CN107916786A - building template fastening structure - Google Patents
building template fastening structure Download PDFInfo
- Publication number
- CN107916786A CN107916786A CN201810024961.4A CN201810024961A CN107916786A CN 107916786 A CN107916786 A CN 107916786A CN 201810024961 A CN201810024961 A CN 201810024961A CN 107916786 A CN107916786 A CN 107916786A
- Authority
- CN
- China
- Prior art keywords
- pull rod
- shaped steel
- template
- wall
- sides
- 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.)
- Granted
Links
- 229910000831 Steel Inorganic materials 0.000 claims abstract description 43
- 239000010959 steel Substances 0.000 claims abstract description 43
- 230000006835 compression Effects 0.000 claims description 3
- 238000007906 compression Methods 0.000 claims description 3
- 239000002023 wood Substances 0.000 claims description 2
- 238000000034 method Methods 0.000 abstract description 10
- 238000010276 construction Methods 0.000 abstract description 9
- 238000003780 insertion Methods 0.000 abstract 1
- 230000037431 insertion Effects 0.000 abstract 1
- 238000010586 diagram Methods 0.000 description 4
- 230000009286 beneficial effect Effects 0.000 description 1
- 238000005266 casting Methods 0.000 description 1
- 230000007547 defect Effects 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 238000000605 extraction Methods 0.000 description 1
- 238000001727 in vivo Methods 0.000 description 1
- 238000009434 installation Methods 0.000 description 1
- 239000007787 solid Substances 0.000 description 1
Classifications
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
- E04G17/00—Connecting or other auxiliary members for forms, falsework structures, or shutterings
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
- E04G17/00—Connecting or other auxiliary members for forms, falsework structures, or shutterings
- E04G17/06—Tying means; Spacers ; Devices for extracting or inserting wall ties
- E04G17/075—Tying means, the tensional elements of which are fastened or tensioned by other means
- E04G17/0755—Tying means, the tensional elements of which are fastened or tensioned by other means the element consisting of several parts
- E04G17/0758—Tying means, the tensional elements of which are fastened or tensioned by other means the element consisting of several parts remaining completely or partially embedded in the cast material
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Mechanical Engineering (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)
- Conveying And Assembling Of Building Elements In Situ (AREA)
Abstract
The present invention relates to building implement, building template fastening structure is provided, including the template positioned at wall both sides to be cast, template outside upright is equipped with some flitches, uniformly through the tapered cylindrical rod of some bands in template, the both ends of pull rod, which are respectively equipped with, presets some limiting slots, the spacing groove location in wall both sides is located at straight line along wall length direction, the pull rod of homonymy is across equipped with shaped steel, shaped steel is engaged clamping along the length direction of wall with limiting slot, shaped steel is compressed with flitch contact outside and connected, and shaped steel is fixed with pull rod by attachment device.Direct pouring construction after the insertion template of the invention by pull rod, shaped steel is directly fixed spacing after being caught in, without adjusting respectively, directly it is caught in and can fixes, process and adjustment time are reduced, and the pull rod with taper directly takes out from the other end after the completion of constructing, and avoids using casing, cost is reduced, can Reusability.
Description
Technical field
The present invention relates to building implement, and in particular to a kind of building template fastening structure.
Background technology
When shear wall is built in cast, fastening pull rod is often used by after the fixation of two side templates, cast forms wall, tradition
Mode generally uses screw rod, and screw rod is fastened through two side templates using the nut of both sides, the fastening length of each screw rod
When spending needs and unanimously just can guarantee that the verticality of wall, and building, the substantial amounts of screw rod are each required for manually adjusting, and
Length will ensure unanimously, it is seen that quantities is huge.Screw arbor with nut at both-ends is directly contacted with concrete and can not extracted out after having poured, so that
It can not be used in turn.Method is to install casing additional on the outside of screw rod at present, and casing is located in wall, and the casing after pouring stays in wall
In vivo, screw rod extraction is dropped.Such a method adds one of casing process, it is necessary to prepare casing according to the width of wall, and operation is numerous
Trivial, casing stays in not only increases cost and later stage termination processing trouble, lost labor within the walls.
And with the change of thickness of wall body, fastener is also required to carry out corresponding change in size, changes in the prior art
The tightness of screw rod can change size, but adjust time-consuming and laborious, it is necessary to measure adjustment to each screw rod, process consumption
When it is laborious, the adjustment amount of both sides is also difficult to be consistent, and causes the verticality of metope to be difficult to ensure that.
The content of the invention
The present invention is in order to solve prior art tedious process, the defects of cost height adjustment is difficult, there is provided and a kind of structure is simplified,
Greatly reduce the building template fastening structure of cost and operating time.
Building template fastening structure, including the template positioned at wall both sides to be cast, template outside upright are equipped with some wood
Square, uniformly through the tapered cylindrical rod of some bands in template, the both ends of pull rod, which are respectively equipped with, presets some limiting slots,
Limiting slot is vertically arranged with rod length direction, and the spacing groove location in wall both sides is located at straight line along wall length direction, homonymy
Pull rod is engaged clamping, shaped steel and flitch contact outside pressure with limiting slot across the length direction equipped with shaped steel, shaped steel along wall
It is close to and connects, shaped steel is fixed with pull rod by attachment device.
Preferably, the section of the shaped steel is I-shaped that the both sides of pull rod are respectively equipped with shaped steel matched some groups
Limiting slot, limiting slot are arranged at intervals along rod length direction.
Preferably, the attachment device is supporting structure, and lower section and the drag link sleeve load of stent connect, and the top of stent is equipped with
The hold-down bolt for making shaped steel be combined with pull rod.
Preferably, the attachment device is U-bracket structure, and both sides carrier openings are oppositely arranged, and lower side is equipped with and drawing
The through hole that bar coordinates, upper side edge fix liftable clamp nut.
Preferably, the middle part of the pull rod is detachable structure, and the both ends with limiting slot are threadedly coupled with middle part.
The invention has the beneficial effects that pull rod can be inserted into direct pouring construction after template, the width of wall and two
Side bayonet slot spacing is identical, and shaped steel is directly fixed spacing after being caught in, and is installed according to selection card slot respectively is actually needed, without dividing
Do not adjust, being directly caught in fix, and reduce process and adjustment time, and the pull rod with taper is directly from another after the completion of constructing
End is taken out, and avoids use casing, reduces cost, can Reusability, install and use simplicity, simplify construction process, improve matter of constructing
Amount.
Brief description of the drawings
Fig. 1 overall structure diagrams of the present invention；
Fig. 2 cross section structure schematic diagrams of the present invention；
Fig. 3 pull rods of the present invention and attachment device structure diagram；
Fig. 4 another embodiment of the present invention drawbar structure diagrams；
1. attachment device in figure, 11. stents, 12. hold-down bolts, 13. limiting slots, 2. flitches, 3. templates, 4. concrete, 5. draw
Bar, 6. shaped steel.
Embodiment
The invention will be further described below in conjunction with the accompanying drawings.
Embodiment one
As shown in Figure 1 to Figure 3, the present invention provides a kind of building template fastening structure, two side templates during available for wall construction
Fixed, it includes the template 3 positioned at wall both sides to be cast, and two side template spacing are set, and to pour face on the inside of template, outside is erected
Some flitches 2 are directly equipped with, flitch is supported for outer side compression, and the template of the left and right sides uniformly runs through some pull rods 5, which is
With tapered cylindrical structural, pull rod is horizontal through two side templates.The both ends of pull rod, which are respectively equipped with, presets limiting slot 13, limit
The part of position groove is located at the outside of two side templates, and limiting slot is vertically arranged with rod length direction.Pull rod horizontal spacing is set, position
It is identical in the outreach of same lateral bracing strut limiting slot, that is, limiting slot on different pull rod and it is located at same straight line, homonymy
Pull rod across set with the matched shaped steel 6 of limiting slot, as shown in Figure 1, shaped steel is set along the length direction of wall, shaped steel sets
Have and compress and connect with flitch contact outside with the matched protrusion of card slot, shaped steel, and shaped steel protrusion is solid after coordinating with pull rod card slot
It is fixed, form both sides shaped steel and fixed with flitch, while the fixed structure that both sides spacing is limited by pull rod, ensure the same of both sides spacing
When, realize the fixation of template position.
Shaped steel is fixed with pull rod by attachment device, and attachment device effect is that shaped steel and pull rod are combined closely, and is had
The attachment device of clamping function can fix shaped steel, and the application is to realize quick-clamping, using the branch being set with pull rod
Frame 11, as shown in Fig. 2, attachment device is supporting structure, lower section and the drag link sleeve load of stent 11 connect, and can be torn open from pull rod one end
Dress, the top of stent, which is equipped with, makes the hold-down bolt 12 that shaped steel is combined with pull rod, and the elastic realization of hold-down bolt is to lower section shaped steel
Whether fixed, so as to fulfill work and the dismounting of off working state.
And the shaped steel connected as a whole, T steel plate can be used, and in the present embodiment, in order to facilitate the installation of with it is spacing
It is fixed, the section of shaped steel be it is I-shaped, the both sides of pull rod be respectively equipped with the matched limiting slot of shaped steel, directly by type during use
Steel is caught in limiting slot, and clamp nut, which compresses, can be achieved positioning.
As shown in Fig. 2, the supporting structure of attachment device is U-shaped in the present embodiment, both sides carrier openings are oppositely arranged, U-shaped
Lower side be equipped with the through hole coordinated with pull rod, for lower side as supporting structure increase supporting surface, upper side edge fixation can during compression
The clamp nut of lifting.
Embodiment two
In the present embodiment, in order to adapt to the construction of different walls, pull rod presets some groups of limiting slots according to requirement is built, when need
When carrying out different sizes construction, diverse location limiting slot is selected by physical length, shaped steel and the limiting slot selected are matched
The wall of specified width, which width can be fixed, width carries out construction casting after fixing, whole process is debugged without complicated adjustment,
Only limiting slot need to be selected to place shaped steel according to developed width, adjustment process is simple and quick.
Embodiment three
In the present embodiment, during in order to solve wall construction width differ, it is necessary to pull rod size it is different, pull rod both ends are with spacing
The part of groove separates setting with stage casing, and the length at middle part can carry out replacement adjustment according to the length of actual needs, to improve
Utilization rate, further reduces the cost.
The distance of two side templates as required is placed when the present invention uses, pull rod is passed through into template, both sides shaped steel difference
Fixed, shaped steel side crimps fixation with flitch, and lower section is spacing by pull rod, is covered on pull rod and loads onto attachment device, using compressing spiral shell
Female fix shaped steel with pull rod can enjoy pouring for template middle part progress concrete.By both sides clamp nut after concrete setting
Unclamp, remove attachment device, after taking down shaped steel, pull rod can be taken out pull rod ejection by the side thinner from pull rod, and then will
Template is removed, and carries out construction next time.
Claims (5)
1. building template fastening structure, including the template positioned at wall both sides to be cast, template outside upright is equipped with some flitches,
It is characterized in that, uniformly through the tapered cylindrical rod of some bands in the template, the both ends of pull rod are respectively equipped with preset
There are some limiting slots, limiting slot is vertically arranged with rod length direction, and the spacing groove location in wall both sides is along wall length direction position
In straight line, the pull rod of homonymy is engaged clamping, shaped steel and wood with limiting slot across the length direction equipped with shaped steel, shaped steel along wall
Square contact outside compresses connection, and shaped steel is fixed with pull rod by attachment device.
2. building template fastening structure according to claim 1, it is characterised in that the section of the shaped steel to be I-shaped,
The both sides of pull rod are respectively equipped with to be arranged at intervals with the matched some groups of limiting slots of shaped steel, limiting slot along rod length direction.
3. building template fastening structure according to claim 1 or 2, it is characterised in that the attachment device is stent knot
Structure, lower section and the drag link sleeve load of stent connect, and the top of stent, which is equipped with, makes the hold-down bolt that shaped steel is combined with pull rod.
4. building template fastening structure according to claim 3, it is characterised in that the attachment device is U-bracket knot
Structure, both sides carrier openings are oppositely arranged, and lower side is equipped with the through hole coordinated with pull rod, and upper side edge fixes liftable compression spiral shell
It is female.
5. building template fastening structure according to claim 4, it is characterised in that the middle part of the pull rod is detachable knot
Structure, the both ends with limiting slot are threadedly coupled with middle part.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201810024961.4A CN107916786B (en) | 2018-01-11 | 2018-01-11 | Building template fastening structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201810024961.4A CN107916786B (en) | 2018-01-11 | 2018-01-11 | Building template fastening structure |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN107916786A true CN107916786A (en) | 2018-04-17 |
| CN107916786B CN107916786B (en) | 2024-05-03 |
Family
ID=61891398
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201810024961.4A Active CN107916786B (en) | 2018-01-11 | 2018-01-11 | Building template fastening structure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN107916786B (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110485726A (en) * | 2019-08-21 | 2019-11-22 | 山东方圆建筑材料有限公司 | The combination of building template pull rod |
| CN114856186A (en) * | 2022-04-02 | 2022-08-05 | 广东天凛高新科技有限公司 | Opposite pulling device for quickly positioning, locking and disassembling template and application method thereof |
Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CA2280510A1 (en) * | 1999-08-19 | 2001-02-19 | Theodore G. Hubert | Tie bars for concrete forms |
| CN201424808Y (en) * | 2009-04-01 | 2010-03-17 | 中十冶集团有限公司 | Rapidly assembled and disassembled wooden formwork structure |
| CN202081651U (en) * | 2011-05-20 | 2011-12-21 | 中建七局第三建筑有限公司 | Bolt-type lockset for reinforcing double-edge mold plate |
| CN102364005A (en) * | 2011-10-26 | 2012-02-29 | 江苏天宁建设工程有限公司 | Conical tie bar |
| CN206707281U (en) * | 2017-03-24 | 2017-12-05 | 广州毅昌模板工程有限公司 | Early-dismantling formwork system reinforces fastener and reinforcement assembly |
| CN207714753U (en) * | 2018-01-11 | 2018-08-10 | 山东方圆建筑材料有限公司 | building template fastening structure |
-
2018
- 2018-01-11 CN CN201810024961.4A patent/CN107916786B/en active Active
Patent Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CA2280510A1 (en) * | 1999-08-19 | 2001-02-19 | Theodore G. Hubert | Tie bars for concrete forms |
| CN201424808Y (en) * | 2009-04-01 | 2010-03-17 | 中十冶集团有限公司 | Rapidly assembled and disassembled wooden formwork structure |
| CN202081651U (en) * | 2011-05-20 | 2011-12-21 | 中建七局第三建筑有限公司 | Bolt-type lockset for reinforcing double-edge mold plate |
| CN102364005A (en) * | 2011-10-26 | 2012-02-29 | 江苏天宁建设工程有限公司 | Conical tie bar |
| CN206707281U (en) * | 2017-03-24 | 2017-12-05 | 广州毅昌模板工程有限公司 | Early-dismantling formwork system reinforces fastener and reinforcement assembly |
| CN207714753U (en) * | 2018-01-11 | 2018-08-10 | 山东方圆建筑材料有限公司 | building template fastening structure |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110485726A (en) * | 2019-08-21 | 2019-11-22 | 山东方圆建筑材料有限公司 | The combination of building template pull rod |
| CN114856186A (en) * | 2022-04-02 | 2022-08-05 | 广东天凛高新科技有限公司 | Opposite pulling device for quickly positioning, locking and disassembling template and application method thereof |
| CN114856186B (en) * | 2022-04-02 | 2024-03-19 | 广东天凛高新科技有限公司 | Opposite pulling device for quick positioning, locking and dismounting of templates and application method thereof |
Also Published As
| Publication number | Publication date |
|---|---|
| CN107916786B (en) | 2024-05-03 |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| PB01 | Publication | ||
| PB01 | Publication | ||
| SE01 | Entry into force of request for substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| CB02 | Change of applicant information |
Address after: 276000 no.1688, southeast corner, intersection of West Outer Ring Road and Chuangye Road, Yitang Town, Lanshan District, Linyi City, Shandong Province Applicant after: SHANDONG FANGYUAN BUILDING MATERIALS Co.,Ltd. Address before: 276000 Shandong province Lanshan District Linyi City Lanshan Street office Zhang Jiazhu Xu Village 760 meters to the Northwest Applicant before: SHANDONG FANGYUAN BUILDING MATERIALS Co.,Ltd. |
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| CB02 | Change of applicant information | ||
| GR01 | Patent grant | ||
| GR01 | Patent grant |