CN207314661U - A kind of assembled architecture steel construction bottom ring beam - Google Patents
A kind of assembled architecture steel construction bottom ring beam Download PDFInfo
- Publication number
- CN207314661U CN207314661U CN201721369001.9U CN201721369001U CN207314661U CN 207314661 U CN207314661 U CN 207314661U CN 201721369001 U CN201721369001 U CN 201721369001U CN 207314661 U CN207314661 U CN 207314661U
- Authority
- CN
- China
- Prior art keywords
- collar tie
- tie beam
- chassis
- upper frame
- sleeve
- 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
- 229910000831 Steel Inorganic materials 0.000 title claims abstract description 13
- 238000010276 construction Methods 0.000 title claims abstract description 13
- 239000010959 steel Substances 0.000 title claims abstract description 13
- 238000003780 insertion Methods 0.000 claims abstract description 6
- 230000037431 insertion Effects 0.000 claims abstract description 6
- 230000003028 elevating effect Effects 0.000 claims description 12
- 230000003014 reinforcing effect Effects 0.000 claims description 7
- 238000003466 welding Methods 0.000 claims description 3
- 238000000034 method Methods 0.000 description 4
- 238000005266 casting Methods 0.000 description 3
- 238000010586 diagram Methods 0.000 description 2
- 238000005516 engineering process Methods 0.000 description 2
- 238000007493 shaping process Methods 0.000 description 2
- 239000002689 soil Substances 0.000 description 2
- 230000009286 beneficial effect Effects 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 238000005086 pumping Methods 0.000 description 1
- 230000002787 reinforcement Effects 0.000 description 1
- 238000004513 sizing Methods 0.000 description 1
Landscapes
- On-Site Construction Work That Accompanies The Preparation And Application Of Concrete (AREA)
Abstract
The utility model discloses a kind of assembled architecture steel construction bottom ring beam.It is related to building field.Including collar tie beam chassis, the top of the collar tie beam chassis and the bottom of telescopic rod are welded, welded with the bottom of collar tie beam upper frame at the top of the telescopic rod, concrete block has been poured on the collar tie beam chassis and collar tie beam upper frame, and be fixed between collar tie beam chassis and collar tie beam upper frame by concrete block, and be symmetrical arranged between collar tie beam chassis and collar tie beam upper frame, the collar tie beam chassis includes casing, the quantity of described sleeve pipe is four, and every two casings are attached for one group and by connecting rod.The utility model is by setting collar tie beam chassis and collar tie beam upper frame, and collar tie beam chassis and collar tie beam upper frame are attached by telescopic rod, so that circle depth of beam can be adjusted, behind inside by the way that threaded rod to be rotated to insertion threaded hole, so as to which circle depth of beam be fixed, so that circle depth of beam can meet that a variety of height requirements are the scope of application biggers of collar tie beam.
Description
Technical field
Technical field of buildings is the utility model is related to, is specially a kind of assembled architecture steel construction bottom ring beam.
Background technology
Collar tie beam refers to that the continuous reinforced beam on the basis of house is also ground collar tie beam（DQL)；And in wall
Top, the reinforced beam of adjacent floor call collar tie beam.Collar tie beam is the cornice in house, window top, floor, crane back or base
At plinth top surface absolute altitude, along the concrete beam-type component by constructional reinforcement of the horizontally arranged closed of masonry wall.
But existing ground collar tie beam is all the fixed structure by armored concrete, magnanimous form when in use is fixed
, it can not be adjusted, and due to the rise of assembled architecture, cause such collar tie beam to cause the suitable of collar tie beam due to that can not adjust
Poor with property, so as to have to be used for specific assembled architecture, use scope is small.
Utility model content
The purpose of this utility model is to provide a kind of assembled architecture steel construction bottom ring beam, possesses to adjust
Advantage, solve the collar tie beam mentioned in background technology causes the poor for applicability of collar tie beam due to that can not adjust, so as to have to be directed to
The problem of specific assembled architecture is used, and use scope is small.
To achieve the above object, the utility model provides following technical solution：A kind of assembled architecture steel construction bottom
Collar tie beam, including collar tie beam chassis, the top of the collar tie beam chassis and the bottom of telescopic rod are welded, the top of the telescopic rod and collar tie beam
The bottom welding of upper frame, has poured concrete block on the collar tie beam chassis and collar tie beam upper frame, and collar tie beam chassis and collar tie beam upper frame it
Between be fixed by concrete block, and be symmetrical arranged between collar tie beam chassis and collar tie beam upper frame.
The collar tie beam chassis includes casing, and the quantity of described sleeve pipe is four, and every two casings are one group and pass through company
Extension bar is attached, and two groups of casings are arranged in parallel, and the opposite of same group of two casings offers sliding slot, the sliding slot
Internal slide is provided with slide bar, and the inside of two casings, and the outer surface of slide bar and sliding slot are inserted into the both ends of the slide bar respectively
Inside between be slidably connected.
The telescopic rod includes sleeve, and blind hole is offered at the top of the sleeve, and the internal slide of the blind hole is provided with
Elevating lever, the top of the elevating lever are pierced by blind hole and extend to the top of sleeve, and it is blind that the front of the sleeve offers connection
The threaded hole in hole, the internal whorl of the threaded hole are provided with threaded rod, and the threaded rod runs through threaded hole, and is opened on elevating lever
Equipped with the limit hole being adapted with threaded rod, the inside of one end insertion limit hole of the threaded rod.
Preferably, reinforcing plate is provided between the collar tie beam chassis and collar tie beam upper frame, the reinforcing plate is arranged on collar tie beam bottom
Between the slide bar of frame and collar tie beam upper frame.
Preferably, the outer surface of the slide bar is provided with scale.
Preferably, the quantity of the threaded hole is no less than five, and five threaded holes are spaced substantially equidistant are covering from top to bottom
The front of cylinder.
Preferably, one section of the threaded rod is pierced by threaded hole and extends to the front of sleeve integrally formed with fixed block.
Preferably, the connecting rod includes outer tube, and the thread in inner cavity of the outer tube is provided with interior bar, the quantity of the interior bar
For two and the both sides of outer tube bore are symmetricly set on, and opposite one end of two interior bars is pierced by the both sides of outer tube.
Compared with prior art, the beneficial effects of the utility model are as follows：
1st, the utility model is by setting collar tie beam chassis and collar tie beam upper frame, and by telescopic rod by collar tie beam chassis and collar tie beam
Upper frame is attached, so that circle depth of beam can be adjusted, behind the inside by the way that threaded rod to be rotated to insertion threaded hole,
So as to which circle depth of beam be fixed, so that circle depth of beam can meet that a variety of height requirements are the suitable of collar tie beam
With scope bigger.
2nd, the utility model is by collar tie beam chassis by being arranged to what is be made of casing, sliding slot, slide bar and connecting rod, relative to
Traditional collar tie beam, so that interior bar is slided, so as to change the width of collar tie beam chassis, and can pass through pumping by rotating outer tube
Go out slide bar, so as to change the length of collar tie beam chassis, when the shape adjustment of collar tie beam is to the specification needed, then pass through casting concrete
Make its shaping, so that the use scope bigger of collar tie beam.
Brief description of the drawings
Fig. 1 is the utility model structure diagram；
Fig. 2 is the utility model structural side view；
Fig. 3 is the structure diagram of the utility model telescopic rod；
Fig. 4 is the profile of the utility model casing.
In figure：1 collar tie beam chassis, 101 casings, 102 sliding slots, 103 slide bars, 104 connecting rods, 1041 outer tubes, 1042 interior bars, 2
Telescopic rod, 201 sleeves, 202 blind holes, 203 elevating levers, 204 threaded holes, 205 threaded rods, 206 limit holes, 3 collar tie beam upper frames, 4 are mixed
Solidifying soil block, 5 reinforcing plates, 6 scales, 7 fixed blocks.
Embodiment
The following is a combination of the drawings in the embodiments of the present utility model, and the technical scheme in the embodiment of the utility model is carried out
Clearly and completely describe, it is clear that the described embodiments are only a part of the embodiments of the utility model, rather than whole
Embodiment.Based on the embodiment in the utility model, those of ordinary skill in the art are without making creative work
All other embodiments obtained, shall fall within the protection scope of the present invention.
Please refer to Fig.1-4, a kind of assembled architecture steel construction bottom ring beam, including collar tie beam chassis 1, collar tie beam chassis 1
Top and the bottom of telescopic rod 2 are welded, and the top of telescopic rod 2 is welded with the bottom of collar tie beam upper frame 3, collar tie beam chassis 1 and collar tie beam top
Concrete block 4 has been poured on frame 3, and has been fixed between collar tie beam chassis 1 and collar tie beam upper frame 3 by concrete block 4, and collar tie beam bottom
It is symmetrical arranged between frame 1 and collar tie beam upper frame 3, reinforcing plate 5 is provided between collar tie beam chassis 1 and collar tie beam upper frame 3, reinforcing plate 5 is set
Between collar tie beam chassis 1 and the slide bar 103 of collar tie beam upper frame 3.
Collar tie beam chassis 1 includes casing 101, and the quantity of casing 101 is four, and every two casings 101 for one group and pass through
Connecting rod 104 is attached, and connecting rod 104 includes outer tube 1041, and the thread in inner cavity of outer tube 1041 is provided with interior bar 1042, interior bar
1042 quantity is two and is symmetricly set on the both sides of 1041 inner cavity of outer tube, and internal thread is provided with the inner wall of outer tube 1041,
Internal thread is separately positioned on the both ends of 1041 inner wall of outer tube, and two internal thread hand of spiral are on the contrary, interior bar 1042 at the same time
Outer surface is provided with external screw thread, two externally threaded hand of spiral also on the contrary, therefore rotating outer tube 1041 when, two interior bars can be made
1042 are moved in the opposite direction, and opposite one end of two interior bars 1042 is pierced by the both sides of outer tube 1041, two groups
Casing 101 is arranged in parallel, and the opposite of same group of two casings 101 offers sliding slot 102, the internal slide of sliding slot 102
Slide bar 103 is installed, the inside of two casings 101, and the outer surface of slide bar 103 and sliding slot are inserted into the both ends of slide bar 103 respectively
It is slidably connected between 102 inside, the outer surface of slide bar 103 is provided with scale 6.
Telescopic rod 2 includes sleeve 201, and the top of sleeve 201 offers blind hole 202, and the internal slide of blind hole 202 is provided with
Elevating lever 203, the top of elevating lever 203 are pierced by blind hole 202 and extend to the top of sleeve 201, and the front of sleeve 201 offers
The threaded hole 204 of blind hole 202 is connected, the internal whorl of threaded hole 204 is provided with threaded rod 205, and threaded rod 205 runs through threaded hole
204, and the limit hole 206 being adapted with threaded rod 205 is offered on elevating lever 203, one end insertion limit hole of threaded rod 205
206 inside, the quantity of threaded hole 204 is no less than five, and five threaded holes 204 are spaced substantially equidistant in sleeve from top to bottom
201 front, one section of threaded rod 205 are pierced by threaded hole 204 and extend to the front of sleeve 201 integrally formed with fixed block 7.
In use, first adjust the size of collar tie beam chassis 1 and collar tie beam upper frame 3, during adjusting, can by rotating outer tube 1041,
When outer tube 1041 rotates, since two interior bars 1042 are fixed with casing 101, can not rotate, so that two interior bars
1042 are moved, and when two interior bars 1042 are moved, can change the width of collar tie beam chassis 1 and collar tie beam upper frame 3, and it
Afterwards, slide bar 103 is extracted out in the sliding slot 102 from sleeve 101, the length that slide bar 103 is extracted out can carry out essence according to scale 6
Really, by extracting slide bar 103 out so as to adjust the length of collar tie beam chassis 1 and collar tie beam upper frame 3, so as to reach adjusting ring beam length
Effect, and extract elevating lever 203 out from the sleeve 201 of telescopic rod 2 afterwards, elevating lever 203 is increased to the position for needing to adjust
When putting, threaded rod 205 is being threaded onto to the inside of threaded hole 204, and threaded rod 205 is inserted into limit hole 206,
So as to which the length of telescopic rod 2 be fixed, after the length fixation of telescopic rod 2, the Width x Height and length of collar tie beam have arrived
The numerical value needed is reached, then casting concrete makes its sizing, and makes it more firm, is formed after the completion of concreting mixed
Solidifying soil block 5, so as to complete the making of collar tie beam.
In summary：The utility model is by setting collar tie beam chassis 1 and collar tie beam upper frame 3, and by telescopic rod 2 by collar tie beam
Chassis 1 is attached with collar tie beam upper frame 3, so that circle depth of beam can be adjusted, by the way that threaded rod 205 is rotated insertion
Behind the inside of threaded hole 204, thus to circle depth of beam be fixed so that circle depth of beam can meet it is a variety of
Height requirement is the scope of application bigger of collar tie beam.
The utility model is by being arranged to collar tie beam chassis 1 by 104 groups of casing 101, sliding slot 102, slide bar 103 and connecting rod
Into, can be by rotating outer tube 1041, so that interior bar 1042 is slided, so as to become collar tie beam chassis 1 relative to traditional collar tie beam
Width, and by extracting slide bar 103 out, so as to change the length of collar tie beam chassis 1, when the shape adjustment of collar tie beam is to the rule needed
During lattice, then its shaping is made by casting concrete, so that the use scope bigger of collar tie beam.
It should be noted that herein, term " comprising ", "comprising" or its any other variant are intended to non-row
His property includes, so that process, method, article or equipment including a series of elements not only include those key elements, and
And other elements that are not explicitly listed are further included, or further include as this process, method, article or equipment institute inherently
Key element.
While there has been shown and described that the embodiment of the utility model, for the ordinary skill in the art,
It is appreciated that these embodiments can be carried out with a variety of changes in the case where not departing from the principle of the utility model and spirit, repaiied
Change, replace and modification, the scope of the utility model are defined by the appended claims and the equivalents thereof.
Claims (6)
1. a kind of assembled architecture steel construction bottom ring beam, including collar tie beam chassis（1）, it is characterised in that：The collar tie beam chassis
（1）Top and telescopic rod（2）Bottom welding, the telescopic rod（2）Top and collar tie beam upper frame（3）Bottom welding, institute
State collar tie beam chassis（1）With collar tie beam upper frame（3）On poured concrete block（4）, and collar tie beam chassis（1）With collar tie beam upper frame（3）Between
Pass through concrete block（4）It is fixed, and collar tie beam chassis（1）With collar tie beam upper frame（3）Between be symmetrical arranged；The collar tie beam chassis
（1）Including casing（101）, described sleeve pipe（101）Quantity be four, and every two casings（101）For one group and pass through connection
Bar（104）It is attached, two groups of casings（101）It is arranged in parallel, and same group of two casings（101）Opposite offer cunning
Groove（102）, the sliding slot（102）Internal slide slide bar is installed（103）, the slide bar（103）Both ends be inserted into two respectively
Root casing（101）Inside, and slide bar（103）Outer surface and sliding slot（102）Inside between be slidably connected；The telescopic rod
（2）Including sleeve（201）, the sleeve（201）Top offer blind hole（202）, the blind hole（202）Internal slide peace
Equipped with elevating lever（203）, the elevating lever（203）Top be pierced by blind hole（202）And extend to sleeve（201）Top, institute
State sleeve（201）Front offer connection blind hole（202）Threaded hole（204）, the threaded hole（204）Internal whorl peace
Equipped with threaded rod（205）, the threaded rod（205）Through threaded hole（204）, and elevating lever（203）On offer and threaded rod
（205）The limit hole being adapted（206）, the threaded rod（205）One end insertion limit hole（206）Inside.
A kind of 2. assembled architecture steel construction bottom ring beam according to claim 1, it is characterised in that：The collar tie beam bottom
Frame（1）With collar tie beam upper frame（3）Between be provided with reinforcing plate（5）, the reinforcing plate（5）It is arranged on collar tie beam chassis（1）With collar tie beam top
Frame（3）Slide bar（103）Between.
A kind of 3. assembled architecture steel construction bottom ring beam according to claim 1, it is characterised in that：The slide bar
（103）Outer surface be provided with scale（6）.
A kind of 4. assembled architecture steel construction bottom ring beam according to claim 1, it is characterised in that：The threaded hole
（204）Quantity be no less than five, and five threaded holes（204）It is spaced substantially equidistant from top to bottom in sleeve（201）Front.
A kind of 5. assembled architecture steel construction bottom ring beam according to claim 1, it is characterised in that：The threaded rod
（205）One section be pierced by threaded hole（204）And extend to sleeve（201）Front integrally formed with fixed block（7）.
A kind of 6. assembled architecture steel construction bottom ring beam according to claim 1, it is characterised in that：The connecting rod
（104）Including outer tube（1041）, the outer tube（1041）Thread in inner cavity interior bar is installed（1042）, the interior bar（1042）'s
Quantity is two and is symmetricly set on outer tube（1041）The both sides of inner cavity, and two interior bars（1042）Opposite one end be pierced by
Outer tube（1041）Both sides.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201721369001.9U CN207314661U (en) | 2017-10-23 | 2017-10-23 | A kind of assembled architecture steel construction bottom ring beam |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201721369001.9U CN207314661U (en) | 2017-10-23 | 2017-10-23 | A kind of assembled architecture steel construction bottom ring beam |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN207314661U true CN207314661U (en) | 2018-05-04 |
Family
ID=62382401
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201721369001.9U Expired - Fee Related CN207314661U (en) | 2017-10-23 | 2017-10-23 | A kind of assembled architecture steel construction bottom ring beam |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN207314661U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN115075741A (en) * | 2022-06-17 | 2022-09-20 | 保利长大工程有限公司 | All-round integration tunnel stock drilling equipment |
-
2017
- 2017-10-23 CN CN201721369001.9U patent/CN207314661U/en not_active Expired - Fee Related
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN115075741A (en) * | 2022-06-17 | 2022-09-20 | 保利长大工程有限公司 | All-round integration tunnel stock drilling equipment |
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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: 20180504 |