CN103161303A - Vertical template system - Google Patents
Vertical template system Download PDFInfo
- Publication number
- CN103161303A CN103161303A CN2013100985352A CN201310098535A CN103161303A CN 103161303 A CN103161303 A CN 103161303A CN 2013100985352 A CN2013100985352 A CN 2013100985352A CN 201310098535 A CN201310098535 A CN 201310098535A CN 103161303 A CN103161303 A CN 103161303A
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- vertical
- tie rod
- vertical formwork
- frame
- formwork system
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Abstract
The invention discloses a vertical template system which comprises a plurality of vertical templates and fastening devices. The plurality of vertical templates are distributed and fixed on two sides of a pre-pouring wall body. The vertical template system further comprises strip-shaped stays which penetrate through the pre-pouring wall body. Two sides of the stays in the length direction are respectively fixedly connected to the vertical templates located on two sides of the pre-pouring wall body. Two adjacent vertical templates at the same side of the pre-pouring wall body are fixedly connected through the fastening devices, and the fastening devices enable the stays to be clamped and fixed between the two adjacent vertical templates. The vertical template system is convenient to install and dismantle in the construction process, reduces procedures of installation and fixation, and can remarkably improve construction efficiency.
Description
Technical field
The present invention relates to building field, relate in particular to a kind of construction formwork system.
Background technology
In prior art, be arranged between the vertical formwork of precast body of wall both sides and be fixedly connected with by bar through walls, the perforation that matches with bar through walls need to be set on the panel of vertical formwork, so that the coordinating of vertical formwork and bar through walls.Chinese patent open source literature CN102220806A discloses a kind of vertical formwork bracing reinforcement system, and wherein step is reinforced vertical formwork at twice.Chinese patent open source literature CN102094523A discloses a kind of positioning construction method of vertical formwork, wherein at first locates the drawknot horizontal shuttering, then vertical formwork is connected with horizontal shuttering, intends behind the location, vertical formwork being supported and reinforcing.Chinese patent CN202689548U discloses a kind of vertical formwork that is arranged in the walling body both sides of precoating, and wherein reservation door and window hole between vertical formwork, save efficiency of construction.
But use bar through walls to be fixedly connected with vertical formwork and have inconvenience, especially after being connected between bar through walls and vertical formwork, also need between vertical formwork to be mutually permanently connected, step is complicated, especially in actual architecture production, a building need to arrange a lot of precast bodies of wall, and increasing a step will bring about big influence to efficiency of construction.
Summary of the invention
The invention discloses a kind of vertical formwork system, its easy installation and removal reduces fixing step is installed, and can significantly improve efficiency of construction.
Vertical formwork system of the present invention comprises a plurality of vertical formworks and fastener, and a plurality of vertical formworks are arranged and are fixed on the both sides of precast body of wall;
Described vertical formwork system also comprises the tie rod of bar shaped, and described tie rod runs through described precast body of wall, and the two ends of its length direction are fixedly attached to respectively the vertical formwork that is positioned at precast body of wall both sides; Be fixedly connected with by described fastener between two adjacent vertical formworks of precast body of wall the same side, and described tie rod is clamped between described two adjacent vertical formworks;
The frame of described vertical formwork is provided with connecting hole, and described tie rod is provided with the through hole with described connecting hole corresponding matching, and described fastener comprises connecting rod, and described connecting rod runs through described connecting hole and described through hole.
One end side face of described connecting rod is provided with flange, described fastener also comprises clapboard, described connecting rod is provided with the bar hole that arranges along its length direction, and described clapboard wears described bar hole and coordinates frame and described tie rod with two described vertical formworks to be fixedly connected with described flange.
In vertical formwork system of the present invention, the length direction along frame on the frame binding face of described vertical formwork is provided with bar-shaped trough.
In vertical formwork system of the present invention, described tie rod comprises a plurality of tie rods that arrange along the frame length direction of vertical formwork, and the distance in described a plurality of tie rods between adjacent two tie rods increases from the bottom to top gradually.
In vertical formwork system of the present invention, the frame of described template is provided with the groove that matches with described tie rod.
In vertical formwork system of the present invention, the frame of described two adjacent vertical formworks is fitted and is fixedly connected with, be equipped with groove on two frames bonded to each other, and form the lock chamber that matches with described tie rod shape of cross section after the groove corresponding matching of two frames.
In vertical formwork system of the present invention, the length direction of described tie rod is perpendicular to the front of described vertical formwork.
In vertical formwork system of the present invention, the frame of described vertical formwork has the binding face bonded to each other with the frame of described vertical formwork, and the plate face of described tie rod is parallel to this binding face.
In vertical formwork system of the present invention, described tie rod is positioned at outside the part of described precast body of wall and is arranged with sleeve pipe.
In vertical formwork system of the present invention, the inner chamber cross section of described sleeve pipe is identical with the shape of cross section of described tie rod, and described sleeve pipe and described tie rod matched in clearance.
In vertical formwork system of the present invention, tie rod is steel bar or aluminum alloy bar, and sleeve pipe is the PVC sleeve pipe.
The present invention uses bar through walls to be fixedly connected with the inconvenience of bringing with vertical formwork in order to overcome in prior art, a kind of vertical formwork system is disclosed, this system disclosed by the invention is when overcoming defects, in order to make its connection more firm, dismantle the purposes such as more convenient, saving cost, on the basis of basic scheme of the present invention, carried out the many places improvement, its technical scheme all has a detailed description at application documents, and it has following a plurality of beneficial effect:
The tie rod that utilizes bar shaped connects as one the vertical formwork of precast body of wall both sides, and the end of tie rod is clamped between two adjacent vertical formworks of precast body of wall the same side by fastener, when so utilizing fastener to be fixedly connected with two adjacent vertical formworks, tie rod can be fixed between two adjacent vertical formworks, operation was completed for two steps and is fixedly connected with, assembling and dismounting are all convenient and swift, significantly improve efficiency of construction.
Because fastener comprises clapboard, connecting rod is provided with the bar hole that arranges along its length direction, clapboard wears bar hole and coordinates frame and tie rod with two vertical formworks to be fixedly connected with flange, be convenient to the aligned fit between adjacent two vertical formworks, make assembling more convenient, and can better keep aliging between adjacent two vertical formworks.
Because the length direction along frame on the frame binding face of vertical formwork is provided with bar-shaped trough, contact surface area bonded to each other in the time of can reducing between frame to connect is convenient to latter two vertical formwork that is connected of wall pouring and is separated.
Described tie rod comprises a plurality of tie rods that arrange along the frame length direction of vertical formwork, and the distance between a plurality of tie rods is set to increase gradually from the bottom to top, thereby the bonding strength between the vertical formwork that improves precast body of wall both sides, and when strengthening the structural strength of whole vertical formwork system, reduce tie rod quantity, save cost.
By sheathed sleeve pipe outside the part that is positioned at the precast body of wall at tie rod, can utilize easily sleeve pipe location vertical formwork and determine thickness of wall body.Because the external surface of sleeve pipe is smooth surface, also be convenient to sleeve pipe and tie rod are extracted out from body of wall.
Because the inner chamber cross section of sleeve pipe is identical with the shape of cross section of tie rod, can reduce the space that sleeve pipe takies, the volume that reduces to bore a hole, the structural strength of enhancing body of wall is conducive to simultaneously tie rod and extracts out from sleeve pipe.
Description of drawings
Fig. 1 is the decomposing schematic representation of an embodiment of vertical formwork system of the present invention.
Fig. 2 is the structural representation of fastener in an embodiment of vertical formwork system of the present invention.
Fig. 3 is the connection diagram of vertical formwork in an embodiment of vertical formwork system of the present invention, tie rod and fastener.
The specific embodiment
Below in conjunction with the embodiment of the present invention, technical scheme of the present invention is described in detail, but following embodiment understands the present invention, and can not limit the present invention, the multitude of different ways that the present invention can be defined by the claims and cover is implemented.
Referring to Fig. 1-3, show an embodiment of a kind of vertical formwork system of the present invention, comprise the tie rod 3 of a plurality of vertical formworks 1, fastener 2 and bar shaped.A plurality of vertical formworks 1 are arranged and are fixed on the both sides of precast body of wall.Tie rod 3 runs through the precast body of wall, the two ends of its length direction are fixedly attached to respectively the vertical formwork 1 that is positioned at precast body of wall both sides, be fixedly connected with by robust means 2 between two adjacent vertical formworks 1 of precast body of wall the same side, and tie rod 3 is clamped between described two adjacent vertical formworks.
The tie rod 3 that utilizes bar shaped connects as one the vertical formwork 1 of precast body of wall both sides, and the end of tie rod 3 is clamped between two adjacent vertical formworks 1 of precast body of wall the same side, when utilizing fastener 2 to be fixedly connected with two adjacent vertical formworks 1, tie rod 3 can be fixed between two adjacent vertical formworks 1, assembling and convenient disassembly are quick, are beneficial to the raising efficiency of construction.
As preferably, tie rod 3 is steel bar or aluminum alloy bar, to improve the structural strength of tie rod 3.Certainly, tie rod 3 also can adopt the larger material of other structural strengths.As preferably, the vertical formwork 1 in the present invention is aluminum alloy mould plate, and its light weight and intensity are large.
Particularly, in the present embodiment, the frame 11 of vertical formwork 1 is provided with connecting hole 10, tie rod 3 is provided with the through hole 30 with connecting hole 10 corresponding matching, fastener 2 comprises connecting rod 21, and connecting rod 21 runs through connecting hole 10 and through hole 30, thereby vertical formwork 1 and tie rod 3 are linked together.
Further, one end side face of connecting rod 21 is provided with flange 211, fastener 2 also comprises clapboard 22, connecting rod 21 is provided with the bar hole 210 that arranges along its length direction, and clapboard 22 wears bar hole 210 and coordinates frame 11 and tie rod 3 with two vertical formworks 1 to be fixedly connected with flange 211.Flange 211 on connecting rod 21 can be fixed a side of the frame 11 of vertical formwork 1, and clapboard 22 is fixed the frame 11 of adjacent two vertical formworks 1 with the side that body of wall is fitted, and its end is fitted a side of tie rod 3 fixing simultaneously.Utilize coordinating of clapboard 22 and bar hole 210, the vertical formwork system namely can be completely fixed before building body of wall, need not other auxiliary fixed equipment, can be easy to very much the vertical formwork system is pulled down after taking-up clapboard 22 and connecting rod 21, assembling and dismounting are very convenient.
For the ease of being connected of tie rod 3 and fastener 1, the frame 11 of vertical formwork 1 is provided with the groove 111 that matches with tie rod 3.The frame 11 of two adjacent vertical formworks 1 is fitted and is fixedly connected with, be equipped with groove 111 on two frames bonded to each other, and form the lock chamber that matches with the shape of cross section of tie rod 3 after groove 111 corresponding matching of two frames 11, the degree of depth that is groove 111 is half of tie rod thickness, and the thickness with tie rod 3 after two groove 111 corresponding matching is complementary.Avoid tie rod 3 on 1 interconnective impact of vertical formwork.In addition, as other embodiment, be provided with groove above one of them of two frames bonded to each other, another frame has a plane, and the degree of depth of groove matches with the thickness of tie rod 3, groove with tie rod is fixed after the plane coordinates.
As preferably, the length direction of tie rod 3 is that vertical formwork 1 is in the surface that the precast wall and surface coordinates perpendicular to the positive 100(of vertical formwork 1), to keep vertical formwork 1 stress balance of precast body of wall both sides.The frame 11 of vertical formwork 1 has the binding face bonded to each other with the frame of adjacent vertical formwork, the plate face of tie rod 3 is parallel to this binding face, the impact that two adjacent vertical formworks 1 is connected to reduce tie rod 3, groove 111 also is arranged on this binding face simultaneously, is beneficial to the processing and fabricating of groove 111.
Contact surface area bonded to each other when connecting in order to reduce 11, frame is convenient to the separation of two connected vertical formworks 1, and the length direction along frame 11 on frame 11 binding faces of vertical formwork 1 is provided with bar-shaped trough 112.
Tie rod 3 comprises a plurality of tie rods that arrange along frame 11 length directions of vertical formwork 1, with the bonding strength of 1 of the vertical formwork that improves precast body of wall both sides.Simultaneously, the distance between a plurality of tie rods 3 increases from the bottom to top gradually, makes tie rod 3 comparatively denses of vertical formwork 1 bottom, and during due to cast, the bottom of vertical formwork 1 is stressed larger, and the structural strength that closeer tie rod 3 can strengthen whole vertical formwork system is set.
Further, tie rod 3 is positioned at outside the part of precast body of wall and is arranged with sleeve pipe 4.Utilize sleeve pipe 4 can be convenient to tie rod 3 is extracted out from the body of wall of pouring into a mould.Gap (being the thickness of body of wall) between the vertical formwork of the length of sleeve pipe 4 and precast body of wall both sides equates, thereby utilize location that sleeve pipe 4 can be convenient to vertical formwork to determine thickness of wall body, simultaneously, after the cast wall moulding, sleeve pipe 4 can also be extracted out from body of wall, reuses.
As preferably, sleeve pipe 4 is pvc pipe, so that itself and the separating of body of wall, utilization is reused.The external surface of sleeve pipe 4 is smooth surface, is convenient to it is extracted out from body of wall.
The inner chamber cross section of sleeve pipe 4 is identical with the shape of cross section of tie rod 3, the space that takies to reduce sleeve pipe 4, the structural strength of assurance body of wall.Sleeve pipe 4 and tie rod 3 matched in clearance are beneficial to tie rod 3 and extract out from sleeve pipe 4.
In addition, as other embodiment, sleeve pipe 4 also can be pipe, further on the inwall of sleeve pipe, internal thread is set, and utilizes the screw rod that matches with its internal thread, can be convenient to sleeve pipe 4 is taken out from body of wall, to reuse.
This vertical formwork system also can be called vertical formwork system or device.
The above is only the preferred embodiments of the present invention, is not limited to the present invention, and for a person skilled in the art, the present invention can have various modifications and variations.Within the spirit and principles in the present invention all, any modification of doing, be equal to replacement, improvement etc., within all should being included in protection scope of the present invention.
Claims (10)
1. a vertical formwork system, comprise a plurality of vertical formworks and fastener, and a plurality of vertical formworks are arranged and are fixed on the both sides of precast body of wall;
Described vertical formwork system also comprises the tie rod of bar shaped, and described tie rod runs through described precast body of wall, and the two ends of its length direction are fixedly attached to respectively the vertical formwork that is positioned at precast body of wall both sides; Be fixedly connected with by described fastener between two adjacent vertical formworks of precast body of wall the same side, and described tie rod is clamped between described two adjacent vertical formworks;
The frame of described vertical formwork is provided with connecting hole, and described tie rod is provided with the through hole with described connecting hole corresponding matching, and described fastener comprises connecting rod, and described connecting rod runs through described connecting hole and described through hole;
One end side face of described connecting rod is provided with flange, described fastener also comprises clapboard, described connecting rod is provided with the bar hole that arranges along its length direction, and described clapboard wears described bar hole and coordinates frame and described tie rod with two described vertical formworks to be fixedly connected with described flange.
2. vertical formwork system as claimed in claim 1, is characterized in that, the length direction along frame on the frame binding face of described vertical formwork is provided with bar-shaped trough.
3. vertical formwork system as claimed in claim 1 or 2, is characterized in that, described tie rod comprises a plurality of tie rods that arrange along the frame length direction of vertical formwork, and the distance in described a plurality of tie rods between adjacent two tie rods increases from the bottom to top gradually.
4. vertical formwork system as described in any one in claim 1～3, is characterized in that, the frame of described template is provided with the groove that matches with described tie rod.
5. vertical formwork system as described in any one in claim 1～4, it is characterized in that, the frame of described two adjacent vertical formworks is fitted and is fixedly connected with, be equipped with groove on two frames bonded to each other, and form the lock chamber that matches with described tie rod shape of cross section after the groove corresponding matching of two frames.
6. vertical formwork system as described in any one in claim 1～5, is characterized in that, the frame of described vertical formwork has the binding face bonded to each other with the frame of described vertical formwork, and the plate face of described tie rod is parallel to this binding face.
7. vertical formwork system as described in any one in claim 1～6, is characterized in that, described tie rod is steel bar or aluminum alloy bar.
8. vertical formwork system as described in any one in claim 1～7, is characterized in that, described tie rod is positioned at outside the part of described precast body of wall and is arranged with sleeve pipe.
9. vertical formwork system as claimed in claim 8, is characterized in that, the inner chamber cross section of described sleeve pipe is identical with the shape of cross section of described tie rod, and described sleeve pipe and described tie rod matched in clearance.
10. vertical formwork system as claimed in claim 8, is characterized in that, described sleeve pipe is the PVC sleeve pipe.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201310098535.2A CN103161303B (en) | 2013-04-15 | 2013-04-15 | Vertical template system |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201310098535.2A CN103161303B (en) | 2013-04-15 | 2013-04-15 | Vertical template system |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN103161303A true CN103161303A (en) | 2013-06-19 |
| CN103161303B CN103161303B (en) | 2014-06-18 |
Family
ID=48584807
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201310098535.2A Expired - Fee Related CN103161303B (en) | 2013-04-15 | 2013-04-15 | Vertical template system |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN103161303B (en) |
Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105926940A (en) * | 2016-04-29 | 2016-09-07 | 晟通科技集团有限公司 | Wall formwork fastening system |
| CN106223606A (en) * | 2016-07-24 | 2016-12-14 | 晟通科技集团有限公司 | Wall column formwork system and join mould method |
| CN106481064A (en) * | 2016-10-25 | 2017-03-08 | 深圳市鈤励科技有限公司 | Pulling-on piece pull bar common template and template system |
| CN111946061A (en) * | 2020-08-12 | 2020-11-17 | 鹏程建设集团有限公司 | Support structure in side of taking off soon |
| CN115182579A (en) * | 2022-07-04 | 2022-10-14 | 晟通科技集团有限公司 | Outer beam formwork set |
Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN2086771U (en) * | 1990-09-26 | 1991-10-16 | 李斌 | Pulling rod for universal combined steel shutterings |
| JPH08218624A (en) * | 1995-02-10 | 1996-08-27 | Bungen Ri | Form for construction |
| CN1766248A (en) * | 2005-10-17 | 2006-05-03 | 朱秦江 | Composite thermal insulation concrete wall and its assembled template |
| CN201857751U (en) * | 2010-11-10 | 2011-06-08 | 袁模 | Shear wall template fastener |
| CN102777031A (en) * | 2012-08-06 | 2012-11-14 | 中国建筑第六工程局有限公司 | Construction method of template with no split bolt hole |
-
2013
- 2013-04-15 CN CN201310098535.2A patent/CN103161303B/en not_active Expired - Fee Related
Patent Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN2086771U (en) * | 1990-09-26 | 1991-10-16 | 李斌 | Pulling rod for universal combined steel shutterings |
| JPH08218624A (en) * | 1995-02-10 | 1996-08-27 | Bungen Ri | Form for construction |
| CN1766248A (en) * | 2005-10-17 | 2006-05-03 | 朱秦江 | Composite thermal insulation concrete wall and its assembled template |
| CN201857751U (en) * | 2010-11-10 | 2011-06-08 | 袁模 | Shear wall template fastener |
| CN102777031A (en) * | 2012-08-06 | 2012-11-14 | 中国建筑第六工程局有限公司 | Construction method of template with no split bolt hole |
Cited By (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105926940A (en) * | 2016-04-29 | 2016-09-07 | 晟通科技集团有限公司 | Wall formwork fastening system |
| CN105926940B (en) * | 2016-04-29 | 2018-09-28 | 晟通科技集团有限公司 | Wall form fastening system |
| CN106223606A (en) * | 2016-07-24 | 2016-12-14 | 晟通科技集团有限公司 | Wall column formwork system and join mould method |
| CN106481064A (en) * | 2016-10-25 | 2017-03-08 | 深圳市鈤励科技有限公司 | Pulling-on piece pull bar common template and template system |
| CN106481064B (en) * | 2016-10-25 | 2019-08-09 | 深圳市鈤励科技有限公司 | Pulling-on piece pull rod common template and template system |
| CN111946061A (en) * | 2020-08-12 | 2020-11-17 | 鹏程建设集团有限公司 | Support structure in side of taking off soon |
| CN115182579A (en) * | 2022-07-04 | 2022-10-14 | 晟通科技集团有限公司 | Outer beam formwork set |
| CN115182579B (en) * | 2022-07-04 | 2024-01-12 | 晟通科技集团有限公司 | External beam template group |
Also Published As
| Publication number | Publication date |
|---|---|
| CN103161303B (en) | 2014-06-18 |
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Granted publication date: 20140618 |