CN207277836U - A kind of tie for column template support - Google Patents
A kind of tie for column template support Download PDFInfo
- Publication number
- CN207277836U CN207277836U CN201721235707.6U CN201721235707U CN207277836U CN 207277836 U CN207277836 U CN 207277836U CN 201721235707 U CN201721235707 U CN 201721235707U CN 207277836 U CN207277836 U CN 207277836U
- Authority
- CN
- China
- Prior art keywords
- crossbeam
- template support
- column template
- tie
- screw
- 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
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Abstract
The utility model discloses a kind of tie for column template support, it is related to a kind of building template support equipment, its key points of the technical solution are that：Including two crossbeams for pushing against two side templates respectively and be separately positioned on crossbeam both ends be used for connect two crossbeams two groups of bolt assemblies, the both ends of the crossbeam are provided with the abutting screw rod that bolt assembly can be pushed against from side along crossbeam length direction, have reached the technique effect for preventing bolt assembly sidesway.
Description
Technical field
It the utility model is related to a kind of building template support equipment, more particularly to a kind of tie for column template support.
Background technology
In construction, it usually needs pour out vertical rectangular support column using construction materials such as concrete to support
Building object above it.Its arrangement and method for construction is：According to the size of required rectangular support column, splicing is crowded around using four sides side plate
For the template of rectangular column, and in a template between rectangular enclosure in casting concrete, again by template after being molded to concrete setting
Remove, so far, support column construction is completed.To ensure template indeformable, inactive, template under the lateral pressure effect of concrete
Periphery is provided with the tie of template banding.
A kind of existing tie, as described in Figure 1, including respectively positioned at two crossbeams 1 ' of the opposite both sides of template 3 ', institute
Stating crossbeam 1 ' includes upper and lower two roots beam 11 ', and gap is left between two root beams 11 '.The both ends of two crossbeams 1 ' pass through one
The fastening screw 2 ' in the gap through two crossbeams 1 ' connects, and the both ends of the fastening screw 2 ' are threadedly coupled respectively
There is clamp nut 21 '.By two clamp nuts 21 ' of precession forward, two relative motions of crossbeam 1 ' are promoted with by two crossbeams
Template 3 ' between 1 ' clamps, meanwhile, the fastening screw 2 ' at the both ends of crossbeam 1 ' can along perpendicular to the direction of crossbeam 1 ' by template
3 ' clamp, and prevent that template 3 ' from deform or movable under coagulation earth lateral pressure.It is usually provided with vertical form 3 ' on multigroup
The tie stated is with by the complete banding of template 3 '.
But in the prior art, the easy sky along the length direction of crossbeam 1 ' between two sub- beams 11 ' of fastening screw 2 '
Sidesway occurs in gap, so that its template for being responsible for fastening occurs deforming under coagulation earth lateral pressure or movement, causes to pour
Support column arrangement deformation.
Utility model content
The purpose of this utility model is to provide a kind of tie for column template support, can prevent fastening screw from side occurs
Move.
The above-mentioned technical purpose of the utility model technical scheme is that：One kind is used for column template branch
The tie of support, including two crossbeams for pushing against two side templates respectively and be separately positioned on crossbeam both ends be used for connect two institutes
Two groups of bolt assemblies of crossbeam are stated, the both ends of the crossbeam are provided with along crossbeam length direction and can push against bolt assembly from side
Abutting screw rod, to prevent bolt assembly sidesway.
By using above-mentioned technical proposal, bolt assembly is abutted from side using bolt is pushed against, to prevent bolt assembly
Sidesway, so as to ensure that the assembling structure of tie is firm close.
Further, the crossbeam is two-tube crossbeam, it includes upper and lower two roots beam, between the two roots beam formed with
Interval, the both ends of two root beams are fixedly connected by the contiguous block between the two roots beam.
By using above-mentioned technical proposal, two root beams can increase pressing face of the crossbeam to template with the vertical direction
Product, makes clamping of the crossbeam to template more firm, while the interval between sub- beam can allow bolt assembly to slidably reciprocate adjustment
Distance between the two is to adapt to different demands.
Further, the bolt assembly includes the fastening screw through the interval on two crossbeams, fastening screw
Both ends be threaded with clamp nut respectively.
By using above-mentioned technical proposal, rotational fastener nut makes crossbeam push against template, so that template anchor ear is firm.
Further, the screw arbor assembly further includes the cushion block being set on fastening screw, and the cushion block is positioned at fastening spiral shell
Between female and crossbeam.
By using above-mentioned technical proposal, crossbeam is pushed against using cushion block, makes abutting more firm.
Further, the centre of the cushion block is provided with the protrusion at the embedded interval.
By using above-mentioned technical proposal, it can prevent cushion block from being rotated relative to crossbeam.
Further, screw hole, the abutting screw flight connection are offered along the length direction of crossbeam on the contiguous block
In the screw hole, the end for pushing against screw rod is connected in the fastening bolt.
By using above-mentioned technical proposal, cushion block is pushed against using screw rod is pushed against, and then makes abutting screw rod by whole bolt
Component pushes against.
Further, it is fixedly installed handle on the abutting screw rod.
By using above-mentioned technical proposal, convenient rotation pushes against screw rod.
Further, the clamp nut is connected with runner.
Further, multiple extension rods are outward extended with along the length direction of fastening screw on the clamp nut, it is described
Runner is fixed on the end of extension rod.
By using above-mentioned technical proposal, facilitate rotational fastener nut.
In conclusion the utility model has the advantages that：It is using screw arbor assembly that two opposite crossbeams are close
Connection, make two crossbeams will template firm grip between the two, while be connected with the end thread of crossbeam and can push against screw rod
The abutting screw rod of component, and then prevent screw arbor assembly that sidesway occurs, and make the side wall of screw arbor assembly abutting template.
Brief description of the drawings
Fig. 1 is the overall structure diagram of the prior art；
Fig. 2 is the overall assembling schematic diagram for the tie of column template support；
Fig. 3 is the structure diagram for the crossbeam of the tie of column template support；
Fig. 4 is the assembling schematic diagram of the bolt assembly and abutting bolt for the tie of column template support；
Fig. 5 is the structure diagram of the bolt assembly and abutting bolt for the tie of column template support.
In figure, 1, crossbeam；11st, Zi Liang；12nd, it is spaced；13rd, contiguous block；131st, screw hole；2nd, bolt assembly；21st, spiral shell is fastened
Bar；22nd, clamp nut；221st, extension rod；222nd, runner；23rd, cushion block；231st, it is raised；3rd, screw rod is pushed against；31st, handle；4th, mould
Plate；
1 ', crossbeam；11 ', sub- beam；2 ', fastening screw；21 ', clamp nut；3 ', template.
Embodiment
The utility model is described in further detail below in conjunction with attached drawing.The identical attached drawing of wherein identical parts
Mark represents.It should be noted that word "front", "rear" used in the following description, "left", "right", "up" and "down", " bottom
Face " and " top surface " refer to the direction in attached drawing, and word " interior " and " outer " are referred respectively to towards or away from particular elements geometry
The direction at center.
A kind of tie for column template support, as described in Figure 2, including two opposite two for being pushed against template 4 respectively
The crossbeam 1 of side, be separately positioned on crossbeam 1 both ends connecting the two of two crossbeams 1 groups of bolt assemblies 2 and along crossbeam 1
Length direction set can from side push against bolt assembly 2 abutting screw rod 3.
As shown in Figures 2 and 3, crossbeam 1 is two-tube crossbeam, it includes upper and lower two roots beam 11, shape between two root beams 11
Into there is interval 12, the both ends of two root beams 11 are fixedly connected by the contiguous block 13 between two root beams 11.Contiguous block 13
Upper and lower end face welded respectively with upper and lower two roots beam 11.Two root beams 11 are increased to the tight of template 4 compared to a root beam 11
Pressure surface accumulates, and makes clamping of the crossbeam 1 to template 4 more firm.
As shown in Figure 4 and Figure 5, bolt assembly 2 is equipped with two groups, and respectively positioned at the both ends of crossbeam 1, it is included along perpendicular to horizontal stroke
The fastening screw 21 that the direction of beam 1 is set, the both ends of the fastening screw 21 are each passed through the interval on two crossbeams 1
12.Two fastening screws 21 can move back and forth along interval 12 to adjust distance between the two, and two same crossbeams 1 also may be used
To move back and forth along fastening screw 21 to adjust distance between the two, so as to adjust the size of tie to pour needed for adapting to
The size of support column.
The both ends of fastening screw 21 are threaded with clamp nut 22 respectively, are set between clamp nut 22 and crossbeam 1
There is the cushion block 23 being set on fastening screw 21, cushion block 23 can slidably reciprocate on fastening screw 21.Turn clamp nut 22, can
With promote cushion block 23 push against crossbeam 1, and then make 4 both sides of template crossbeam 1 template 4 is clamped it is compact.
For convenience of the rotational fastener nut 22 on fastening screw 21, along the length direction of fastening screw 21 on clamp nut 22
Multiple extension rods 221 are outward extended with, the end of the extension rod 221 is fixed with runner 222.
To prevent cushion block 23 from being deflected with respect to crossbeam 1, the embedded protrusion being spaced in 12 is installed with the side of cushion block 23
231。
Push against screw rod 3 and be equipped with 4, respectively positioned at the both ends of two crossbeams 1.
Screw hole 131 is offered along the length direction of crossbeam 1 on the side wall of contiguous block 13, the abutting screw rod 3 is threadedly coupled
In screw hole 131, its end is stretched into interval 12, and is pushed against on the fastening screw 21, so as to prevent fastening screw
21 along the lateral movement of interval 12, and fastening screw 21 is pushed against in template 4.
Screw rod 3 is pushed against for convenience of rotation, handle 31 is installed with the end for pushing against screw rod 3.
During assembling, two crossbeams 1 are lain in a horizontal plane in the opposite both sides of template 4 first, then by two fastening screws
21 are plugged on the both ends of two crossbeams 1 respectively, and cushion block 23 is covered at the both ends of every fastening screw 21 and makes protrusion thereon
In 231 insertion intervals 12, precession pushes against the side wall that screw rod 3 makes fastening screw 21 push against template 4 from side, and then precession fastens again
Nut 22 makes crossbeam 1 push against the side wall of template 4.
The utility model is closely connected two opposite crossbeams 1 using screw arbor assembly 2, makes two crossbeams 1 will both it
Between 4 firm grip of template, while be connected with the end thread of crossbeam 1 and can push against the abutting screw rod 3 of screw arbor assembly 2, and then
Prevent screw arbor assembly 2 that sidesway occurs, and make the side wall of the abutting template 4 of screw arbor assembly 2.
This specific embodiment is only explanation to the utility model, it is not the limitation to the utility model, ability
Field technique personnel as needed can make the present embodiment the modification of no creative contribution after this specification is read, but
As long as all protected in the right of the utility model be subject to Patent Law.
Claims (9)
1. a kind of tie for column template support, including two push against two side templates respectively（4）Crossbeam（1）And set respectively
Put in crossbeam（1）Both ends are used for two crossbeams of connection（1）Two groups of bolt assemblies（2）, it is characterized in that：The crossbeam
（1）Both ends along crossbeam（1）Length direction, which is provided with, to push against bolt assembly from side（2）Abutting screw rod（3）, to prevent
Bolt assembly（2）Sidesway.
2. the tie according to claim 1 for column template support, it is characterized in that：The crossbeam（1）For two-tube crossbeam,
It includes upper and lower two roots beam（11）, the two roots beam（11）Between formed with interval（12）, two root beams（11）Both ends
By positioned at the two roots beam（11）Between contiguous block（13）It is fixedly connected.
3. the tie according to claim 2 for column template support, it is characterized in that：The bolt assembly（2）Including wearing
Cross two crossbeams（1）On interval（12）Fastening screw（21）, fastening screw（21）Both ends be threaded with respectively
Clamp nut（22）.
4. the tie according to claim 3 for column template support, it is characterized in that：The screw arbor assembly（2）Further include
It is set in fastening screw（21）On cushion block（23）, the cushion block（23）Positioned at clamp nut（22）With crossbeam（1）Between.
5. the tie according to claim 4 for column template support, it is characterized in that：The cushion block（23）Among setting
There is the embedded interval（12）Protrusion（231）.
6. the tie for being used for column template support according to any one of claim 3 to 5, it is characterized in that：The connection
Block（13）On along crossbeam（1）Length direction offer screw hole（131）, the abutting screw rod（3）It is threaded in the screw hole
（131）It is interior, the abutting screw rod（3）End be connected to the fastening screw（21）On.
7. the tie according to claim 6 for column template support, it is characterized in that：The abutting screw rod（3）Upper fixation
It is provided with handle（31）.
8. the tie according to claim 3 for column template support, it is characterized in that：The clamp nut（22）It is connected with
Runner（222）.
9. the tie according to claim 8 for column template support, it is characterized in that：The clamp nut（22）On along tight
Gu screw rod（21）Length direction be outward extended with multiple extension rods（221）, the runner（222）It is fixed on extension rod（221）
End.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201721235707.6U CN207277836U (en) | 2017-09-23 | 2017-09-23 | A kind of tie for column template support |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201721235707.6U CN207277836U (en) | 2017-09-23 | 2017-09-23 | A kind of tie for column template support |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN207277836U true CN207277836U (en) | 2018-04-27 |
Family
ID=61982971
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201721235707.6U Expired - Fee Related CN207277836U (en) | 2017-09-23 | 2017-09-23 | A kind of tie for column template support |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN207277836U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110173111A (en) * | 2019-05-23 | 2019-08-27 | 中铁二局集团有限公司 | A kind of novel L shape square steel shuttering supporting, adjustable tie and construction method |
| CN110499912A (en) * | 2019-08-16 | 2019-11-26 | 广州凌鼎建筑工程有限公司 | A kind of hardened system and construction method of concrete blinding |
-
2017
- 2017-09-23 CN CN201721235707.6U patent/CN207277836U/en not_active Expired - Fee Related
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110173111A (en) * | 2019-05-23 | 2019-08-27 | 中铁二局集团有限公司 | A kind of novel L shape square steel shuttering supporting, adjustable tie and construction method |
| CN110499912A (en) * | 2019-08-16 | 2019-11-26 | 广州凌鼎建筑工程有限公司 | A kind of hardened system and construction method of concrete blinding |
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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: 20180427 Termination date: 20210923 |
|
| CF01 | Termination of patent right due to non-payment of annual fee |