CN103161303B - Vertical template system - Google Patents
Vertical template system Download PDFInfo
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- CN103161303B CN103161303B CN201310098535.2A CN201310098535A CN103161303B CN 103161303 B CN103161303 B CN 103161303B CN 201310098535 A CN201310098535 A CN 201310098535A CN 103161303 B CN103161303 B CN 103161303B
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- tie rod
- vertical
- vertical formwork
- frame
- wall
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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 matching with bar through walls need to be set on the panel of vertical formwork, to make 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 first locates drawknot horizontal shuttering, then vertical formwork is connected with horizontal shuttering, intends behind location, vertical formwork being supported and being reinforced.Chinese patent CN202689548U discloses a kind of vertical formwork that is arranged in the walling body both sides of precoating, and wherein reserved door and window hole between vertical formwork, saves efficiency of construction.
But use bar through walls to be fixedly connected with and to have inconvenience with vertical formwork, especially after being connected between bar through walls and vertical formwork, between vertical formwork, also need to be mutually permanently connected, step complexity, 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 multiple vertical formworks and fastener, and multiple 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; Between two adjacent vertical formworks of precast body of wall the same side, be fixedly connected with by described fastener, 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 arranging along its length, and described clapboard wears described bar hole and coordinates the frame of two described vertical formworks and described tie rod are fixedly connected with described flange.
In vertical formwork system of the present invention, on the frame binding face of described vertical formwork, be provided with bar-shaped trough along the length direction of frame.
In vertical formwork system of the present invention, described tie rod comprises the multiple tie rods that arrange along the frame length direction of vertical formwork, and the distance in described multiple 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 matching with described tie rod.
In vertical formwork system of the present invention, the frame laminating of described two adjacent vertical formworks is fixedly connected with, on two frames bonded to each other, be equipped with groove, and form the lock chamber matching 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 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 in overcoming above-mentioned defect, in order to make its connection more firm, dismantle the objects such as more convenient, saving cost, on the basis of basic scheme of the present invention, carried out many places improvement, its technical scheme all has a detailed description at application documents, and it has following multiple beneficial effect:
Utilize the tie rod of bar shaped that the vertical formwork of precast body of wall both sides is connected as one, 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, an operation completes 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 arranging along its length, clapboard wears bar hole and coordinates the frame of two vertical formworks and tie rod are fixedly connected with flange, be convenient to the aligned fit between adjacent two vertical formworks, make to assemble more convenient, and can better keep aliging between adjacent two vertical formworks.
Owing to being provided with bar-shaped trough along the length direction of frame on the frame binding face at vertical formwork, can reduce contact surface area bonded to each other while connection between frame, be convenient to latter two connected vertical formwork of wall pouring and separate.
Described tie rod comprises the multiple tie rods that arrange along the frame length direction of vertical formwork, and the distance between multiple 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 be positioned at sheathed sleeve pipe outside the part of 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, be also convenient to sleeve pipe and tie rod to extract 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, reduce the volume of perforation, strengthen the structural strength of body of wall, be conducive to tie rod simultaneously and extract out from sleeve pipe.
Brief description of the 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.
Detailed description of the invention
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 multiple vertical formworks 1, fastener 2 and bar shaped.Multiple vertical formworks 1 are arranged and are fixed on the both sides of precast body of wall.Tie rod 3 runs through 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, between two adjacent vertical formworks 1 of precast body of wall the same side, be fixedly connected with by robust means 2, and tie rod 3 is clamped between described two adjacent vertical formworks.
Utilize the tie rod 3 of bar shaped that the vertical formwork 1 of precast body of wall both sides is connected as one, 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 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 material that other structural strengths are larger.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 arranging along its length, and clapboard 22 wears bar hole 210 and coordinates the frame of two vertical formworks 1 11 and tie rod 3 are fixedly connected with flange 211.Flange 211 on connecting rod 21 can be fixed of the frame of vertical formwork 1 11 side, and clapboard 22 is fixed the frame of adjacent two vertical formworks 1 11 and the side of body of wall laminating, and its end is by fixing a side laminating of tie rod 3 simultaneously.Utilize coordinating of clapboard 22 and bar hole 210, vertical formwork system can be completely fixed before building body of wall, without other auxiliary fixed equipment, after taking-up clapboard 22 and connecting rod 21, can be easy to very much vertical formwork system to pull down, 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 matching with tie rod 3.Frame 11 laminatings of two adjacent vertical formworks 1 are fixedly connected with, on two frames bonded to each other, be equipped with groove 111, and after groove 111 corresponding matching of two frames 11, form the lock chamber matching with the shape of cross section of tie rod 3, the degree of depth that is groove 111 is the half of tie rod thickness, after two groove 111 corresponding matching, matches with the thickness of tie rod 3.Avoid tie rod 3 on 1 interconnective impact of vertical formwork.In addition, as other embodiment, above one of them of two frames bonded to each other, be provided with groove, another frame has a plane, and the degree of depth of groove matches with the thickness of tie rod 3, and groove after coordinating with plane is fixed tie rod.
As preferably, the length direction of tie rod 3 is the surface that vertical formwork 1 coordinates in precast wall and surface 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 two adjacent vertical formworks 1 being connected to reduce tie rod 3, groove 111 is also arranged on this binding face simultaneously, is beneficial to the processing and fabricating of groove 111.
Contact surface area bonded to each other while connection in order to reduce 11, frame, is convenient to the separation of two connected vertical formworks 1, on frame 11 binding faces of vertical formwork 1, is provided with bar-shaped trough 112 along the length direction of frame 11.
Tie rod 3 comprises the multiple tie rods that arrange along frame 11 length directions of vertical formwork 1, to improve the bonding strength of 1 of vertical formwork of precast body of wall both sides.Meanwhile, the distance between multiple 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, closeer tie rod 3 is set can strengthens the structural strength of whole vertical formwork system.
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 to extract 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, meanwhile, after 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 from body of wall, to extract out.
The inner chamber cross section of sleeve pipe 4 is identical with the shape of cross section of tie rod 3, the space taking to reduce sleeve pipe 4, the structural strength of guarantee body of wall.Sleeve pipe 4 and tie rod 3 matched in clearance, be 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 matching with its internal thread, can be convenient to sleeve pipe 4 to take out from body of wall, to reuse.
This vertical formwork system also can be called vertical formwork system or device.
The foregoing is only the preferred embodiments of the present invention, be not limited to the present invention, 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 amendment of doing, be equal to replacement, improvement etc., within all should being included in protection scope of the present invention.
Claims (3)
1. a vertical formwork system, comprises multiple vertical formworks and fastener, and multiple 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; Between two adjacent vertical formworks of precast body of wall the same side, be fixedly connected with by described fastener, 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 arranging along its length, and described clapboard wears described bar hole and coordinates the frame of two described vertical formworks and described tie rod are fixedly connected with described flange;
On the frame binding face of described vertical formwork, be provided with bar-shaped trough along the length direction of frame;
Described tie rod comprises the multiple tie rods that arrange along the frame length direction of vertical formwork, and the distance in described multiple tie rods between adjacent two tie rods increases from the bottom to top gradually;
The frame laminating of described two adjacent vertical formworks is fixedly connected with, and is equipped with groove, and forms the lock chamber matching with described tie rod shape of cross section after the groove corresponding matching of two frames on two frames bonded to each other;
The plate face of described tie rod is parallel to the frame binding face of described vertical formwork;
The part that described tie rod is positioned at outside described precast body of wall is arranged with sleeve pipe; 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.
2. vertical formwork system as claimed in claim 1, is characterized in that, described tie rod is steel bar or aluminum alloy bar.
3. vertical formwork system as claimed in claim 1, is characterized in that, described sleeve pipe is 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 CN103161303A (en) | 2013-06-19 |
| CN103161303B true CN103161303B (en) | 2014-06-18 |
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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 |
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| CN (1) | CN103161303B (en) |
Families Citing this family (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| 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 |
| 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 |
| CN115182579B (en) * | 2022-07-04 | 2024-01-12 | 晟通科技集团有限公司 | External beam template group |
Citations (4)
| 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 |
| 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 |
Family Cites Families (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2719503B2 (en) * | 1995-02-10 | 1998-02-25 | 文元 李 | Architectural formwork |
-
2013
- 2013-04-15 CN CN201310098535.2A patent/CN103161303B/en not_active Expired - Fee Related
Patent Citations (4)
| 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 |
| 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 |
Also Published As
| Publication number | Publication date |
|---|---|
| CN103161303A (en) | 2013-06-19 |
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Granted publication date: 20140618 |
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