CN109555312A - A kind of slab form fixation kit - Google Patents
A kind of slab form fixation kit Download PDFInfo
- Publication number
- CN109555312A CN109555312A CN201811601568.3A CN201811601568A CN109555312A CN 109555312 A CN109555312 A CN 109555312A CN 201811601568 A CN201811601568 A CN 201811601568A CN 109555312 A CN109555312 A CN 109555312A
- Authority
- CN
- China
- Prior art keywords
- slab form
- cover clamp
- fixation kit
- jacking plate
- cover
- 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
- 238000009415 formwork Methods 0.000 claims abstract description 24
- 238000006073 displacement reaction Methods 0.000 claims abstract description 9
- 210000004907 gland Anatomy 0.000 claims description 2
- XEEYBQQBJWHFJM-UHFFFAOYSA-N Iron Chemical compound [Fe] XEEYBQQBJWHFJM-UHFFFAOYSA-N 0.000 abstract description 18
- 229910052742 iron Inorganic materials 0.000 abstract description 9
- 238000000034 method Methods 0.000 abstract description 5
- 230000006641 stabilisation Effects 0.000 abstract description 3
- 238000011105 stabilization Methods 0.000 abstract description 3
- 238000010276 construction Methods 0.000 description 6
- 238000010586 diagram Methods 0.000 description 6
- 238000003780 insertion Methods 0.000 description 3
- 230000037431 insertion Effects 0.000 description 3
- 229910000831 Steel Inorganic materials 0.000 description 2
- 230000015572 biosynthetic process Effects 0.000 description 2
- 230000000694 effects Effects 0.000 description 2
- 230000005484 gravity Effects 0.000 description 2
- 239000010959 steel Substances 0.000 description 2
- 241000167854 Bourreria succulenta Species 0.000 description 1
- 239000011324 bead Substances 0.000 description 1
- 239000002131 composite material Substances 0.000 description 1
- 238000009434 installation Methods 0.000 description 1
- 230000014759 maintenance of location Effects 0.000 description 1
- 239000000463 material Substances 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 238000009416 shuttering Methods 0.000 description 1
- 230000007306 turnover Effects 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
- E04G11/00—Forms, shutterings, or falsework for making walls, floors, ceilings, or roofs
- E04G11/36—Forms, shutterings, or falsework for making walls, floors, ceilings, or roofs for floors, ceilings, or roofs of plane or curved surfaces end formpanels for floor shutterings
-
- 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
- E04G11/00—Forms, shutterings, or falsework for making walls, floors, ceilings, or roofs
- E04G11/36—Forms, shutterings, or falsework for making walls, floors, ceilings, or roofs for floors, ceilings, or roofs of plane or curved surfaces end formpanels for floor shutterings
- E04G11/48—Supporting structures for shutterings or frames for floors or roofs
-
- 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
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Mechanical Engineering (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)
Abstract
The present invention provides a kind of slab form fixation kit, for in early-dismantling formwork system, it include: the cover clamp being correspondingly arranged with the jacking plate in the early-dismantling formwork system, the cover clamp is covered in the stitching portion of the jacking plate and slab form to prevent the slab form to be subjected to displacement and warpage.Application method of the invention is, after early-dismantling formwork system is installed, the fixation kit of the slab form is covered and is fixed in the stitching portion of slab form and jacking plate.The present invention is fixed, therefore will not damage slab form using the fixed slab form of cover clamp without using iron nail, and further improve template utilizes number；In addition, the present invention passes through cover clamp to the pressure of slab form, so that the horizontal displacement for shoring screw rod end jacking plate is suffered restraints, be conducive to the stabilization of entire early-dismantling formwork system；On the other hand it can prevent slab form from warpage occurs.
Description
Technical field
The present invention relates to early-dismantling formwork system fields, and in particular to a kind of slab form fixation kit.
Background technique
Early-dismantling formwork system is to remove the achievable early stage poured for concrete, concrete steel building or structures
A kind of support device of slab form, using early-dismantling formwork system, as long as when concrete strength reaches the 50% of design strength i.e.
Dismountable slab form and part support, and column and jacking plate still keep holding state, later procedure can be made to do sth. in advance in this way
Construction, improves the turnover rate of template, plays the effect for speeding up the work and reducing template amortization charge.
A kind of early-dismantling formwork system and construction method are proposed in the earlier application of present inventor
(CN201811254748.9), in early removing system in practice of construction, slab form is typically all to be fixed using iron nail, i.e.,
Slab form is fixed on secondary beam with iron nail, not only template is had damage in this way, but also since sled iron nail is relatively time-consuming, mostly
Iron nail all directly stays in template, is easy to stab staff in this way, also will affect the carrying and use of template；And with steel
The appearance of side, plastic square and high strength composite shuttering is consequently increased using the fixed difficulty of iron nail.
Summary of the invention
In order to solve the above technical problems, the invention proposes a kind of slab form fixation kits, using cover clamp to building
Template die plate is fixed, and will not cause to damage to template, the access times of template can be improved.
In order to achieve the above objectives, technical scheme is as follows:
A kind of slab form fixation kit, in early-dismantling formwork system, comprising: in the early-dismantling formwork system
The cover clamp that jacking plate is correspondingly arranged, the cover clamp cover described to prevent in the stitching portion of the jacking plate and slab form
Slab form is subjected to displacement and warpage.
In one embodiment, the cover clamp is detachably connected with jacking plate.
Preferably, the cover clamp is detachably connected with jacking plate by bolt, buckle, internal thread nut or L-type hook.
In one embodiment, the cover clamp is fixed in the circumferential of jacking plate and forms integral structure, and the cover clamp
Lower surface is equipped with the edge for the slab form into form the gap covered to slab form.
Preferably, the cover clamp of the integral structure and jacking plate are by shoring screw rod in casing and early-dismantling formwork system
It is detachably connected.
In one embodiment, it is equipped between the cover clamp and slab form for keeping cover clamp and slab form seamless
The elastic cushion of contact.
Wherein, the cover clamp has the shape to match with jacking plate, and the cover clamp is ring structure.
In one embodiment, the fixation kit of the slab form further includes for filling up between each slab form
The cover panel in gap.
In one embodiment, the cover panel is T-type plate.
In one embodiment, the cover panel is located at the lower section of cover clamp.
In the present invention, using the fixed slab form of lid pressing plate, slab form passes through secondary beam, the girder in early-dismantling formwork system
Gravity is reached into jacking plate, gravity is transmitted to by jacking plate again shores screw rod, shores screw rod at this time by downward pressure, because of pressure
On the one hand cover board makes the horizontal displacement for shoring screw rod end jacking plate suffer restraints the pressure of slab form, be conducive to entire
The stabilization of early-dismantling formwork system；On the other hand it can prevent slab form from warpage occurs.
Compared with prior art, the present invention has the effect that
1, the present invention is fixed, therefore will not damage slab form using the fixed slab form of cover clamp without using iron nail, into
One step improves the utilization number of template；2, on the one hand the present invention makes to shore screw rod by cover clamp to the pressure of slab form
The horizontal displacement of end jacking plate suffers restraints, and is conducive to the stabilization of entire early-dismantling formwork system；On the other hand building can be prevented
Template die plate is subjected to displacement and warpage；3, the invention also includes cover panels, can fill up the gap between slab form, are conducive to mention
The Forming Quality of the floorslab concrete of high early stripping formwork system.
Detailed description of the invention
It to describe the technical solutions in the embodiments of the present invention more clearly, below will be to needed in the embodiment
Attached drawing is briefly described.
Fig. 1 is the top view of slab form fixation kit in the embodiment of the present invention；
Fig. 2 is the longitudinal sectional view of Fig. 1；
Fig. 3 is the connection schematic diagram one of cover clamp and jacking plate in the embodiment of the present invention；
Fig. 4 is the top view of Fig. 3；
Fig. 5 is the connection schematic diagram two of cover clamp and jacking plate in the embodiment of the present invention；
Fig. 6 is the structural schematic diagram buckled in Fig. 5；
Fig. 7 is the connection schematic diagram three of cover clamp and jacking plate in the embodiment of the present invention；
Fig. 8 is the connection schematic diagram four of cover clamp and jacking plate in the embodiment of the present invention；
Fig. 9 is the connection schematic diagram five of cover clamp and jacking plate in the embodiment of the present invention.
Specific embodiment
To make the object, technical solutions and advantages of the present invention clearer, below in conjunction with attached in the embodiment of the present invention
Figure, technical scheme in the embodiment of the invention is clearly and completely described, it is clear that described embodiment is the present invention
A part of the embodiment, instead of all the embodiments.Based on the embodiments of the present invention, those of ordinary skill in the art are not having
Every other embodiment obtained under the premise of creative work is made, shall fall within the protection scope of the present invention.It needs to illustrate
It is that the early-dismantling formwork system mentioned in the present embodiment description is disclosed in the earlier application of present inventor
(CN201811254748.9), therefore the present embodiment repeats no more the specific structure of early-dismantling formwork system.
In existing early-dismantling formwork system, slab form is substantially to be fixed by iron nail, can not only be made to template
Iron nail at damage, and in template is also easy to accidentally injure staff, and the present embodiment provides a kind of slab forms with admittedly thus
Determine component, as illustrated in fig. 1 and 2, comprising: the cover clamp 3 being correspondingly arranged with the jacking plate 2 in the early-dismantling formwork system, it is described
Cover clamp 3 is covered in the stitching portion of the jacking plate 2 and slab form 1 to prevent the slab form 1 to be subjected to displacement and warpage.
The cover clamp 3 has the shape to match with jacking plate 2, and in order to save material, the cover clamp 3 is selected as annular.Having
In body construction, the cover clamp 3 is not limited to flat shape, and the nonplanar structure with spatial modelling can also.
In the present embodiment, since jacking plate 2 is selected as circle, the cover clamp 3 is circular ring shape, in other realities
It applies in example, when jacking plate 2 is rectangle, the cover clamp 3 is square ring structure.As shown in figure 3, the cover clamp 3 and jacking plate 2
It is detachably connected；In order to realize the function being detachably connected, the jacking plate 2 is equipped with threaded hole, the cover clamp 3 with institute
It states the screw thread hole site corresponding position on jacking plate 2 and is provided with light circular hole slightly larger than the diameter of bolt, bolt 3-1 is penetrated into the light
Circular hole and threaded hole are to connect jacking plate 2 and cover clamp 3, specifically, as shown in figure 4, the jacking plate 2 and lid pressing plate 3
It is bolted by the way that four annulars are equally distributed；In another embodiment, the jacking plate 2 and lid pressing plate 3 pass through buckle
Connection passes through buckle parent part 3-2 described logical as shown in figure 5, the jacking plate 2 and cover clamp 3 are equipped with the through-hole to match
The bottom in hole, the buckle parent part 3-2 is equipped with retention bead, prevents buckle parent part 3-2 from deviating from from through-hole, 3- then is locked in insertion
It can be fixed in the 3 insertion buckle parent part 3-2, the jacking plate 2 and lid pressing plate 3 pass through four equally distributed buckles of annular
Connection, the specific structure of the buckle are as shown in Figure 6.
When jacking plate 2 is round, the jacking plate 2 and cover clamp 3 can also be spirally connected, specifically, as shown in fig. 7, institute
3 lower surface of cover clamp is stated equipped with internal thread nut 3-4,2 periphery of jacking plate is equipped with the external screw thread 3-5 to match, passes through phase
Jacking plate 2 and cover clamp 3 are detachably connected by the internal thread nut 3-4 and external screw thread 3-5 matched；In another embodiment, such as Fig. 8
Shown, the lower surface of the cover clamp 3 is symmetrical, and there are two L-types to hook 3-6, is provided on the jacking plate 2 and hooks 3- with the L-type
The 6 notch 3-7 to match, in use, first alignment L-type hooks 3-6 and notch 3-7, when L-type hooks rotation pressure after 3-6 passes through notch 3-7
Cover board 3 makes L-type hook 3-6 and notch 3-7 be staggered, so that cover clamp 3 be connect with jacking plate 2.
In some other embodiment, for ease of use, the jacking plate 2 can also be fixedly connected with cover clamp 3, such as
Shown in Fig. 9, the jacking plate 2 is fixed on the circumferential of cover clamp 3 and forms integral structure, and the lower surface of the cover clamp 3, which is equipped with, slits
Mouth 3-8, when the thickness of cover clamp 3 is less than the thickness of jacking plate 2, the registered permanent residence 3-8 self-assembling formation, the gap 3-8 is around lid
The circle setting of pressing plate 3 one, in use, the edge of slab form 1 is placed in the gap 3-8 to cover to the formation of slab form 1；
The cover clamp 3 and jacking plate 2 of the integral structure are detachably connected by casing 3-9 with the screw rod 4 of shoring in early-dismantling formwork system
It connects.Specifically, the inner wall of described sleeve pipe 3-9 is equipped with internal screw thread, i.e., described sleeve pipe 3-9 is spirally connected with screw rod 4 is shored；Another
In a embodiment, the sleeve 3-9 can also be clamped with screw rod 4 is shored, at this point, sleeve 3-9 is equipped with self-locking device, sleeve 3-
It can voluntarily be locked after 9 insertions.For being fixedly connected for the jacking plate 2 and cover clamp 3, can also be integrally formed.
The slab form 1 contacted in order to ensure 3 Duis of cover clamp apply pressure and with slab form 1 is seamless contacts, it is described
Elastic cushion is additionally provided between cover clamp 3 and slab form 1, the elastic cushion can be rubber pad or plastic pad, for user
Just, the elastic cushion can also be directly anchored to the marginal position of 3 lower surface of cover clamp.
In Specific construction, in order to offset expanding with heat and contract with cold between slab form 1, or due to installation error,
All there is gap between each slab form 1, when the gap between slab form 1 is larger, by 5 filling chink of cover panel,
To improve the Forming Quality of floorslab concrete.In the present embodiment, as shown in Fig. 3,5,7 and 8, the cover panel 5 is located at gland
The lower section of plate 3, and cover panel 5 is T-type plate, can prevent cover panel 5 from larger displacement occurs and deviates gap.Cover panel 5 can also
Interval setting as needed.
The application method of fixation kit of the invention is: disclosed by earlier application (CN201811254748.9) first
Early-dismantling formwork system and construction method will early tear component open and after primary-secondary beam is installed, carry out the laying of slab form 1, finally
Cover clamp 3 is covered and is fixed in slab form 1 and the stitching portion of jacking plate 2；When the gap between slab form 1 is larger
When, the gap between slab form 1 first is filled up with cover panel 5, then again covers cover clamp 3 in jacking plate 2 and slab form 1
Stitching portion.Cooperate cover panel 5 by lid pressing plate 3, fills up the gap between slab form 1 and jacking plate 2 and periphery floor
The gap of template 1 is conducive to the Forming Quality for improving the floorslab concrete of early stripping formwork system, and this method will not damage slab form
1, further improve the access times of slab form 1.
It should be pointed out that for those of ordinary skill in the art, without departing from the concept of the premise of the invention,
Various modifications and improvements can be made, and these are all within the scope of protection of the present invention.
Claims (10)
1. a kind of slab form fixation kit, in early-dismantling formwork system characterized by comprising with the early demoulding
The cover clamp (3) that jacking plate (2) in plate body system is correspondingly arranged, the cover clamp (3) cover in the jacking plate (2) and floor
The stitching portion of template (1) is subjected to displacement and warpage with preventing slab form (1).
2. slab form fixation kit according to claim 1, which is characterized in that the cover clamp (3) and jacking plate
(2) it is detachably connected.
3. slab form fixation kit according to claim 2, which is characterized in that the cover clamp (3) and jacking plate
(2) (3-6) is hooked by bolt (3-1), buckle, internal thread nut (3-4) or L-type to be detachably connected.
4. slab form fixation kit according to claim 1, which is characterized in that the cover clamp (3) is fixed in top
The circumferential of supporting plate (2) forms integral structure, and the lower surface of the cover clamp (3) be equipped with for the slab form (1) edge into
Enter to form the gap (3-8) covered to slab form.
5. slab form fixation kit according to claim 4, which is characterized in that the cover clamp of the integral structure
(3) it is detachably connected by casing (3-9) with the screw rod (4) of shoring in early-dismantling formwork system with jacking plate (2).
6. slab form fixation kit according to claim 1, which is characterized in that the cover clamp (3) and building slab
The elastic cushion for making cover clamp (3) and slab form (1) seamless contact is additionally provided between plate (1).
7. -6 any slab form fixation kit according to claim 1, which is characterized in that cover clamp (3) tool
There is the shape to match with jacking plate (2), and the cover clamp (3) is ring structure.
8. slab form fixation kit according to claim 1, which is characterized in that further include for filling up each floor
The cover panel (5) in gap between template (1).
9. slab form fixation kit according to claim 8, which is characterized in that the cover panel (5) is T-type plate.
10. slab form fixation kit according to claim 8, which is characterized in that the cover panel (5) is located at gland
The lower section of plate (3).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201811601568.3A CN109555312B (en) | 2018-12-26 | 2018-12-26 | Fixing assembly for floor slab template |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201811601568.3A CN109555312B (en) | 2018-12-26 | 2018-12-26 | Fixing assembly for floor slab template |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN109555312A true CN109555312A (en) | 2019-04-02 |
| CN109555312B CN109555312B (en) | 2024-04-05 |
Family
ID=65871216
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201811601568.3A Active CN109555312B (en) | 2018-12-26 | 2018-12-26 | Fixing assembly for floor slab template |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN109555312B (en) |
Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103216087A (en) * | 2013-04-09 | 2013-07-24 | 佛山市广成铝业有限公司 | Bilateral self-bearing building template system |
| CN103225396A (en) * | 2013-04-09 | 2013-07-31 | 深圳中建院建筑科技有限公司 | Beam frame type construction template system |
| CN203188611U (en) * | 2013-04-09 | 2013-09-11 | 佛山市广成铝业有限公司 | Bi-directional self-supporting building template system |
| EP3205790A1 (en) * | 2014-10-09 | 2017-08-16 | Hui Linda Technology Co. Ltd. | Assembled early-removal building formwork system and erecting method thereof |
| CN209585606U (en) * | 2018-12-26 | 2019-11-05 | 严雄 | A kind of slab form fixation kit |
-
2018
- 2018-12-26 CN CN201811601568.3A patent/CN109555312B/en active Active
Patent Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103216087A (en) * | 2013-04-09 | 2013-07-24 | 佛山市广成铝业有限公司 | Bilateral self-bearing building template system |
| CN103225396A (en) * | 2013-04-09 | 2013-07-31 | 深圳中建院建筑科技有限公司 | Beam frame type construction template system |
| CN203188611U (en) * | 2013-04-09 | 2013-09-11 | 佛山市广成铝业有限公司 | Bi-directional self-supporting building template system |
| EP3205790A1 (en) * | 2014-10-09 | 2017-08-16 | Hui Linda Technology Co. Ltd. | Assembled early-removal building formwork system and erecting method thereof |
| CN209585606U (en) * | 2018-12-26 | 2019-11-05 | 严雄 | A kind of slab form fixation kit |
Also Published As
| Publication number | Publication date |
|---|---|
| CN109555312B (en) | 2024-04-05 |
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