CN110080523A - A kind of civil engineering concrete cast-in-situ side template die drawing tool - Google Patents
A kind of civil engineering concrete cast-in-situ side template die drawing tool Download PDFInfo
- Publication number
- CN110080523A CN110080523A CN201910488187.7A CN201910488187A CN110080523A CN 110080523 A CN110080523 A CN 110080523A CN 201910488187 A CN201910488187 A CN 201910488187A CN 110080523 A CN110080523 A CN 110080523A
- Authority
- CN
- China
- Prior art keywords
- ball cup
- side template
- stretch rod
- holes
- annular groove
- 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
- 238000011065 in-situ storage Methods 0.000 title claims abstract description 16
- 230000000694 effects Effects 0.000 claims abstract description 9
- 239000007787 solid Substances 0.000 claims 1
- 238000009416 shuttering Methods 0.000 abstract description 5
- 230000000630 rising effect Effects 0.000 abstract description 2
- 238000010586 diagram Methods 0.000 description 3
- 229910000831 Steel Inorganic materials 0.000 description 1
- 238000005266 casting Methods 0.000 description 1
- 238000010276 construction Methods 0.000 description 1
- 238000009434 installation Methods 0.000 description 1
- 238000000034 method Methods 0.000 description 1
- 239000010959 steel Substances 0.000 description 1
- 230000009466 transformation Effects 0.000 description 1
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 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
- E04G17/06—Tying means; Spacers ; Devices for extracting or inserting wall ties
-
- 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
- E04G17/065—Tying means, the tensional elements of which are threaded to enable their fastening or tensioning
- E04G17/0651—One-piece elements
- E04G17/0652—One-piece elements fully recoverable
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Mechanical Engineering (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Revetment (AREA)
- Pivots And Pivotal Connections (AREA)
Abstract
The present invention discloses a kind of civil engineering concrete cast-in-situ side template die drawing tool, including fixing head, stretch rod and spacing head, one end of stretch rod are threaded through in fixing head, and the other end of stretch rod is equipped with spacing head；Fixing head includes pressure-bearing ball and ball cup, and ball cup is equipped with bulb chamber, and ball cup, which is equipped with, stretches opening, stretch opening by bulb chamber and it is external connect, pressure-bearing ball is located at that bulb is intracavitary, and any end of stretch rod protrudes into stretching opening and is fixedly connected with pressure-bearing ball.Using one kind of the invention, fixing head is fixed spike-tooth using it and is fixed on horizontal shuttering, stretch rod can rotate adjustment and horizontal as far as possible across side template in fixing head, keep stretch rod vertical with side template, positioning checkpoint is fixed on to the outer wall of side template by location nut, it prevents side template from rising mould and situations such as falling off, ensure that the fixed effect of side template.
Description
Technical field
The present invention relates to a kind of die drawing devices for being able to rotate adjustment, and in particular to a kind of civil engineering concrete cast-in-situ side form
Plate die drawing tool.
Background technique
During casting concrete, usually at the construction field (site) according to the planform of design requirement, size and sky
Between position on-site assembly template, form removal after concrete reaches strength of mould stripping.The multi-purpose orientation template of live detachable template
And tool bracing, and especially when side template is fixed, fixed form is arranged generally by the outside of side template
Scaffold is fixed, and steel pipe diagonal brace is arranged or is fixed using modes such as die drawing tools, and traditional die drawing tool,
Its fixing head is fixedly connected with stretch rod, and fixing head is when fixed with horizontal shuttering, towards the behaviour according to installer
Have differences, be not able to maintain after being connect so as to cause stretch rod with fixing head with side panel it is vertical, to influence to side template
Fixed effect, situations such as side template is easy to happen loosening, influence pours effect.
Summary of the invention
The present invention provides a kind of die drawing tool that rotation adjustment can be carried out to stretch rod, simple with structure, uses peace
Full advantage.
Technical solution is as follows:
A kind of civil engineering concrete cast-in-situ side template die drawing tool, key are: including fixing head, stretch rod and limit
Potential head, one end of the stretch rod are threaded through in the fixing head, and the other end of the stretch rod is equipped with spacing head；
The fixing head includes pressure-bearing ball and ball cup, and the ball cup is equipped with bulb chamber, and the ball cup is equipped with
Opening is stretched, stretchings opening is by the bulb chamber and external connection, and it is intracavitary that the pressure-bearing ball is located at the bulb, the drawing
Any end of boom protrudes into the stretching and is open and is fixedly connected with the pressure-bearing ball.
Taking the remarkable result of above technical scheme is: by the way that the fixing head is fixed on horizontal shuttering, stretch rod
It is fixed across side template and by the spacing head, stretch rod can rotate adjustment in fixing head, guarantee stretch rod water as far as possible
Flat passes through the side template, and the outer wall that the spacing head is located at the side template holds the side template, guarantees the side
The fixed effect of template.
The ball cup includes two ball cup ontologies, and it is recessed to be respectively equipped with a hemispherical on two ball cup ontologies
Slot, the hemispherical groove of two ball cup ontologies fasten to form the bulb chamber；
It is respectively equipped with stretching opening on two ball cup ontologies, the hemispherical groove and the corresponding drawing
Mouth is stretched out to connect and run through the ball cup ontology.
The stretching opening is round table-like through-hole, and the osculum end for stretching opening and the hemispherical groove are connected,
The big opening end for stretching opening and external connection.
The hole heart line for stretching opening is overlapped with the center line of the hemispherical groove.
Through there is fixation hole on the pressure-bearing ball, the stretch rod fixation is threaded through in the fixation hole.
In a rectangular parallelepiped shape, two ball cup ontologies are vertically arranged, two ball cups for the ball cup ontology
The side of ontology, which is bonded to each other, constitutes the ball cup, and the upper surface of the ball cup is equipped with a upper annular groove, it is described on
Annular groove is located at the upper surface of two ball cup ontologies, and it is recessed that the lower surface of the ball cup is equipped with annular under one
Slot, the lower annular groove are located at the lower surface of two ball cup ontologies；
Matched upper connection ring is embedded in the upper annular groove, be embedded in the lower annular groove and its
The lower connection ring to match.
No.1 through-hole there are four vertically setting on the ball cup, the upper end of the No.1 through-hole connects with the upper annular groove
Logical, the lower end of the No.1 through-hole and the lower annular groove are connected；
No. two through-holes there are four setting in the upper connection ring, four No. two through-holes and four No.1 through-holes are one by one
It corresponds to and connects；
Through there are four No. three through-holes, four No. three through-holes and four No.1 through-holes one in the lower connection ring
One corresponds to and connects.
The upper annular groove and the lower annular groove are square ring, the upper end difference of four No.1 through-holes
Positioned at corresponding described four corners of upper annular groove, the lower end of four No.1 through-holes be located at it is corresponding it is described under
Four corners of annular groove.
Four fixed spike-tooths are additionally provided in the fixing head, four fixed spike-tooths wear four one number services respectively
In hole, the fixed spike-tooth is sequentially passed through in corresponding No. two through-holes, the No.1 through-hole and No. three through-holes, described
Fixed spike-tooth lower end is stretched out from the fixing head.
The spacing head includes positioning checkpoint, location nut and washer, and running through on the positioning checkpoint has location hole, described
Stretch rod activity is threaded through in the location hole, and the stretch rod outer wall is equipped with screw thread, and the washer is set in the stretching
On bar, the location nut is threadably mounted on the stretch rod, and the positioning checkpoint is located at the ball cup and the washer
Between, the washer is between the positioning checkpoint and the location nut.
It is fixed on horizontal shuttering the utility model has the advantages that fixing head fixes spike-tooth using it, stretch rod can rotate in fixing head
It adjusts and horizontal as far as possible across side template, keeps stretch rod vertical with side template, be fixed on positioning checkpoint by location nut
The outer wall of side template prevents side template from rising mould and situations such as falling off, ensure that the fixed effect of side template.
Detailed description of the invention
Fig. 1 is the structural diagram of the present invention；
Fig. 2 is the top view of Fig. 1；
Fig. 3 is 2 installation relation schematic diagram of fixing head and stretch rod；
Fig. 4 is the A-A cross-sectional view of Fig. 3；
Fig. 5 is the top view of Fig. 3；
Fig. 6 is the B-B cross-sectional view of Fig. 5；
Fig. 7 is that the present invention installs and use schematic diagram.
Specific embodiment
Below with reference to embodiment and attached drawing, the invention will be further described.
As shown in Fig. 1 to Fig. 7, a kind of civil engineering concrete cast-in-situ side template die drawing tool, including stretch rod 2, limit
First 3, pressure-bearing ball 5, ball cup ontology 4, fixed spike-tooth 8, positioning checkpoint 10, location nut 11, washer 12, upper connection ring 14 and under
Connection ring 17, in which:
One end of the stretch rod 2 is threaded through in the fixing head, and the other end of the stretch rod 2 is equipped with spacing head 3；
The fixing head includes pressure-bearing ball 5 and ball cup, and the ball cup is equipped with bulb chamber, and the ball cup is equipped with
Opening is stretched, for stretchings opening by the bulb chamber and external connection, it is intracavitary that the pressure-bearing ball 5 is located at the bulb, described
Any end of stretch rod 2 protrudes into the stretching and is open and is fixedly connected with the pressure-bearing ball 5.
It is specific:
The ball cup includes two ball cup ontologies 4, is respectively equipped with a hemispherical on two ball cup ontologies 4
Groove, the hemispherical groove of two ball cup ontologies 4 fasten to form the bulb chamber；
Be respectively equipped with stretching opening on two ball cup ontologies 4, the hemispherical groove with it is corresponding described
Opening is stretched to connect and run through the ball cup ontology 4.
The stretching opening is round table-like through-hole, and the osculum end for stretching opening and the hemispherical groove are connected,
The big opening end for stretching opening and external connection.
The hole heart line for stretching opening is overlapped with the center line of the hemispherical groove.
Through there is fixation hole on the pressure-bearing ball 5, the fixation of stretch rod 2 is threaded through in the fixation hole.
In a rectangular parallelepiped shape, two ball cup ontologies 4 are vertically arranged, two bulbs for the ball cup ontology 4
The side of seat ontology 4, which is bonded to each other, constitutes the ball cup, and the upper surface of the ball cup is equipped with a upper annular groove, described
Upper annular groove is located at the upper surface of two ball cup ontologies 4, and the lower surface of the ball cup is equipped with a lower ring
Connected in star, the lower annular groove are located at the lower surface of two ball cup ontologies 4；
Matched upper connection ring 14 is embedded in the upper annular groove, be embedded in the lower annular groove with
Its lower connection ring 17 to match.
No.1 through-hole there are four vertically setting on the ball cup, the upper end of the No.1 through-hole connects with the upper annular groove
Logical, the lower end of the No.1 through-hole and the lower annular groove are connected；
No. two through-holes, four No. two through-holes and four No.1 through-holes one there are four being set in the upper connection ring 14
One corresponds to and connects；
Through there are four No. three through-holes, four No. three through-holes and four No.1 through-holes in the lower connection ring 17
It corresponds and connects.
The upper annular groove and the lower annular groove are square ring, the upper end difference of four No.1 through-holes
Positioned at corresponding described four corners of upper annular groove, the lower end of four No.1 through-holes be located at it is corresponding it is described under
Four corners of annular groove.
Four fixed spike-tooths 8 are additionally provided in the fixing head, four fixed spike-tooths 8 wear four No.1s respectively
In through-hole, the fixed spike-tooth 8 is sequentially passed through in corresponding No. two through-holes, the No.1 through-hole and No. three through-holes,
8 lower end of fixed spike-tooth is stretched out from the fixing head.
The spacing head 3 includes positioning checkpoint 10, location nut 11 and washer 12, runs through to have on the positioning checkpoint 10 and determine
Position hole, 2 activity of stretch rod are threaded through in the location hole, and 2 outer wall of stretch rod is equipped with screw thread, 12 sets of the washer
It is located on the stretch rod 2, the location nut 11 is threadably mounted on the stretch rod 2, and the positioning checkpoint 10 is located at institute
It states between ball cup and the washer 12, the washer 12 is between the positioning checkpoint 10 and the location nut 11.
In use, fixing head is fixed on horizontal shuttering, the stretch rod 2 is rotatably adjusted to vertical with side template
State, then stretch rod 2 is horizontally through the side template, then the positioning checkpoint is set gradually on the extension end of stretch rod 2
10, the positioning checkpoint 10 is fixed on the side using the location nut 11 by the washer 12 and the location nut 11
On the outer wall of template, guarantee the fixed effect of the side template.
Finally, it should be noted that foregoing description is only the preferred embodiment of the present invention, the ordinary skill people of this field
Member under the inspiration of the present invention, without prejudice to the purpose of the present invention and the claims, can make multiple similar tables
Show, such transformation is fallen within the scope of protection of the present invention.
Claims (10)
1. a kind of civil engineering concrete cast-in-situ side template die drawing tool, it is characterised in that: including fixing head, stretch rod (2) and
One end of spacing head (3), the stretch rod (2) is threaded through in the fixing head, and the other end of the stretch rod (2) is equipped with limit
Head (3)；
The fixing head includes pressure-bearing ball (5) and ball cup, and the ball cup is equipped with bulb chamber, and the ball cup, which is equipped with, to be drawn
Stretch out mouth, the stretching opening by the bulb chamber and it is external connect, it is intracavitary that the pressure-bearing ball (5) is located at the bulb, described
Any end of stretch rod (2) protrudes into the stretching and is open and is fixedly connected with the pressure-bearing ball (5).
2. a kind of civil engineering concrete cast-in-situ side template die drawing tool according to claim 1, it is characterised in that: described
Ball cup includes two ball cup ontologies (4), is respectively equipped with a hemispherical groove on two ball cup ontologies (4), and two
The hemispherical groove of a ball cup ontology (4) fastens to form the bulb chamber；
It is respectively equipped with stretching opening on two ball cup ontologies (4), the hemispherical groove and the corresponding drawing
Mouth is stretched out to connect and run through the ball cup ontology (4).
3. a kind of civil engineering concrete cast-in-situ side template die drawing tool according to claim 1, it is characterised in that: described
Stretching opening is round table-like through-hole, and the osculum end for stretching opening and the hemispherical groove are connected, the stretching opening
Big opening end and external connect.
4. a kind of civil engineering concrete cast-in-situ side template die drawing tool according to claim 3, it is characterised in that: described
The hole heart line for stretching opening is overlapped with the center line of the hemispherical groove.
5. a kind of civil engineering concrete cast-in-situ side template die drawing tool according to claim 1, it is characterised in that: described
Through there is fixation hole on pressure-bearing ball (5), stretch rod (2) fixation is threaded through in the fixation hole.
6. a kind of civil engineering concrete cast-in-situ side template die drawing tool according to claim 2, it is characterised in that: described
In a rectangular parallelepiped shape, two ball cup ontologies (4) are vertically arranged for ball cup ontology (4), two ball cup ontologies (4)
Side be bonded to each other and constitute the ball cup, the upper surface of the ball cup is equipped with a upper annular groove, the upper annular
Groove is located at the upper surface of two ball cup ontologies (4), and it is recessed that the lower surface of the ball cup is equipped with annular under one
Slot, the lower annular groove are located at the lower surface of two ball cup ontologies (4)；
Matched upper connection ring (14) is embedded in the upper annular groove, be embedded in the lower annular groove and its
The lower connection ring (17) to match.
7. a kind of civil engineering concrete cast-in-situ side template die drawing tool according to claim 6, it is characterised in that: described
It is vertically set on ball cup there are four No.1 through-hole, the upper end of the No.1 through-hole and the upper annular groove are connected, the No.1
The lower end of through-hole and the lower annular groove are connected；
No. two through-holes there are four setting on the upper connection ring (14), four No. two through-holes and four No.1 through-holes are one by one
It corresponds to and connects；
Through there are four No. three through-holes, four No. three through-holes and four No.1 through-holes one on the lower connection ring (17)
One corresponds to and connects.
8. a kind of civil engineering concrete cast-in-situ side template die drawing tool according to claim 7, it is characterised in that: described
Upper annular groove and the lower annular groove are square ring, and the upper end of four No.1 through-holes is located at corresponding institute
Four corners of annular groove are stated, the lower end of four No.1 through-holes is located at the corresponding lower annular groove four
Corner.
9. a kind of civil engineering concrete cast-in-situ side template die drawing tool according to claim 8, it is characterised in that: described
Four fixed spike-tooths (8) are additionally provided in fixing head, four fixed spike-tooths (8) are worn respectively in four No.1 through-holes,
The fixed spike-tooth (8) sequentially passes through in corresponding No. two through-holes, the No.1 through-hole and No. three through-holes, described solid
Determine spike-tooth (8) lower end to stretch out from the fixing head.
10. a kind of civil engineering concrete cast-in-situ side template die drawing tool according to claim 1, it is characterised in that: institute
Stating spacing head (3) includes positioning checkpoint (10), location nut (11) and washer (12), runs through to have on the positioning checkpoint (10) and determine
Position hole, stretch rod (2) activity are threaded through in the location hole, and stretch rod (2) outer wall is equipped with screw thread, the washer
(12) it is set on the stretch rod (2), the location nut (11) is threadably mounted on the stretch rod (2), the positioning
For clamp (10) between the ball cup and the washer (12), the washer (12) is located at the positioning checkpoint (10) and institute
It states between location nut (11).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201910488187.7A CN110080523B (en) | 2019-06-05 | 2019-06-05 | Cast-in-place side form drawing tool of civil engineering concrete |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201910488187.7A CN110080523B (en) | 2019-06-05 | 2019-06-05 | Cast-in-place side form drawing tool of civil engineering concrete |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN110080523A true CN110080523A (en) | 2019-08-02 |
| CN110080523B CN110080523B (en) | 2023-11-07 |
Family
ID=67423621
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201910488187.7A Active CN110080523B (en) | 2019-06-05 | 2019-06-05 | Cast-in-place side form drawing tool of civil engineering concrete |
Country Status (1)
| Country | Link |
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| CN (1) | CN110080523B (en) |
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| Publication number | Publication date |
|---|---|
| CN110080523B (en) | 2023-11-07 |
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