CN206784942U - One kind building recessed corridor high-altitude support for shuttering - Google Patents
One kind building recessed corridor high-altitude support for shuttering Download PDFInfo
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- CN206784942U CN206784942U CN201720441032.4U CN201720441032U CN206784942U CN 206784942 U CN206784942 U CN 206784942U CN 201720441032 U CN201720441032 U CN 201720441032U CN 206784942 U CN206784942 U CN 206784942U
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Abstract
The utility model discloses one kind to build recessed corridor high-altitude support for shuttering, including steel structure support seat, it is erected at steel structure support seat and the flange beam formwork platform on major structure of construction, the steel structure support seat includes the right angled triangle support frame being welded by vertical support I-steel, horizontal I-steel, diagonal brace I-steel, the vertical support I-steel is fixed by split bolt and shear wall, the steel corbel for being supported on steel structure support seat bottom is fixed with the shear wall, is connected between the horizontal I-steel of both sides steel structure support seat by junction steel plate；The flange beam formwork platform includes some girder I-steel and coupling beam I-steel of encorbelmenting, the inner of the girder I-steel of encorbelmenting anchors with major structure of construction, the outer end of the girder I-steel of encorbelmenting and the horizontal I-steel of steel structure support seat are fixed, and the coupling beam I-steel square crossing, which rides upon, encorbelments on girder I-steel.The utility model can reduce construction cost with convenient construction, accelerating construction progress.
Description
Technical field
It the utility model is related to building construction technology, and in particular to based on the high-altitude support for shuttering for building recessed corridor.
Background technology
In general public building design, in order to strengthen vividness and visual impact, meeting using function simultaneously, it is past
Toward with the addition of greatly across, the element such as encorbelment, but this brings larger difficulty to the formwork at these positions and construction.
Utility model content
Technical problem to be solved in the utility model is just to provide a kind of building recessed corridor high-altitude support for shuttering, is ensuring safety
On the premise of, reduce construction cost, accelerating construction progress.
In order to solve the above technical problems, the utility model adopts the following technical scheme that：One kind building recessed corridor high-altitude support for shuttering,
Extend both sides shear wall from major structure of construction and form recessed corridor, the high-altitude support for shuttering is included in the recess of recessed corridor simultaneously
Two steel structure support seats fixed respectively with both sides shear wall, the I-steel being erected on steel structure support seat and major structure of construction
Formwork platform, the steel structure support seat are straight including being welded by vertical support I-steel, horizontal I-steel, diagonal brace I-steel
Angle triangle support frame, the vertical support I-steel are fixed by split bolt and shear wall, are fixed with the shear wall
The steel corbel of steel structure support seat bottom is supported on, is connected between the horizontal I-steel of both sides steel structure support seat by junction steel plate；
The flange beam formwork platform includes some encorbelment girder I-steel and coupling beam I-steel, the inner of the girder I-steel of encorbelmenting
Anchored with major structure of construction, the outer end of the girder I-steel of encorbelmenting and the horizontal I-steel of steel structure support seat are fixed, described
Coupling beam I-steel square crossing, which rides upon, encorbelments on girder I-steel；Support for shuttering is set up on the flange beam formwork platform, it is described
The vertical rod of support for shuttering is placed on the coupling beam I-steel of flange beam formwork platform.
Preferably, the inside of the right angled triangle support frame is provided with and is connected diagonal brace I-steel with vertical support I-steel
And be in horizontally disposed center stayrod, diagonal brace I-steel is connected and in angularly disposed with horizontal I-steel by shear wall end
Diagonal brace pull bar, by diagonal brace I-steel with being connected in the middle part of horizontal I-steel and being in vertically arranged vertical strut.
Preferably, it is connected with the middle part of the steel structure support seat in oblique and shear wall drawknot channel-section steel stay bolt.
Preferably, be provided with steel plate clamping plate between the split bolt and vertical support I-steel, the steel plate clamping plate it is upper
Side is welded with the resistant slide steel plate being welded and fixed with vertical support I-steel.
Preferably, the steel corbel includes the angle-table bracket for the L-type structure that vertical steel plate is welded into horizontal steel plate, described
Vertical steel plate is fixed by bolt and shear wall, described that supporting steel plate is vertically welded between steel plate and horizontal steel plate.
Preferably, the advance perforate of the junction steel plate and fixed by bolt and horizontal I-steel, and the junction steel plate
Welded with horizontal I-steel.
Preferably, the lower section of the flange beam formwork platform is provided with and is fixed with major structure of construction and support flange beam formwork
The lower support base of platform.
Preferably, steel plate bottom plate is embedded with the floor of the major structure of construction, anchor is fixed with the steel plate bottom plate
Fixing bolt, the anchor bolt are equipped with the girder I-steel that will encorbelment above girder I-steel of encorbelmenting and are pressed abd fixed on building
Steel plate pressing plate on agent structure floor.
Preferably, fixed between the horizontal I-steel and girder I-steel of encorbelmenting by U-bolt and anchor plate.
The technical solution adopted in the utility model, the shear wall end symmetric in recessed corridor both sides set two and welded by I-steel
The steel structure support seat of the three-legged structure connect, to undertake the top support body load of flange beam formwork platform transmission, it can facilitate
Construction, accelerating construction progress, reduce construction cost.In addition, steel structure support seat is connected by split bolt with agent structure, steel knot
Structure rest base sets a steel corbel respectively, it is ensured that the stability and reliability of steel structure support seat.
Brief description of the drawings
The utility model is further described with reference to the accompanying drawings and detailed description：
Fig. 1 is structural representation of the present utility model；
Fig. 2 is the structural representation of both sides steel structure support seat；
Fig. 3 is the attachment structure schematic diagram between vertical support I-steel and shear wall；
Fig. 4 is the attachment structure schematic diagram between steel corbel and shear wall；
Fig. 5 is the attachment structure schematic diagram between the horizontal I-steel of both sides steel structure support seat；
Fig. 6 is the drawknot structural representation of steel structure support seat and shear wall；
Fig. 7 is facade structures schematic diagram of the present utility model；
Fig. 8 is the anchor structure schematic diagram of girder I-steel and major structure of construction of encorbelmenting；
The attachment structure schematic diagram that Fig. 9 is horizontal I-steel between girder I-steel of encorbelmenting.
Embodiment
As shown in Figure 1 and Figure 7, extend both sides shear wall 41 from major structure of construction 4 and form recessed corridor, the utility model
The recessed corridor high-altitude support for shuttering of building be just erected at recessed Lang Chu.The recessed corridor high-altitude support for shuttering of the building is included in the recess of recessed corridor simultaneously
Two steel structure support seats 1 fixed respectively with both sides shear wall 41, the work being erected on steel structure support seat and major structure of construction
Word steel formwork platform 2, support for shuttering 3 is set up on the flange beam formwork platform 2.The steel structure support seat 1 is also associated with upward
Draw the oblique pull steel wire rope 15 of steel structure support seat 1.The recessed corridor high-altitude support for shuttering of the building is strut-framed stress system, increases oblique pull steel wire
Rope 15 is used as safety stock, and vertical load is delivered to the steel of major structure of construction and recessed corridor end by flange beam formwork platform 2
On structural bearings 1, stress is clearly reasonable, meets specification regulation, safe handling has been effectively ensured.
As shown in Fig. 2 steel structure support seat 1 is included by vertical support I-steel 101, horizontal I-steel 102, diagonal brace I-steel
The 103 right angled triangle support frames 10 being welded, the vertical support I-steel 101 pass through split bolt 11 and shear wall 41
It is fixed.Connect between two end steel structure support seats to joining.To ensure that support body is stable, the horizontal I-shaped of two end steel structure support seats
The both sides of steel 102 are respectively connected with junction steel plate 13.
In addition, the inside of the right angled triangle support frame is provided with diagonal brace I-steel 103 and vertical support I-steel 101
Connection and be in horizontally disposed center stayrod 104, diagonal brace I-steel 103 is connected with horizontal I-steel 102 by shear wall end
And be in angularly disposed diagonal brace pull bar 105, diagonal brace I-steel 103 is connected and in vertically arranged with the horizontal middle part of I-steel 102
Vertical strut 106.Center stayrod 104, diagonal brace pull bar 105 and vertical strut 106 are that I-steel is made and and right angle trigonometry
10 each I-steel of shape support frame is welded and fixed as entirety, ensures right angle by the strut inside right angled triangle support frame and pull bar
The structural stability of triangle support frame.
As shown in figure 3, steel plate clamping plate 111, the steel are provided between the split bolt 11 and vertical support I-steel 101
The upside of plate clamping plate 111 is welded with the resistant slide steel plate 112 being welded and fixed with vertical support I-steel 101, to avoid steel plate from pressing from both sides
Plate 111 slides.
As shown in figure 4, to ensure end steel structure support seat safety, it is fixed with the shear wall 41 and is supported on steel construction branch
The steel corbel 12 of seat bottom.The steel corbel 12 includes the ox for the L-type structure that vertical steel plate 121 is welded into horizontal steel plate 122
Leg support, the vertical steel plate 121 is fixed by bolt and shear wall, described vertically to be welded between steel plate 121 and horizontal steel plate 122
It is connected to supporting steel plate 123.
As shown in figure 5, the 13 advance perforate of junction steel plate and fixed by bolt 131 and horizontal I-steel 102, and institute
Junction steel plate 13 is stated to weld with horizontal I-steel 102.Specifically, the advance perforate of junction steel plate is bolted, and is then entered again
Row is welded to connect.
As shown in fig. 6, the middle part of the steel structure support seat 1 is connected with the channel-section steel stay bolt 14 with the drawknot of shear wall 41.With true
Protect bearing Out-of-plane Stability.
As shown in fig. 7, the flange beam formwork platform 2 includes some encorbelment girder I-steel 21 and coupling beam I-steel 22,
The inner of the girder I-steel of encorbelmenting anchors with major structure of construction 4, outer end and the steel knot of the girder I-steel 21 of encorbelmenting
The horizontal I-steel 102 of structure bearing is fixed, and the square crossing of coupling beam I-steel 22, which rides upon, encorbelments on girder I-steel 21, institute
The vertical rod for stating support for shuttering 3 is placed on the coupling beam I-steel 22 of flange beam formwork platform.Set below the flange beam formwork platform
There is the lower support base 23 fixed with major structure of construction and support flange beam formwork platform.Wherein, lower support base 23 includes vertical
I-steel, horizontal support I-steel, skewed horizontal load I-steel are shored, vertically shores I-steel, horizontal support I-steel, oblique branch
Support I-steel is welded into right angled triangle, and skewed horizontal load I-steel is provided with oblique stay bolt I-shaped between girder I-steel 21 of encorbelmenting
Steel.
As shown in figure 8, steel plate bottom plate 402 is embedded with the floor 401 of the major structure of construction, the steel plate bottom plate
Anchor bolt 25 is fixed with 402, the anchor bolt is equipped with the girder I-shaped that will encorbelment above girder I-steel of encorbelmenting
Steel is pressed abd fixed on the steel plate pressing plate 251 on major structure of construction floor.When floor 401 pours with pre-buried steel plate bottom plate 402
Between set film separation layer, and the useless template lath 404 that the wide 18mm of surrounding nail 30mm are thick.Set simultaneously during concrete floor slab placement for anchoring
The PVC sleeve pipes 403 that bolt 25 passes through.
As shown in figure 9, pass through U-bolt 24 and anchoring between the horizontal I-steel 102 and girder I-steel 21 of encorbelmenting
Steel plate 241 is fixed.
To sum up, support for shuttering of the present utility model, reasonable in design, securely and reliably, easy for construction, construction cost is low, economy effect
Benefit and social benefit are notable.
In addition to above preferred embodiment, the utility model also has other embodiments, and those skilled in the art can root
It is variously modified and deforms according to the utility model, without departing from spirit of the present utility model, the utility model all should be belonged to
Scope as defined in the claims.
Claims (10)
1. one kind building recessed corridor high-altitude support for shuttering, extends both sides shear wall from major structure of construction and forms recessed corridor, its feature
It is：The high-altitude support for shuttering includes the two steel construction branch fixed respectively in the recess of recessed corridor and with both sides shear wall
Seat, steel structure support seat and the flange beam formwork platform on major structure of construction are erected at, the steel structure support seat is included by vertical
The right angled triangle support frame that supporting I-steel, horizontal I-steel, diagonal brace I-steel are welded, the vertical support I-steel
Fixed by split bolt and shear wall, the steel corbel for being supported on steel structure support seat bottom, both sides are fixed with the shear wall
Connected between the horizontal I-steel of steel structure support seat by junction steel plate；The flange beam formwork platform includes some girders of encorbelmenting
I-steel and coupling beam I-steel, the inner and the major structure of construction of the girder I-steel of encorbelmenting anchor, the girder work of encorbelmenting
The outer end of word steel and the horizontal I-steel of steel structure support seat are fixed, and the coupling beam I-steel square crossing rides upon girder work of encorbelmenting
On word steel；Support for shuttering is set up on the flange beam formwork platform, the vertical rod of the support for shuttering is placed in the company of flange beam formwork platform
On beam I-steel.
A kind of 2. building recessed corridor high-altitude support for shuttering according to claim 1, it is characterised in that：The right angled triangle support
Diagonal brace I-steel provided with being connected and being in horizontally disposed center stayrod by the inside of frame with vertical support I-steel, by diagonal brace I-shaped
Steel is connected by shear wall end with horizontal I-steel and is in angularly disposed diagonal brace pull bar, by diagonal brace I-steel and horizontal I-steel
Middle part connects and is in vertically arranged vertical strut.
A kind of 3. building recessed corridor high-altitude support for shuttering according to claim 1, it is characterised in that：In the middle part of the steel structure support seat
It is connected with the oblique and channel-section steel stay bolt of shear wall drawknot.
A kind of 4. building recessed corridor high-altitude support for shuttering according to claim 1, it is characterised in that：The split bolt with it is vertical
Steel plate clamping plate is provided between supporting I-steel, is welded with what is be welded and fixed with vertical support I-steel on the upside of the steel plate clamping plate
Resistant slide steel plate.
A kind of 5. building recessed corridor high-altitude support for shuttering according to claim 1, it is characterised in that：The steel corbel includes vertical
The angle-table bracket for the L-type structure that steel plate is welded into horizontal steel plate, the vertical steel plate is fixed by bolt and shear wall, described
Supporting steel plate is vertically welded between steel plate and horizontal steel plate.
A kind of 6. building recessed corridor high-altitude support for shuttering according to claim 1, it is characterised in that：The junction steel plate is opened in advance
Hole is simultaneously fixed by bolt and horizontal I-steel, and the junction steel plate welds with horizontal I-steel.
7. one kind building recessed corridor high-altitude support for shuttering according to claim 1 to 6 any one, it is characterised in that：The steel
Structural bearings is also associated with the oblique pull steel wire rope of upward oblique pull steel structure support seat.
A kind of 8. building recessed corridor high-altitude support for shuttering according to claim 1, it is characterised in that：The flange beam formwork platform
Lower section be provided with fixed with major structure of construction and support the lower support base of flange beam formwork platform.
A kind of 9. building recessed corridor high-altitude support for shuttering according to claim 1, it is characterised in that：The major structure of construction
Steel plate bottom plate is embedded with floor, anchor bolt is fixed with the steel plate bottom plate, the anchor bolt is in girder I-shaped of encorbelmenting
The steel plate pressing plate that girder I-steel of encorbelmenting is pressed abd fixed on major structure of construction floor is equipped with above steel.
A kind of 10. building recessed corridor high-altitude support for shuttering according to claim 1, it is characterised in that：The horizontal I-steel with
Encorbelment and fixed by U-bolt and anchor plate between girder I-steel.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720441032.4U CN206784942U (en) | 2017-04-25 | 2017-04-25 | One kind building recessed corridor high-altitude support for shuttering |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720441032.4U CN206784942U (en) | 2017-04-25 | 2017-04-25 | One kind building recessed corridor high-altitude support for shuttering |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN206784942U true CN206784942U (en) | 2017-12-22 |
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ID=60707730
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201720441032.4U Expired - Fee Related CN206784942U (en) | 2017-04-25 | 2017-04-25 | One kind building recessed corridor high-altitude support for shuttering |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN206784942U (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108979113A (en) * | 2018-06-27 | 2018-12-11 | 中国核工业华兴建设有限公司 | Plain type nuclear power plant equipment gate operation platform |
| CN110043026A (en) * | 2019-03-19 | 2019-07-23 | 俊川建筑科技有限公司 | Mobile support device and its application method for building |
| CN110984553A (en) * | 2019-12-20 | 2020-04-10 | 浙江宝业建设集团有限公司 | Detachable turnover high-altitude large-cantilever formwork and construction method |
-
2017
- 2017-04-25 CN CN201720441032.4U patent/CN206784942U/en not_active Expired - Fee Related
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108979113A (en) * | 2018-06-27 | 2018-12-11 | 中国核工业华兴建设有限公司 | Plain type nuclear power plant equipment gate operation platform |
| CN108979113B (en) * | 2018-06-27 | 2021-07-02 | 中国核工业华兴建设有限公司 | Simple nuclear power station equipment gate construction platform |
| CN110043026A (en) * | 2019-03-19 | 2019-07-23 | 俊川建筑科技有限公司 | Mobile support device and its application method for building |
| CN110984553A (en) * | 2019-12-20 | 2020-04-10 | 浙江宝业建设集团有限公司 | Detachable turnover high-altitude large-cantilever formwork and construction method |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20171222 Termination date: 20180425 |