CN206562765U - For the alter-pouring strips mould plate and ahead of time branch stake tool of dismantling concrete framework template - Google Patents
For the alter-pouring strips mould plate and ahead of time branch stake tool of dismantling concrete framework template Download PDFInfo
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- CN206562765U CN206562765U CN201720210548.8U CN201720210548U CN206562765U CN 206562765 U CN206562765 U CN 206562765U CN 201720210548 U CN201720210548 U CN 201720210548U CN 206562765 U CN206562765 U CN 206562765U
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Abstract
It is a kind of to be used for alter-pouring strips mould plate and ahead of time the branch stake tool of dismantling concrete framework template, including triangular stud, base and supporting plate, triangular stud includes at least three pillars arranged in equilateral triangle, the stull above and lower section of at least two difference is connected between each two pillar, base is located at the lower end of pillar, supporting plate is located at the upper end of pillar, supporting plate is rectangle, two short sides of supporting plate or long side have the flanging turned on vertical, using triangular stud, if support that can be stable can concrete frame template；Top is provided with the supporting plate with flanging, can be put into the lumps of wood for supporting concrete frame template in the groove of flanging formation, more consolidate；The support system of the span centre of component or post-cast strip part is being poured with branch stake tool of the present utility model come supporting module with support tool support of the present utility model, can be substantially reduced cost, be shortened the duration, increases the benefit.
Description
Technical field
The utility model is related to the technical field of concrete frame construction, more particularly to a kind of to be used for alter-pouring strips mould plate and carry
The branch stake tool of early dismantling concrete framework template.
Background technology
In industrial, civilian concrete frame construction, formwork bracing system is set up with fastener type steel pipe scaffold
Full hall support frame；The dismounting of the full hall support frame of each layer of concrete frame is provided by specification, should all be met《Concrete structure work
Journey job specfication》Table 4.5.2 requirement in GB5066；Particularly element type be cantilever design when, or element type be beam,
Arch or shell, and component span, when being more than 8m, the intensity of concrete must be up to or over the 100% of design concrete strength grade value
Bed die can just be removed；And when element type is beam, arch or shell, and component span, when being not more than 8m, the intensity of concrete reaches
The 75% of design concrete strength grade value can just remove bed die；Show that concrete reaches according to concrete strength temperatur-timel curve
75% time was generally within 14 days；And reach that 100% time is more than 28 days, if the span of beam, plate can be reduced, with regard to energy
Enough do sth. in advance dismantling concrete beam, the template of plate and support；For example, the beams of concrete of 10 meters of span, if in concreting
Before, the span centre after a gusseted post, casting concrete due to beam is set up in the middle of the template for setting up beam individual support, beam
Span just changes into 5 meters, now can just do sth. in advance half the time by remaining full hall support frame and form removable, use next layer
In form work engineering, strive for that substantial amounts of scaffold and template do sth. in advance dismounting with a small amount of gusseted；All can per layer concrete framework
With substantial amounts of scaffolding pole, fastener and template, scaffolding pole, fastener and the template in current many building sites are all to rent, the time
Longer cost is higher；
In addition, have post-cast strip than larger concrete frame, and the concrete of post-cast strip can not be with this layer of framework together
Pour, be to be poured in the layer concrete after age reaches one month, teeming concrete could be carried out；If template weight at post-cast strip
Newly set up, take a lot of work, time-consuming, and the concrete of two-step pouring is difficult to accomplish tight joint close, it may appear that the mould that rises, run mould, running pulp phenomenon.
Utility model content
In order to solve the above-mentioned technical problem, the utility model, which provides one kind, is used for alter-pouring strips mould plate and ahead of time dismantling concrete
The branch stake tool of framework template.
The technical solution of the utility model is：It is a kind of to be used for alter-pouring strips mould plate and the ahead of time branch of dismantling concrete framework template
Stake tool, including triangular stud, base and supporting plate, the triangular stud include at least three in equilateral triangle arrangement
The stull above and lower section of at least two difference is connected between pillar, the pillar described in each two, the base is located at
The lower end of pillar, the supporting plate is located at the upper end of pillar, and the supporting plate is rectangle, two short sides of the supporting plate or long side
With the flanging turned on vertical.
It is preferred that, the base includes bottom plate and several bottom gussets, and the lower end of the pillar is located at plate upper surface
Center and vertical with bottom plate, the bottom gusset is evenly arranged and vertical with bottom plate and pillar respectively, and the pillar is located at support
The center of plate lower surface and vertical with supporting plate, the lower section of the supporting plate is uniform and vertical with pillar and supporting plate respectively provided with several
Top gusset, be respectively equipped with middle part gusset above and below the junction of the stull and pillar.
It is preferred that, the pillar and stull are seamless steel pipe.
It is preferred that, the diameter of the pillar is 48.3mm, and the diameter of the stull is between 20mm and 25mm.
It is preferred that, the height of the triangular stud is 2m, 3m or 4m.
It is preferred that, the triangular stud is multiple and connected two-by-two, is passed through between the adjacent triangular stud of each two
Joint is connected, and the joint is including the inserting column in both sides up and down and insertion column and positioned at middle dividing plate, the inserting column
Diameter be slightly less than the internal diameter of pillar.
It is preferred that, the base includes bottom plate, sleeve and several bottom gussets, and the lower end of the sleeve is located on bottom plate
The center on surface and vertical with bottom plate, the bottom gusset is evenly arranged and vertical with bottom plate and sleeve respectively, the sleeve
Internal diameter is slightly larger than in the diameter of pillar, the lower end insertion sleeve of the pillar.
It is preferred that, the height of the triangular stud is 2m, 3m or 4m.
It is preferred that, the triangular stud is multiple and connected two-by-two, is passed through between the adjacent triangular stud of each two
Joint is connected, and the joint is including the inserting column in both sides up and down and insertion column and positioned at middle dividing plate, the inserting column
Diameter be slightly less than the internal diameter of pillar.
It is preferred that, described is connected with leading screw adjustable column, the leading screw regulation above the triangular stud at top
Post includes supporting plate, leading screw and feed screw nut, and the supporting plate is located at the top of leading screw, and the feed screw nut and leading screw coordinate, described
The external diameter of leading screw is slightly less than the internal diameter of pillar, and the feed screw nut is located at the upper end of pillar, the lower end insertion pillar of the leading screw
Interior, the feed screw nut includes the screw at center and the rotation handle of both sides, the outside of the stretching pillar of the rotation handle.
The beneficial effects of the utility model are：
It is of the present utility model a kind of to be used for alter-pouring strips mould plate and the branch stake tool of dismantling concrete framework template ahead of time, use
Triangular stud, if support that can be stable can concrete frame template；Top is provided with the supporting plate with flanging, can will support coagulation
The lumps of wood of native framework template is put into the groove of flanging formation, is more consolidated；The height of triangular stud be 2m, 3m or 4m, can
Independent assortment, is connected with joint, adapts to different height；Be additionally provided with leading screw adjustable column, when triangular stud independent assortment not
When can meet construction height, it can be finely adjusted, it is easy to use；
The span centre of component is being poured with support tool support of the present utility model, the span of component will halve, so that just
Half the time can be done sth. in advance by remaining full hall support frame and form removable, cost is substantially reduced, shorten the duration, increase the benefit；
Concrete frame is in installation form, and the support system of post-cast strip part is propped up with branch stake tool of the present utility model
If template, when this layer of scaffold and form removable, post-cast strip part branch stake tool of the present utility model and template can be retained
Do not remove；After one month, by the clean casting concrete again of construction garbage-cleaning inside template, it is possible to ensure concrete frame
Post-cast strip part New-old concrete is tightly combined, not only attractive in appearance but also save two layers of expense for setting up template.
Brief description of the drawings
Fig. 1 is one of main structure diagram of the present utility model；
Fig. 2 is Fig. 1 overlooking the structure diagram；
Fig. 3 is to remove the view of supporting plate in Fig. 2；
Fig. 4 is the main structure diagram of triangular stud；
Fig. 5 is the overlooking the structure diagram of triangular stud；
Fig. 6 is the two of main structure diagram of the present utility model；
Fig. 7 is the main structure diagram of base；
Fig. 8 is the overlooking the structure diagram of base；
Fig. 9 is the three of main structure diagram of the present utility model；
Figure 10 is the main structure diagram of joint；
Figure 11 is the overlooking the structure diagram of joint；
Figure 12 is the four of main structure diagram of the present utility model；
Figure 13 is the five of main structure diagram of the present utility model；
Figure 14 is the six of main structure diagram of the present utility model；
Figure 15 is the main structure diagram of leading screw adjustable column；
Figure 16 is the overlooking the structure diagram of feed screw nut；
In figure：1. triangular stud, 2. bases, 3. supporting plates, 4. joints, 5. leading screws, 6. feed screw nuts, 101. pillars,
102. stull, 103. middle part gussets, 201. bottom plates, 202. bottom gussets, 203. bottom sleeves, 301. flangings, 302. top muscle
Plate, 401. dividing plates, 402. inserting columns, 601. rotation handles, 602. screws.
Embodiment
Embodiment of the present utility model is referring to Fig. 1-16：
Embodiment one, such as Fig. 1-5, it is a kind of to be used for alter-pouring strips mould plate and ahead of time the support work of dismantling concrete framework template
Tool, including triangular stud, base and supporting plate, the triangular stud include at least three branch arranged in equilateral triangle
The stull above and lower section of at least two difference is connected between post, the pillar described in each two, the base is located at branch
The lower end of post, the supporting plate is located at the upper end of pillar, and the supporting plate is rectangle, two short sides of the supporting plate or long side tool
There is the flanging turned on vertical；The base includes bottom plate and several bottom gussets, and the lower end of the pillar is located at bottom plate upper table
The center in face and vertical with bottom plate, the bottom gusset is evenly arranged and vertical with bottom plate and pillar respectively, and the pillar is located at
The center of supporting plate lower surface and vertical with supporting plate, the lower section of the supporting plate is uniform and hung down respectively with pillar and supporting plate provided with several
Middle part gusset is respectively equipped with above and below the junction of straight top gusset, the stull and pillar；The pillar and horizontal stroke
Support is seamless steel pipe；It is preferred that, the diameter of the pillar is 48.3mm, and the diameter of the stull is between 20mm and 25mm；
The height of the triangular stud is 2m, 3m or 4m.
Embodiment two, such as Fig. 9, essentially identical with embodiment one, difference is, the triangular stud to be multiple and
Connect two-by-two, connected between the adjacent triangular stud of each two by joint, the joint includes being located at both sides up and down and inserted
Enter the inserting column in column and the dividing plate positioned at centre, the diameter of the inserting column is slightly less than the internal diameter of pillar.
Embodiment three, such as Fig. 6-8, essentially identical with embodiment one, difference is, the base includes bottom plate, set
Cylinder and several bottom gussets, the lower end of the sleeve are located at the center of plate upper surface and, the bottom muscle vertical with bottom plate
Plate is evenly arranged and vertical with bottom plate and sleeve respectively, and the internal diameter of the sleeve is slightly larger than under the diameter of pillar, the pillar
Hold in insertion sleeve；The height of the triangular stud is 2m, 3m or 4m.
Example IV, such as Figure 12, essentially identical with embodiment three, difference is, the triangular stud is multiple
And connect two-by-two, connected between the adjacent triangular stud of each two by joint, the joint include be located at up and down both sides and
The inserting column and the dividing plate positioned at centre inserted in column, the diameter of the inserting column is slightly less than the internal diameter of pillar.
Embodiment five, such as Figure 13,15 and 16, essentially identical with embodiment two, difference is, described is located at top
Triangular stud above be connected with leading screw adjustable column, the leading screw adjustable column includes supporting plate, leading screw and feed screw nut, described
Supporting plate is located at the top of leading screw, and the feed screw nut and leading screw coordinate, and the external diameter of the leading screw is slightly less than the internal diameter of pillar, described
Feed screw nut is located in the upper end of pillar, the lower end insertion pillar of the leading screw, the screw of the feed screw nut including center and
The rotation handle of both sides, the outside of the stretching pillar of the rotation handle.
Embodiment 6, such as Figure 14-16, essentially identical with example IV, difference is, described positioned at the three of top
Leading screw adjustable column is connected with above corniform upright column, the leading screw adjustable column includes supporting plate, leading screw and feed screw nut, the supporting plate
Positioned at the top of leading screw, the feed screw nut and leading screw coordinate, and the external diameter of the leading screw is slightly less than the internal diameter of pillar, the leading screw
Nut is located in the upper end of pillar, the lower end insertion pillar of the leading screw, and the feed screw nut includes screw and the both sides at center
Rotation handle, the rotation handle stretching pillar outside.
In use, support tool support of the present utility model is being poured into the span centre of component, and the branch of post-cast strip part
Base is put into smooth ground by support system with branch stake tool of the present utility model；According to different construction heights, by 2m, 3m
Or 4m triangular stud is put into base, the lumps of wood of support concrete frame template is put into the groove of the flanging of supporting plate formation；When
When construction height is higher, by 2m, 3m or 4m triangular stud independent assortment, the inserting column of both sides above and below joint is inserted into top
In the pillar of lower section, connected with joint, the construction height met the needs of；When construction height can not be combined with the column of triangle
Into when, using leading screw adjustable column, supporting plate is connected to the upper end of leading screw, and feed screw nut coordinates with leading screw, and feed screw nut is close to
In the top of the top pillar, the pillar of the lower end insertion top of leading screw, turn feed screw nut, the length that adjusting screw stretches out
Degree, so as to adapt to corresponding construction height.
Claims (10)
1. a kind of be used for alter-pouring strips mould plate and ahead of time the branch stake tool of dismantling concrete framework template, it is characterised in that including three
Corniform upright column, base and supporting plate, the triangular stud include at least three pillars arranged in equilateral triangle, each two institute
The stull above and lower section of at least two difference is connected between the pillar stated, the base is located at the lower end of pillar, institute
The upper end that supporting plate is located at pillar is stated, the supporting plate is rectangle, and two short sides of the supporting plate or long side have to be turned on vertical
Flanging.
2. according to claim 1 be used for alter-pouring strips mould plate and ahead of time the branch stake tool of dismantling concrete framework template, its
It is characterised by, the base includes bottom plate and several bottom gussets, the lower end of the pillar is located at the center of plate upper surface
And it is vertical with bottom plate, the bottom gusset is evenly arranged and vertical with bottom plate and pillar respectively, and the pillar is located at supporting plate following table
The center in face and vertical with supporting plate, the lower section of the supporting plate is provided with several uniform and tops vertical with supporting plate with pillar respectively
Middle part gusset is respectively equipped with above and below the junction of gusset, the stull and pillar.
3. according to claim 1 or 2 be used for alter-pouring strips mould plate and ahead of time the branch stake tool of dismantling concrete framework template,
Characterized in that, the pillar and stull are seamless steel pipe.
4. according to claim 3 be used for alter-pouring strips mould plate and ahead of time the branch stake tool of dismantling concrete framework template, its
It is characterised by, the diameter of the pillar is 48.3mm, and the diameter of the stull is between 20mm and 25mm.
5. it is used for alter-pouring strips mould plate and ahead of time the support work of dismantling concrete framework template according to claim 1,2 or 4
Tool, it is characterised in that the height of the triangular stud is 2m, 3m or 4m.
6. according to claim 5 be used for alter-pouring strips mould plate and ahead of time the branch stake tool of dismantling concrete framework template, its
It is characterised by, the triangular stud is multiple and connected two-by-two, is connected between the adjacent triangular stud of each two by joint
Connect, the joint includes being located at both sides up and down and the inserting column in insertion column and the dividing plate positioned at centre, the diameter of the inserting column
It is slightly less than the internal diameter of pillar.
7. it is used for alter-pouring strips mould plate and ahead of time the branch stake tool of dismantling concrete framework template according to claim 1 or 4,
Characterized in that, the base includes bottom plate, sleeve and several bottom gussets, the lower end of the sleeve is located at plate upper surface
Center and vertical with bottom plate, the bottom gusset is evenly arranged and vertical with bottom plate and sleeve respectively, the internal diameter of the sleeve
Slightly larger than the diameter of pillar, in the lower end insertion sleeve of the pillar.
8. according to claim 7 be used for alter-pouring strips mould plate and ahead of time the branch stake tool of dismantling concrete framework template, its
It is characterised by, the height of the triangular stud is 2m, 3m or 4m.
9. according to claim 8 be used for alter-pouring strips mould plate and ahead of time the branch stake tool of dismantling concrete framework template, its
It is characterised by, the triangular stud is multiple and connected two-by-two, is connected between the adjacent triangular stud of each two by joint
Connect, the joint includes being located at both sides up and down and the inserting column in insertion column and the dividing plate positioned at centre, the diameter of the inserting column
It is slightly less than the internal diameter of pillar.
10. it is used for alter-pouring strips mould plate and ahead of time the support work of dismantling concrete framework template according to claim 6 or 9
Tool, it is characterised in that described is connected with leading screw adjustable column, the leading screw adjustable column above the triangular stud at top
Including supporting plate, leading screw and feed screw nut, the supporting plate is located at the top of leading screw, and the feed screw nut and leading screw coordinate, the silk
The external diameter of thick stick is slightly less than the internal diameter of pillar, and the feed screw nut is located in the upper end of pillar, the lower end insertion pillar of the leading screw,
The feed screw nut includes the screw at center and the rotation handle of both sides, the outside of the stretching pillar of the rotation handle.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720210548.8U CN206562765U (en) | 2017-03-06 | 2017-03-06 | For the alter-pouring strips mould plate and ahead of time branch stake tool of dismantling concrete framework template |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720210548.8U CN206562765U (en) | 2017-03-06 | 2017-03-06 | For the alter-pouring strips mould plate and ahead of time branch stake tool of dismantling concrete framework template |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN206562765U true CN206562765U (en) | 2017-10-17 |
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201720210548.8U Expired - Fee Related CN206562765U (en) | 2017-03-06 | 2017-03-06 | For the alter-pouring strips mould plate and ahead of time branch stake tool of dismantling concrete framework template |
Country Status (1)
| Country | Link |
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| CN (1) | CN206562765U (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111535613A (en) * | 2020-05-28 | 2020-08-14 | 江苏中南建筑产业集团有限责任公司 | Freely combined lattice type supporting structure and construction process |
| CN111962862A (en) * | 2020-08-19 | 2020-11-20 | 苏州建鑫建设集团有限公司 | Structure for preventing base plate of laminated slab and post-cast strip from staggering and construction method |
| CN113250451A (en) * | 2021-04-19 | 2021-08-13 | 中建二局第三建筑工程有限公司 | Can have enough to meet need independent support frame in assembly triangle lattice formula post-cast strip |
-
2017
- 2017-03-06 CN CN201720210548.8U patent/CN206562765U/en not_active Expired - Fee Related
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111535613A (en) * | 2020-05-28 | 2020-08-14 | 江苏中南建筑产业集团有限责任公司 | Freely combined lattice type supporting structure and construction process |
| CN111962862A (en) * | 2020-08-19 | 2020-11-20 | 苏州建鑫建设集团有限公司 | Structure for preventing base plate of laminated slab and post-cast strip from staggering and construction method |
| CN111962862B (en) * | 2020-08-19 | 2021-12-17 | 苏州建鑫建设集团有限公司 | Structure for preventing base plate of laminated slab and post-cast strip from staggering and construction method |
| CN113250451A (en) * | 2021-04-19 | 2021-08-13 | 中建二局第三建筑工程有限公司 | Can have enough to meet need independent support frame in assembly triangle lattice formula post-cast strip |
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| 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 |
Granted publication date: 20171017 |
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| CF01 | Termination of patent right due to non-payment of annual fee |