CN207647177U - A kind of concrete component Template Location frame - Google Patents
A kind of concrete component Template Location frame Download PDFInfo
- Publication number
- CN207647177U CN207647177U CN201721797330.3U CN201721797330U CN207647177U CN 207647177 U CN207647177 U CN 207647177U CN 201721797330 U CN201721797330 U CN 201721797330U CN 207647177 U CN207647177 U CN 207647177U
- Authority
- CN
- China
- Prior art keywords
- threaded rod
- thread bar
- flat
- limit point
- screw thread
- 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
A kind of concrete component Template Location frame, the rectangular frame structure being made of the threaded rod with limit point and abnormal screw thread bar, the two vertical flat threaded rods being mutually parallel being mutually parallel;The threaded rod with limit point is round thread bar, and one side is close to end with limit flange collar;The abnormal screw thread bar is to scabble the upper bottom surface in round thread bar stage casing and open up the hollow flat threaded rod of longitudinal hole in stage casing;The flat threaded rod is to scabble two opposite faces of round thread bar;The top of two flat threaded rods is hung on by the through-hole opened up on the threaded rod with limit point, and lower part is inserted into the stage casing through-hole of abnormal screw thread bar, wherein the top of outside flat threaded rod is located on the outside of limit convex circle;On the threaded rod with limit point two pieces of short clamp bars of rectangle are set between two flat threaded rods.The utility model can simplify form work engineering, reduce cost, and concrete component total quality can be improved.
Description
Technical field
The utility model is related to a kind of concrete component position apparatus for form technical fields.
Background technology
The concrete component generally used in building is mixed in a certain ratio by cement, sandstone material and water as having
Liquid-plastic state, and by template be fixed to need geometry size and after hydrated cementitious formed have people need intensity
Concrete material primary structure member.Template is the necessary requirement for ensureing to be formed required geometry and size.Due to concrete dense
Degree is big, and template bears huge lateral pressure and normal pressure, keeps stablizing and concreting being prevented to be molded for template geometric dimension
Template deformation in journey is a major tasks of concrete works.In order to effectively prevent template in concreting forming process
Middle deformation, other than by template proof strength and rigidity is designed and produced, also to adopt various measures prevents template from being applied in concrete
Displacement is deformed during work.Prior art generally use increases significantly template thickness and longitudinal and transverse back beam, and boxing out in concrete makes
Not only of high cost with to wearing pull rod fixed form relative position, positioning is inaccurate, and effect is bad, and concrete box out after make section
Product reduces, and influences stress.
Invention content
The purpose of this utility model is to solve the problems, such as of the existing technology and defect, provides a kind of saving concrete blinding
Material can simplify form work engineering, reduce cost, and the concrete component Template Location of concrete component total quality can be improved
Frame.
The technical solution that the utility model is taken is as follows:
A kind of concrete component Template Location frame, the locating rack are the threaded rods with limit point by being mutually parallel and different
The rectangular frame structure that shape threaded rod, vertical with the threaded rod with limit point two flat threaded rods being mutually parallel are constituted;
The threaded rod with limit point is round thread bar, which leans on close end with limit flange collar on one side;It is described
Abnormal screw thread bar is process using round thread bar, and the upper bottom surface in round thread bar stage casing is scabbled and is opened up in stage casing vertical
To the hollow flat threaded rod of through-hole;The flat threaded rod is to scabble two opposite faces of round thread bar;Two
The top of flat threaded rod is hung on by the through-hole opened up on the threaded rod with limit point, and lower part is inserted into abnormal screw thread bar
In Duan Tongkong, wherein the top of outside flat threaded rod is located on the outside of limit convex circle;It is located at two on the threaded rod with limit point
Two pieces of short clamp bars of rectangle are set between root flat threaded rod;It is located at the short clamp bar of every piece of rectangle two on the threaded rod with limit point
Side is fitted with stop nut, and the outside of flat threaded rod and the both sides of other side flat threaded rod are also fitted with limit on the outside
Nut;On abnormal screw thread bar stop nut is also fitted with positioned at the outside of both sides flat threaded rod or both sides;In flat screw thread
Bar lower part, which is located on the outside of abnormal screw thread bar, is fitted with cushion cover and location nut.
Threaded rod described in the utility model with limit point, being made on one end extension of infinite place flange collar has band
The groove of graduated scale.It is carved with graduated scale on the bottom side plan in abnormal screw thread bar stage casing.The outside flat spiral shell for the limit flange collar that reclines
Rasp bar is welded to form integral structure with the threaded rod with limit point.
The concrete component Template Location frame reasonable design of the utility model, stabilized structure is reliable, accurate positioning, Bu Huibian
Shape, easy to use, low manufacture cost save mould material.Using the utility model, it is ensured that the plane and relative position of template
It is indeformable in concrete casting forming process, it improves concrete engineering quality and ensures concrete geometric dimension, meet engineering
Project quality and performance requirement.
Description of the drawings
Fig. 1 is that concrete component Template Location frame uses scheme of installation;
Fig. 2 a, Fig. 2 b, Fig. 2 c are respectively the front view of flat threaded rod, Left elevation and bottom view;
Fig. 3 is the structural schematic diagram of the threaded rod with limit point;
Fig. 4 a, Fig. 4 b, Fig. 4 c are respectively the front view, vertical view and M-M sectional views of abnormal screw thread bar.
Specific implementation mode
Concrete component Template Location frame as shown in Figure 1 is the threaded rod 4 and abnormity with limit point by being mutually parallel
The rectangular frame structure that threaded rod 5, vertical with the threaded rod with limit point two flat threaded rods 2 being mutually parallel are constituted.
As shown in figure 3, the threaded rod 4 with limit point be round thread bar, can be solid round rod it is hollow or it is solid with it is hollow
Alternate round bar leans on close end with limit flange collar 4a on one side in the round thread bar, and limit flange collar shape can be round
Or rectangle.As shown in Fig. 4 a, Fig. 4 b, Fig. 4 c, the abnormal screw thread bar 5 is process using round thread bar, by round thread
The upper bottom surface in bar stage casing scabbles and opens up the hollow flat threaded rod of longitudinal hole 5a in stage casing, this rod piece both ends is real
The heart, Intermediate Gray through-hole, so that flat threaded rod 2 passes through.As shown in Fig. 2 a, Fig. 2 b, Fig. 2 c, the flat threaded rod 2 is will to justify
Two opposite faces of shape threaded rod are scabbled, and the top of two flat threaded rods 2 is machined with the through-hole of two the face of scabbling of perforation
2a is hung on by through-hole on the threaded rod 4 with limit point, wherein the top of outside flat threaded rod 2 is located at limit convex circle 4a
Outside.The lower part of two flat threaded rods is inserted into the stage casing through-hole 5a of abnormal screw thread bar 5.On the threaded rod 4 with limit point
The short clamp bar of two pieces of rectangles 3 is set between two flat threaded rods 2;It is located at every piece of square on the threaded rod 4 with limit point
The short clamp bar both sides of shape are fitted with stop nut 1, on the outside the two of the outside of flat threaded rod 2 and other side flat threaded rod 2
Side is also fitted with stop nut 1;On abnormal screw thread bar 5 positioned at both sides flat threaded rod 2 outside or both sides be also equipped with it is limited
Position nut 1;It is located at 5 outside of abnormal screw thread bar in 2 lower part of flat threaded rod and is fitted with cushion cover 6 and location nut 7, cushion cover 6 is set
It is in order to avoid the stop nut 1 on abnormal screw thread bar 5, in order to avoid location nut 7 and stop nut 1 interfere.This practicality is new
The threaded rod 4 with limit point described in type has extension in the other end lengthening of infinite place flange collar, and being made on extension has
The groove 4b of ruler with a scale controls beam interface horizontal size to facilitate in work progress.Bottom side in 5 stage casing of abnormal screw thread bar is flat
It is carved with graduated scale 5b on face, is used for positional readings.Abnormal screw thread bar 5 can also be connect with the falsework of construction site simultaneously,
To facilitate the plan-position of determining template.The outside flat threaded rod 2 of the limit flange collar that reclines 4a can be with the screw thread with limit point
Bar 4 welds, and is fabricated to integral structure.The utility model may be used common iron or fining twisted steel or high strength alumin ium alloy and
Other material making for meeting intensity, rigidity requirement.
As shown in Figure 1, when the utility model is used, by symmetrically arranged two flat threaded rods 2 and two pieces of short folders of rectangle
Item 3 is adjusted to required position, is coordinated two-by-two respectively, and two cheek boards 8 are clamped, and is screwed stop nut 1 and clamped template 8.Band limit
Seven location nuts 1 on the threaded rod 4 in site can be by two pieces of rectangles, 3, two 2 stationary positioneds of flat threaded rod of short clamp bar.It will
Abnormal screw thread bar 5 is moved to required position, withstands bottom edge template upwards, adjusts cushion cover 6, screws location nut 7, prevent special-shaped spiral shell
5 stress of rasp bar glides.It is achieved in the accurate positionin of template 8 in three directions, template relative position is kept to immobilize.
Claims (4)
1. a kind of concrete component Template Location frame, which is characterized in that the locating rack is by being mutually parallel with limit point
Threaded rod (4) and abnormal screw thread bar (5) and two perpendicular flat threaded rods being mutually parallel of the threaded rod with limit point
(2) rectangular frame structure constituted;The threaded rod (4) with limit point is round thread bar, one side of the round thread bar
By close end with limit flange collar (4a);The abnormal screw thread bar (5) is process using round thread bar, by round thread bar
The upper bottom surface in stage casing scabbles and opens up the hollow flat threaded rod of longitudinal hole in stage casing;The flat threaded rod (2) be by
It scabbles in two opposite faces of round thread bar;The top of two flat threaded rods (2) passes through through-hole (2a) impaling for opening up
On the threaded rod (4) with limit point, lower part is inserted into the stage casing through-hole (5a) of abnormal screw thread bar (5), wherein outside flat spiral shell
The top of rasp bar (2) is located on the outside of limit convex circle (4a);It is located at two flat threaded rods on the threaded rod (4) with limit point
(2) two pieces of short clamp bars of rectangle (3) are set between;It is located at the short clamp bar both sides of every piece of rectangle on the threaded rod (4) with limit point
It is fitted with stop nut (1), the outside of flat threaded rod (2) and the both sides of other side flat threaded rod are also fitted on the outside
Stop nut (1);On abnormal screw thread bar (5) limit spiral shell is also fitted with positioned at the outside of both sides flat threaded rod (2) or both sides
Female (1);It is located on the outside of abnormal screw thread bar (5) in flat threaded rod (2) lower part and is fitted with cushion cover (6) and location nut (7).
2. a kind of concrete component Template Location frame according to claim 1, which is characterized in that described carries limit point
Threaded rod (4), being made on one end extension of infinite place flange collar has the groove (4b) of ruler with a scale.
3. a kind of concrete component Template Location frame according to claim 1, which is characterized in that in abnormal screw thread bar (5)
Graduated scale (5b) is carved on the bottom side plan in stage casing.
4. a kind of concrete component Template Location frame according to claim 1 or 2 or 3, which is characterized in that recline limit convex
The outside flat threaded rod (2) and the threaded rod (4) with limit point for enclosing (4a) are welded to form integral structure.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201721797330.3U CN207647177U (en) | 2017-12-21 | 2017-12-21 | A kind of concrete component Template Location frame |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201721797330.3U CN207647177U (en) | 2017-12-21 | 2017-12-21 | A kind of concrete component Template Location frame |
Publications (1)
Publication Number | Publication Date |
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CN207647177U true CN207647177U (en) | 2018-07-24 |
Family
ID=62877948
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
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CN201721797330.3U Expired - Fee Related CN207647177U (en) | 2017-12-21 | 2017-12-21 | A kind of concrete component Template Location frame |
Country Status (1)
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CN (1) | CN207647177U (en) |
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN108104467A (en) * | 2017-12-21 | 2018-06-01 | 云南省建设投资控股集团有限公司 | A kind of concrete component Template Location frame |
-
2017
- 2017-12-21 CN CN201721797330.3U patent/CN207647177U/en not_active Expired - Fee Related
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN108104467A (en) * | 2017-12-21 | 2018-06-01 | 云南省建设投资控股集团有限公司 | A kind of concrete component Template Location frame |
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Legal Events
Date | Code | Title | Description |
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GR01 | Patent grant | ||
GR01 | Patent grant | ||
CF01 | Termination of patent right due to non-payment of annual fee | ||
CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20180724 Termination date: 20201221 |