CN208202555U - Novel gird template - Google Patents
Novel gird template Download PDFInfo
- Publication number
- CN208202555U CN208202555U CN201820660035.1U CN201820660035U CN208202555U CN 208202555 U CN208202555 U CN 208202555U CN 201820660035 U CN201820660035 U CN 201820660035U CN 208202555 U CN208202555 U CN 208202555U
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- China
- Prior art keywords
- plate body
- screw rod
- hole
- groove
- plate
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- 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.)
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Abstract
A kind of novel gird template of the utility model, including the first plate body, second plate body, first screw rod, nut, baffle, first plate body, the equal vertical direction setting of second plate body, and it is spaced pre-determined distance and is arranged face-to-face, first through hole is provided through on first plate body, second plate body is provided through the second through-hole corresponding to first through hole position, first screw rod sequentially passes through first through hole, second through-hole, first screw rod is located at the both ends of the first plate body, the both ends that first screw rod is located at the second plate body are mounted on nut and fix, first through hole, second through-hole, first screw rod, nut be spaced in vertical plane pre-determined distance be provided with it is multiple, first plate body is provided with the first groove of vertical direction on the side of the second plate body, the second groove corresponding with the first groove is provided on second plate body, the both ends of baffle clamp respectively In the first groove, the second groove, the first groove, the second groove, baffle are spaced pre-determined distance and are provided with another group.
Description
Technical field
The utility model belongs to construction equipment technical field, and in particular to a kind of novel gird template.
Background technique
Collar tie beam refers to that continuous reinforced beam on the basis of house, collar tie beam are the supporting members that must be set, and mentions
High floor space rigidity, the globality for increasing building, the shearing resistance for improving masonry, tensile strength, prevent due to ground not
Uniform settlement, earthquake or other destructions of larger vibration load to house.Existing collar tie beam, which passes through, manually builds reinforced frame, then makes
With concreting,
Need to expend a large amount of artificial progress built, construction efficiency is low.
Utility model content
Therefore, the technical problem to be solved by the present invention is to overcome the problems, such as that construction efficiency is low in the prior art.
For this purpose, the technical solution adopted is that, a kind of novel gird template of the utility model, including the first plate body, second
Plate body, the first screw rod, nut, baffle, the equal vertical direction setting of first plate body, second plate body, and be spaced it is default away from
From and be arranged face-to-face, first through hole is provided through on first plate body, second plate body is provided through correspondence
The second through-hole in the first through hole position, first screw rod sequentially pass through the first through hole, second through-hole, institute
State that the first screw rod is located at the both ends of first plate body, first screw rod is located at the both ends of second plate body and is mounted on spiral shell
Mother is fixed, the first through hole, second through-hole, first screw rod, the nut be spaced in vertical plane preset away from
Multiple from being provided with, first plate body is provided with the first groove of vertical direction, institute on the side of second plate body
It states and is provided with the second groove corresponding with first groove on the second plate body, the both ends of the baffle are installed on described respectively
In first groove, second groove, first groove, second groove, the baffle are spaced pre-determined distance setting
There is another group, each baffle is arranged between each first screw rod.
For the ease of the carrying of template, preferred technical solution is the first plate body lateral surface and second plate body
Lateral surface is respectively arranged with hangers.
In order to enable template fixation is more firm, prevent template when casting concrete from moving, preferred technical solution
Being further includes fixed device, and the fixed device includes two L-type plates, two the second screw rods, the level of a L-type plate
One end of plate is fixedly connected with the lateral wall of first plate body, one end of another L-type plate level board and described second
The lateral wall of plate body is fixedly connected, and one end of the vertical plate of two L-type plates extends downwardly, two L-type plates it is perpendicular
Threaded hole is provided through in straight panel, second screw rod of two horizontal directions is separately mounted in each threaded hole.
For the ease of rotating the second screw rod, preferred technical solution is that second screw rod is arranged close to the one end in outside
There is turntable, the turntable is fixedly connected with second screw rod.
The second screw rod damages wall, preferred technical solution is that second screw rod leans in fixed form in order to prevent
One end of nearly inside is provided with the pressing plate of vertical direction, and the pressing plate is fixedly connected with second screw rod.
Utility model has the advantages that a kind of novel gird template of the utility model, including the first plate body, the second plate
Body, the first screw rod, nut, baffle, the equal vertical direction setting of the first plate body, the second plate body, and be spaced pre-determined distance and face
Face setting, is provided through first through hole on the first plate body, and the second plate body is provided through the corresponding to first through hole position
Two through-holes, the first screw rod sequentially pass through first through hole, the second through-hole, and the first screw rod is located at the both ends of the first plate body, the first screw rod
It is mounted on nut positioned at the both ends of the second plate body to fix, first through hole, the second through-hole, the first screw rod, nut are in vertical plane
Interior interval pre-determined distance is provided with multiple, and it is first recessed to be provided with vertical direction on the side of the second plate body for the first plate body
Slot is provided with the second groove corresponding with the first groove on the second plate body, and the both ends of baffle are installed on the first groove, respectively
In two grooves, the first groove, the second groove, baffle are spaced pre-determined distance and are provided with another group, and each baffle is arranged at each
Between one screw rod.In the case where completing collar tie beam after building wall, novel gird template is placed on to the top of wall under collar tie beam, baffle
Both ends clamp the first groove, in the second groove respectively, will connect the first plate body and the second plate body, and nut is by with first
Screw flight cooperation, by the first plate body, the second plate body, the first screw rod connect into a unitary mould, the first plate body and second
The distance between plate body is exactly the thickness of collar tie beam, and the distance between two baffles are exactly the length of collar tie beam, adjusts the position of template
It postpones, from the upper end casting concrete of template, after waiting concrete settings, disassembles nut, screw rod, then take down the first plate body,
Two plate bodys and baffle just complete the construction of collar tie beam.Since entire ring beam template can be good with prefabrication and assembly construction, then collar tie beam is needed to construct
When, template is installed, concreting, and fast quick-detach mold can be carried out rapidly, this improves the construction of collar tie beam effects
Rate.
Detailed description of the invention
Fig. 1 is the structural schematic diagram of the utility model.
Fig. 2 is the side view of the utility model.
Fig. 3 is the top view of the utility model.
Fig. 4 is the structural schematic diagram that device is fixed in the utility model.
Fig. 5 is the installation status diagram of the utility model.
The first plate body of 1-;The second plate body of 2-;The first screw rod of 3-;4- first through hole;The second through-hole of 5-;6- nut;7- hangers;
8-L template;The second screw rod of 9-;10- threaded hole;11- turntable;12- pressing plate;Wall under 13- collar tie beam;The first groove of 14-;15-
Two grooves;16- baffle.
Specific embodiment
The technical solution of the utility model is clearly and completely described below in conjunction with attached drawing, it is clear that described
Embodiment is the utility model a part of the embodiment, instead of all the embodiments.Based on the embodiments of the present invention, originally
Field those of ordinary skill every other embodiment obtained without making creative work belongs to practical
Novel protected range.
As shown in Figure 1-3, a kind of novel gird template of the utility model, including the first plate body 1, the second plate body 2, first
Screw rod 3, nut 6, baffle 16, first plate body 1, the setting of the equal vertical direction of second plate body 2, and it is spaced pre-determined distance simultaneously
And be arranged face-to-face, it is provided through first through hole 4 on first plate body 1, second plate body 2, which is provided through, to be corresponded to
Second through-hole 5 of 4 position of first through hole, first screw rod 3 sequentially pass through the first through hole 4, second through-hole
5, first screw rod 3 is located at the both ends of first plate body 1, first screw rod 3 is located at the both ends of second plate body 2
It is fixed to be mounted on nut 6, the first through hole 4, second through-hole 5, first screw rod 3, the nut 6 are vertical
Interval pre-determined distance is provided with multiple in face, and first plate body 1 is provided with vertical side on the side of second plate body 2
To the first groove 14, be provided with second groove 15 corresponding with first groove 14 on second plate body 2, it is described
The both ends of baffle 16 are installed on first groove 14, in second groove 15 respectively, first groove 14, described second
Groove 15, the baffle 16 are spaced pre-determined distance and are provided with another group, and each baffle 16 is arranged at each first spiral shell
Between bar 3.
Working principle: in the case where completing collar tie beam after building wall, the novel gird template is placed on wall under collar tie beam
Top, the both ends of baffle 16 clamp the first groove 14, in the second groove 15 respectively, by described by the first plate body 1 and described second
Plate body 2 connects, and the nut 6 with the first screw rod 3 by being threadedly engaged, by the first plate body 1, the second plate body 2, the first spiral shell
Bar 3 connects into a unitary mould, and the distance between first plate body 1 and second plate body 2 are exactly the thickness of collar tie beam, and two
The distance between a described baffle 16 is exactly the length of collar tie beam, behind the position for adjusting template, pours coagulation from the upper end of template
Soil after waiting concrete settings, disassembles nut, screw rod, then takes down the first plate body, the second plate body and baffle, just completes collar tie beam
Construction.Since entire ring beam template can be good with prefabrication and assembly construction, when needing collar tie beam to construct, template is installed, it can be rapidly
Concreting, and fast quick-detach mold are carried out, this improves the construction efficiency of collar tie beam.
For the ease of the carrying of template, preferred technical solution is 1 lateral surface of the first plate body and second plate body
2 lateral surfaces are respectively arranged with hangers 7, and lifting equipment is easy to use to carry out the carrying of template.
In order to enable template fixation is more firm, prevent template when casting concrete from moving, preferred technical solution
Being further includes fixed device as illustrated in figures 4-5, and the fixed device includes two L-type plates, 8, two the second screw rods 9, an institute
The one end for stating the level board of L-type plate 8 is fixedly connected with the lateral wall of first plate body 1, another described 8 level board of L-type plate
One end be fixedly connected with the lateral wall of second plate body 2, one end of the vertical plate of two L-type plates 8 extends downwardly,
Threaded hole 10, second screw rod 9 difference of two horizontal directions are provided through on the vertical plate of two L-type plates 8
It is mounted in each threaded hole 10.The vertical plate of the L-type plate 8 is mounted on 13 top of wall under collar tie beam, rotates two respectively
A second screw rod 9, by being threadedly engaged for the second screw rod 9 and threaded hole 10, so that the second screw rod 9 moves inward until touching
The wall of wall 13 under collar tie beam is quickly fixed template by the extruding of two the second screw rods 9, to carry out the mixed of collar tie beam
Solidifying soil pours.
For the ease of rotating the second screw rod, preferred technical solution is that second screw rod 9 is arranged close to the one end in outside
There is turntable 11, the turntable 11 is fixedly connected with second screw rod 9, then needs fixed or when dismantling template, is facilitated and is turned with hand
Turn disk.
The second screw rod damages wall, preferred technical solution is second screw rod 9 in fixed form in order to prevent
The pressing plate 12 of vertical direction is provided with close to one end of inside, the pressing plate 12 is fixedly connected with second screw rod 9.Pressing plate 12
It is big with 13 metope contact area of wall under collar tie beam, then when fixed form, pressing plate 12 will not damage wall when compressing.
Claims (5)
1. a kind of novel gird template, it is characterised in that: including the first plate body (1), the second plate body (2), the first screw rod (3), spiral shell
Female (6), baffle (16), the vertical direction setting of first plate body (1), second plate body (2), and it is spaced pre-determined distance simultaneously
And be arranged face-to-face, it is provided through first through hole (4) on first plate body (1), second plate body (2) is provided through
Corresponding to second through-hole (5) of the first through hole (4) position, first screw rod (3) sequentially passes through the first through hole
(4), second through-hole (5), first screw rod (3) are located at the both ends of first plate body (1), first screw rod (3)
Positioned at the both ends of second plate body (2) be mounted on nut (6) it is fixed, the first through hole (4), second through-hole (5),
First screw rod (3), the nut (6) are spaced pre-determined distance in vertical plane and are provided with multiple, first plate body (1)
It is provided with the first groove (14) of vertical direction on the side of second plate body (2), is arranged on second plate body (2)
There is the second groove (15) corresponding with the first groove (14), the both ends of the baffle (16) are installed on described first respectively
In groove (14), second groove (15), first groove (14), second groove (15), the baffle (16) are equal
Interval pre-determined distance is provided with another group, and each baffle (16) is arranged between each first screw rod (3).
2. a kind of novel gird template according to claim 1, it is characterised in that: the first plate body (1) lateral surface and
Second plate body (2) lateral surface is respectively arranged with hangers (7).
3. a kind of novel gird template according to claim 1, it is characterised in that: further include fixed device, the fixation
Device includes two L-type plates (8), two the second screw rods (9), one end and described first of the level board of a L-type plate (8)
The lateral wall of plate body (1) is fixedly connected, one end of another L-type plate (8) level board and the outside of second plate body (2)
Wall is fixedly connected, and one end of the vertical plate of two L-type plates (8) extends downwardly, the vertical plate of two L-type plates (8)
On be provided through threaded hole (10), second screw rod (9) of two horizontal directions is separately mounted to each threaded hole
(10) in.
4. a kind of novel gird template according to claim 3, it is characterised in that: second screw rod (9) is close to outside
One end be provided with turntable (11), the turntable (11) is fixedly connected with second screw rod (9).
5. a kind of novel gird template according to claim 3, it is characterised in that: second screw rod (9) is close to inside
One end be provided with the pressing plate (12) of vertical direction, the pressing plate (12) is fixedly connected with second screw rod (9).
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201820660035.1U CN208202555U (en) | 2018-05-04 | 2018-05-04 | Novel gird template |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201820660035.1U CN208202555U (en) | 2018-05-04 | 2018-05-04 | Novel gird template |
Publications (1)
Publication Number | Publication Date |
---|---|
CN208202555U true CN208202555U (en) | 2018-12-07 |
Family
ID=64519615
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
CN201820660035.1U Expired - Fee Related CN208202555U (en) | 2018-05-04 | 2018-05-04 | Novel gird template |
Country Status (1)
Country | Link |
---|---|
CN (1) | CN208202555U (en) |
-
2018
- 2018-05-04 CN CN201820660035.1U patent/CN208202555U/en not_active Expired - Fee Related
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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: 20181207 Termination date: 20190504 |
|
CF01 | Termination of patent right due to non-payment of annual fee |