removed gap between the reserve part of wall trestle.At exterior wall be removed and be provided with a top between the wall trestle reserve part and connect channel-section steel 6.
As Fig. 1, shown in 2,3, also comprise some reinforcements 21, be 4 angle steel in the present embodiment, symmetry vertically is fixed in around the wall trestle that is removed wall trestle both sides, and fixedly connected by dowel with the steel joist in the upper end of reinforcement 21.Referring to Fig. 4, on the body of wall of the wall trestle of removing wall trestle both sides, also be provided with a reinforcing angle 22 simultaneously.As shown in Figure 3, respectively be provided with two channel-section steels 4 at the wall column bottom along continuous straight runs that is removed wall trestle both sides, it is fixing with wall trestle bottom by two fastening round steel 7, plays the effect of auxiliary reinforcement walls trestle.
As Fig. 1, shown in 3,6, also comprise three interim support bars 3, two interim support bars wherein, an end is supported in and is removed wall trestle top, and the other end is fixing with the wall trestle bottom that is removed wall trestle both sides by a plate 31.The interim support bar of another root with according to the field condition setting, and can not have influence on the normal mounting of steel joist, as shown in Figure 6, this interim support bar passes in and out direction and is installed in the inboard that is removed the wall trestle along the gate in the present embodiment.
Claims (9)
1. a bracing means of removing the wall trestle is used for reinforcing and is removed wall trestle and exterior wall, it is characterized in that comprising:
Three steel joists, wherein steel joist (11,12) horizontal fixed is on the medial surface and lateral surface of the exterior wall that is removed the wall trestle, steel joist (13) is set in parallel in the wall trestle inboard that is removed, the both ends of every steel joist are all fixed with the wall trestle that is removed wall trestle both sides, its height is contour with the wall trestle part that is removed, and is provided with some horizontal support bars (14) between position steel joist (12) that is removed the wall trestle and steel joist (13);
Some reinforcements (21) vertically are fixed in around the wall trestle that is removed wall trestle both sides, fixedly connected with the steel joist in the upper end of reinforcement (21).
2. the bracing means of dismounting wall trestle as claimed in claim 1 is characterized in that: also comprise at least two interim support bars (3) that balance is provided with, an end of interim support bar (3) is supported in and is removed wall trestle top, and the other end is fixed on the ground.
3. the bracing means of dismounting wall trestle as claimed in claim 1 or 2 is characterized in that: be provided with reinforcing rib (15) between position steel joist (12) that is removed the wall trestle and steel joist (13), reinforcing rib (15) is provided with bearing junction plate (16).
4. the bracing means of dismounting wall trestle as claimed in claim 3 is characterized in that: described steel joist (11,12,13) and reinforcing rib (15) are channel-section steel, and reinforcement (21) is an angle steel.
5. the bracing means of dismounting wall trestle as claimed in claim 4 is characterized in that: the described wall trestle bottom along continuous straight runs that is removed wall trestle both sides is provided with two channel-section steels (4).
6. the bracing means of dismounting wall trestle as claimed in claim 5 is characterized in that: the described body of wall that is removed the wall trestle of wall trestle both sides is provided with reinforcing angle (22).
7. the bracing means of dismounting wall trestle as claimed in claim 6 is characterized in that: described steel joist and be removed between the reserve part of wall trestle and be provided with pad (5).
8. the bracing means of dismounting wall trestle as claimed in claim 7 is characterized in that: described exterior wall and being removed is provided with the top and connects channel-section steel (6) between the wall trestle reserve part.
9. the bracing means of dismounting wall trestle as claimed in claim 8 is characterized in that: described horizontal support bar (14) is " it " shape and is provided with.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CNU2007200778494U CN201144524Y (en) | 2007-12-29 | 2007-12-29 | Reinforcement for detached wall stud |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CNU2007200778494U CN201144524Y (en) | 2007-12-29 | 2007-12-29 | Reinforcement for detached wall stud |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN201144524Y true CN201144524Y (en) | 2008-11-05 |
Family
ID=40081398
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CNU2007200778494U Expired - Fee Related CN201144524Y (en) | 2007-12-29 | 2007-12-29 | Reinforcement for detached wall stud |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN201144524Y (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103086162A (en) * | 2011-10-28 | 2013-05-08 | 五冶集团上海有限公司 | Temporary online transportation platform supporting structure and using method thereof |
| CN106245808A (en) * | 2016-08-30 | 2016-12-21 | 中国十九冶集团有限公司 | Method for installing wall skin of blast furnace casting house |
| CN108104506A (en) * | 2017-12-12 | 2018-06-01 | 上海建工建集团有限公司 | It is a kind of to be used for structural demolition and the temporary facility rebuilded and its construction method |
-
2007
- 2007-12-29 CN CNU2007200778494U patent/CN201144524Y/en not_active Expired - Fee Related
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103086162A (en) * | 2011-10-28 | 2013-05-08 | 五冶集团上海有限公司 | Temporary online transportation platform supporting structure and using method thereof |
| CN106245808A (en) * | 2016-08-30 | 2016-12-21 | 中国十九冶集团有限公司 | Method for installing wall skin of blast furnace casting house |
| CN108104506A (en) * | 2017-12-12 | 2018-06-01 | 上海建工建集团有限公司 | It is a kind of to be used for structural demolition and the temporary facility rebuilded and its construction method |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20081105 Termination date: 20151229 |
|
| EXPY | Termination of patent right or utility model |