CN206844641U - A kind of cast-in-situ concrete beam supporting construction - Google Patents
A kind of cast-in-situ concrete beam supporting construction Download PDFInfo
- Publication number
- CN206844641U CN206844641U CN201720653238.3U CN201720653238U CN206844641U CN 206844641 U CN206844641 U CN 206844641U CN 201720653238 U CN201720653238 U CN 201720653238U CN 206844641 U CN206844641 U CN 206844641U
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- CN
- China
- Prior art keywords
- support bar
- cast
- width
- supporting construction
- concrete beam
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Abstract
It the utility model is related to a kind of cast-in-situ concrete beam supporting construction, including base, Height Adjustable support bar and the adjustable bracket of width；Support bar includes upper support bar, lower support bar and middle height adjusting screw rod, and the lower end of upper support bar is provided with internal thread, and the upper end of lower support bar is provided with internal thread, and the lower end of upper support bar is connected by the upper end of middle height adjusting screw rod and lower support bar；Lower support bar is removably vertically connected on base；Bracket includes a top braces support and two width adjusting supports, and the both ends of top braces support are threadedly coupled a width adjusting support；The centre position of top braces support and upper support bar detachable connection.The utility model need not be installed using extra instrument, and adjustable with jacking width, the height adjustable of support bar, mount and dismount the characteristics of simple.
Description
Technical field
The utility model belongs to building appliance structure-design technique field, and in particular to a kind of cast-in-situ concrete beam support
Structure.
Background technology
Reinforced beam form is varied, is load-bearing most basic in the engineering structures such as building construction, bridge construction
Component, application are extremely wide.By its construction method, Cast-in-situ Beam, precast beam and prefabrication cast-in-place composite beam can be divided into.It is new in this practicality
In type, Cast-in-situ Beam is only introduced.
Cast-in-situ Beam needs to use the structure of gripper shoe groups into box-like to be used to support also without solidification in casting process
Cement and bar construction.But in practical operation, for support supporting construction installation and adjust cumbersome, such as pin hand
Frame junction button is just very cumbersome when connecting, and the phenomenon for delaying the duration in construction often has generation.
Utility model content
In order to solve above mentioned problem existing for prior art, the utility model provides a kind of cast-in-situ concrete beam support
Structure, described cast-in-situ concrete beam need not be installed with supporting construction using extra instrument, and adjustable with jacking width,
The height adjustable of support bar, mounts and dismounts the characteristics of simple.
Technical scheme is used by the utility model：
A kind of cast-in-situ concrete beam supporting construction, including base, Height Adjustable support bar and width can adjust
Bracket；The support bar includes upper support bar, lower support bar and middle height adjusting screw rod, the lower end of the upper support bar
Provided with internal thread, the upper end of the lower support bar is provided with internal thread, and the lower end of the upper support bar is adjusted by the middle height
Section screw rod is connected with the upper end of the lower support bar；The lower support bar is removably vertically connected on the base；It is described
Bracket includes a top braces support and two width adjusting supports, and the both ends of the top braces support are threadedly coupled described in one
Width adjusting support；The centre position of the top braces support and the upper support bar detachable connection.
Above-mentioned cast-in-situ concrete beam supporting construction, wherein the centre position of the middle height adjusting screw rod is provided with
Rotating rod, use and be threadedly coupled between the rotating rod and the middle height adjusting screw rod.
Above-mentioned cast-in-situ concrete beam supporting construction, wherein the base is circular or is square, and the base
Bottom surface edge be provided with multiple feets.
Above-mentioned cast-in-situ concrete beam supporting construction, wherein the side of the base is stretched out provided with least three bottoms
Bar, the angle between adjacent two bottom extension bars is equal, and the bottom extension bar is with the base to be slidably connected
And it can be fully retrieved in the base.
Above-mentioned cast-in-situ concrete beam supporting construction, wherein on the bottom surface of each bottom extension bar at least provided with
One feet, and the floor height of all feets after the bottom extension bar stretches out is consistent.
Above-mentioned cast-in-situ concrete beam supporting construction, wherein the centre position of the top braces support is provided with attaching nut
Cover, offer external screw thread at the top of the upper support bar, be connected by the external screw thread with attaching nut's external threading.
Above-mentioned cast-in-situ concrete beam supporting construction, wherein the width adjusting support includes horizontal part and vertical portion, institute
Horizontal part to be stated to be connected with the top braces support by screw thread, the bottom of the vertical portion is fixedly connected with the horizontal part, and
The top side of the vertical portion is provided with lock hook.
Above-mentioned cast-in-situ concrete beam supporting construction, the top end face of the lock hook and the top of the width adjusting support
Hold end face concordant.
Above-mentioned cast-in-situ concrete beam supporting construction, wherein the quantity of the adjustable bracket of the width is two, one
The individual adjustable bracket of the width is connected with the Height Adjustable support bar, another described adjustable bracket of width
Tip upside down on the adjustable bracket of the width being connected with Height Adjustable support bar, and corresponding two are locked by push/pull slot
Lock hook completes the fixation between two adjustable brackets of width.
The beneficial effects of the utility model are：The assembling of the supporting construction, group can be just completed without additionally carrying instrument
Dress is convenient, and the adjustable accommodation of height and width is wider；Detachable connected mode is used, it is convenient after dismounting
Accumulating, save space.
Brief description of the drawings
Fig. 1 is the structural representation of an embodiment of the present utility model；
Fig. 2 is the structural representation of another embodiment of the present utility model.
Description of reference numerals is as follows：
1st, base；101st, bottom extension bar；102nd, feet；201st, upper support bar；202nd, lower support bar；203rd, middle height
Adjusting screw rod；204th, rotating rod；301st, top braces support；302nd, width adjusting support；303rd, attaching nut covers；304th, lock hook；
305th, push/pull slot.
Embodiment
As shown in figure 1, the utility model provides a kind of cast-in-situ concrete beam supporting construction, including base 1, highly may be used
The adjustable bracket of support bar and width of regulation；The support bar include upper support bar 201, lower support bar 202 and in
Portion's height adjusting screw rod 203, the lower end of the upper support bar 201 are provided with internal thread, and the upper end of the lower support bar 202 is provided with interior
Screw thread, the lower end of the upper support bar 201 pass through the upper end of the middle height adjusting screw rod 203 and the lower support bar 202
Connection；The lower support bar 202 is removably vertically connected on the base 1；The bracket includes a top braces support
301 and two width adjusting supports 302, the both ends of the top braces support 301 be threadedly coupled a width adjusting support
302；The centre position of the top braces support 301 and the detachable connection of upper support bar 201.
Above-mentioned cast-in-situ concrete beam supporting construction, wherein the interposition of the middle height adjusting screw rod 203 installs
Rotating rod 204 is equipped with, uses and is threadedly coupled between the rotating rod 204 and the middle height adjusting screw rod 203.
Above-mentioned cast-in-situ concrete beam supporting construction, wherein the base 1 is circular or is square, and the base
1 bottom surface edge is provided with multiple feets 102.
Above-mentioned cast-in-situ concrete beam supporting construction, wherein the side of the base 1 is stretched provided with least three bottoms
Rod 101, the angle between adjacent two bottom extension bars 101 is equal, the bottom extension bar 101 and the base
1 is to be slidably connected and can be fully retrieved in the base 1.
Above-mentioned cast-in-situ concrete beam supporting construction, wherein at least being set on the bottom surface of each bottom extension bar 101
A feet 102 is equipped with, and the floor height of all feets 102 after the bottom extension bar 101 stretches out is consistent.
Above-mentioned cast-in-situ concrete beam supporting construction, wherein the centre position of the top braces support 301 is provided with connection
Nut sleeve 303, the top of the upper support bar 201 offer external screw thread, pass through the external screw thread and attaching nut set 303
Threaded connection.
Above-mentioned cast-in-situ concrete beam supporting construction, wherein the width adjusting support 302 includes horizontal part and vertical portion,
The horizontal part is connected by screw thread with the top braces support 301, and the bottom of the vertical portion is fixed with the horizontal part to be connected
Connect, and the top side of the vertical portion is provided with lock hook 304.
Above-mentioned cast-in-situ concrete beam supporting construction, the top end face of the lock hook 304 and the width adjusting support
302 top end face is concordant.
Above-mentioned cast-in-situ concrete beam supporting construction, as shown in Fig. 2 the quantity of the wherein described adjustable bracket of width
For two, an adjustable bracket of width is connected with the Height Adjustable support bar, and another described width can
The bracket of regulation is tipped upside down on the adjustable bracket of the width being connected with Height Adjustable support bar, and passes through push/pull slot 305
Lock the fixation between two adjustable brackets of width of corresponding two lock hooks 304 completion.
Embodiment：
In use, carry out the connection between base 1 and lower support bar 202 first, can use threaded connection or
Person's interface arrangment, base 1 has been assembled with after lower support bar 202, lower support bar 202 is carried out by middle height adjusting screw rod 203
Preliminary connection (can just rotate several buttons less to be defined that can connect) between upper support bar 201, then passes through company
Upper support bar 201 is threadedly coupled by connected nut set 303 with top braces support 301, can now be carried out the regulation of height, be passed through rotation
The forward direction of transfer rod 204 or the spacing reversely rotated between regulation upper support bar 201 and lower support bar 202 complete height regulation, with
Top braces support 301 can stablize fitting concrete supporting plate and be defined.
In addition, in use, it can also be revolved in the both ends of top braces support 301 connection width adjusting support 302 by screw thread
The suitable width of modulation section., can also be above the adjustable bracket of width when also needing to fix the concrete slab on top
One adjustable bracket of the consistent width of structure of back-off, is fixed using push/pull slot 305 and lock hook 304, can also use it
He mode fixes (can be steel wire bundle).
The utility model is not limited to above-mentioned preferred forms, and anyone can draw under enlightenment of the present utility model
Other various forms of products, however, make any change in its shape or structure, it is every that there is same as the present application or phase
Approximate technical scheme, all falls within the scope of protection of the utility model.
Claims (9)
- A kind of 1. cast-in-situ concrete beam supporting construction, it is characterised in that：Including base, Height Adjustable support bar and width Spend adjustable bracket；The support bar includes upper support bar, lower support bar and middle height adjusting screw rod, the upper support The lower end of bar is provided with internal thread, and the upper end of the lower support bar is provided with internal thread, and the lower end of the upper support bar is by described Portion's height adjusting screw rod is connected with the upper end of the lower support bar；The lower support bar is removably vertically connected on the base On；The bracket includes a top braces support and two width adjusting supports, and the both ends of the top braces support are threadedly coupled One width adjusting support；The centre position of the top braces support and the upper support bar detachable connection.
- 2. cast-in-situ concrete beam supporting construction according to claim 1, it is characterised in that：The middle height adjusts spiral shell The centre position of bar is provided with rotating rod, uses and is threadedly coupled between the rotating rod and the middle height adjusting screw rod.
- 3. cast-in-situ concrete beam supporting construction according to claim 2, it is characterised in that：The base to be circular or To be square, and the bottom surface edge of the base is provided with multiple feets.
- 4. cast-in-situ concrete beam supporting construction according to claim 3, it is characterised in that：Set on the side of the base Have an at least three bottom extension bars, the angle between adjacent two bottom extension bars is equal, the bottom extension bar with The base is to be slidably connected and can be fully retrieved in the base.
- 5. cast-in-situ concrete beam supporting construction according to claim 4, it is characterised in that：Each bottom extension bar Bottom surface at least provided with a feet, and the floor height of all feets after the bottom extension bar stretches out is consistent.
- 6. cast-in-situ concrete beam supporting construction according to claim 5, it is characterised in that：In the top braces support Meta has installed attaching nut's set, and external screw thread is offered at the top of the upper support bar, passes through the external screw thread and the connection Nut sleeve is threadedly coupled.
- 7. cast-in-situ concrete beam supporting construction according to claim 6, it is characterised in that：The width adjusting support includes Horizontal part and vertical portion, the horizontal part are connected by screw thread with the top braces support, the bottom of the vertical portion with it is described Horizontal part is fixedly connected, and the top side of the vertical portion is provided with lock hook.
- 8. cast-in-situ concrete beam supporting construction according to claim 7, it is characterised in that：The top end of the lock hook Face is concordant with the top end face of the width adjusting support.
- 9. cast-in-situ concrete beam supporting construction according to claim 8, it is characterised in that：The adjustable support of width The quantity of frame is two, and an adjustable bracket of width is connected with the Height Adjustable support bar, another institute The adjustable bracket of width is stated to tip upside down on the adjustable bracket of the width being connected with Height Adjustable support bar, and by pushing away Kerve locks the fixation between two adjustable brackets of width of corresponding two lock hooks completion.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720653238.3U CN206844641U (en) | 2017-06-07 | 2017-06-07 | A kind of cast-in-situ concrete beam supporting construction |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720653238.3U CN206844641U (en) | 2017-06-07 | 2017-06-07 | A kind of cast-in-situ concrete beam supporting construction |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN206844641U true CN206844641U (en) | 2018-01-05 |
Family
ID=60798831
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201720653238.3U Expired - Fee Related CN206844641U (en) | 2017-06-07 | 2017-06-07 | A kind of cast-in-situ concrete beam supporting construction |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN206844641U (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111021781A (en) * | 2019-10-22 | 2020-04-17 | 中冶交通建设集团有限公司 | Early warning jacking |
| CN111236533A (en) * | 2020-02-22 | 2020-06-05 | 凌池英 | Steel structure supporting beam for building construction |
| CN112177322A (en) * | 2020-09-02 | 2021-01-05 | 中冶天工集团有限公司 | Support embedded in lower floor slab and used for supporting upper floor slab and construction method thereof |
-
2017
- 2017-06-07 CN CN201720653238.3U patent/CN206844641U/en not_active Expired - Fee Related
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111021781A (en) * | 2019-10-22 | 2020-04-17 | 中冶交通建设集团有限公司 | Early warning jacking |
| CN111021781B (en) * | 2019-10-22 | 2021-11-19 | 中冶交通建设集团有限公司 | Early warning jacking |
| CN111236533A (en) * | 2020-02-22 | 2020-06-05 | 凌池英 | Steel structure supporting beam for building construction |
| CN112177322A (en) * | 2020-09-02 | 2021-01-05 | 中冶天工集团有限公司 | Support embedded in lower floor slab and used for supporting upper floor slab and construction method thereof |
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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 |
Granted publication date: 20180105 Termination date: 20190607 |
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| CF01 | Termination of patent right due to non-payment of annual fee |