CN207727978U - Girderless floor bolumn cap template reinforcing device - Google Patents
Girderless floor bolumn cap template reinforcing device Download PDFInfo
- Publication number
- CN207727978U CN207727978U CN201721749026.1U CN201721749026U CN207727978U CN 207727978 U CN207727978 U CN 207727978U CN 201721749026 U CN201721749026 U CN 201721749026U CN 207727978 U CN207727978 U CN 207727978U
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- CN
- China
- Prior art keywords
- bolumn cap
- floor
- bolumn
- flitch
- hoop
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Abstract
The utility model is related to a kind of girderless floor bolumn cap template reinforcing devices, including form bracing frame, bolumn cap diagonal brace, adjustable jack, floor flitch, slab form, bolumn cap hoop, bolumn cap back cord flitch and bolumn cap side template, form bracing frame is fixed on the floor of lower part, bolumn cap diagonal brace is connect perpendicular to bolumn cap side template and using fastener with form bracing frame, adjustable jack is mounted on the top of form bracing frame, bolumn cap diagonal brace, respectively against floor flitch, bolumn cap hoop, bolumn cap hoop includes four steel pipes connected with right-angle coupler, and bolumn cap hoop cuff is on the outside of bolumn cap back cord flitch.The bolumn cap diagonal brace of the utility model is supported directly on bolumn cap hoop, rather than support is on the bolumn cap back cord lumps of wood, the combination of bolumn cap diagonal brace and bolumn cap hoop, cleverly form one " hanger ", an entirety is formd between bolumn cap diagonal brace, bolumn cap diagonal brace can undertake vertical force and horizontal force simultaneously, securely fix bolumn cap hoop, prevent bolumn cap hoop from moving down.
Description
Technical field
The utility model is related to building fields, more specifically to a kind of girderless floor bolumn cap template reinforcing device.
Background technology
Currently, using flatslab construction in more and more buildings, especially work(is being used with garage, market etc.
In the building structure of energy, in order to ensure floor clear height, upper floor is often supported using bolumn cap, greatly reduces Vierendeel girder pair
The influence of floor height.
Traditional formwork way is to add Screw arbor with nut at both-ends to be reinforced using diagonal brace, in bolumn cap side template strengthening, due to mould
The inclined reason of plate, often leads to that piece is not tight, the appearance of the mode ship that rises slurry and other issues, while needing to dig bolumn cap side template
Screw arbor with nut at both-ends is worn in hole, and especially when Screw arbor with nut at both-ends is more, bolumn cap side template trepanning is more, and template cannot efficiently use, simultaneously
It is also easy to produce sawdust during bolumn cap side template is punchinged, needs to carry out secondary cleaning, construction is complicated, time and effort consuming.
Invention content
The technical problem to be solved by the present invention is to provide a kind of girderless floor column convenient for disassembly and assembly, safe and reliable
Cap template reinforcing device.
Technical solution adopted by the utility model to solve its technical problems is：A kind of girderless floor bolumn cap template is constructed to add
It is fixedly mounted with and sets, including form bracing frame, bolumn cap diagonal brace, adjustable jack, floor flitch, slab form, bolumn cap hoop, bolumn cap back cord flitch
With bolumn cap side template, the form bracing frame is fixed on the floor of lower part, and bolumn cap diagonal brace is perpendicular to bolumn cap side template and using button
Part is connect with form bracing frame, adjustable jack be mounted on form bracing frame, bolumn cap diagonal brace top, respectively against floor flitch,
Bolumn cap hoop, bolumn cap hoop include four steel pipes connected with right-angle coupler, and bolumn cap hoop cuff is on the outside of bolumn cap back cord flitch, floor wood
Side is fixedly connected with slab form, and bolumn cap back cord flitch is fixedly connected with bolumn cap side template.
In said program, the floor flitch is fixedly connected with slab form by iron nail.
In said program, the bolumn cap back cord flitch is fixedly connected with bolumn cap side template by iron nail.
In said program, the slab form splices with bolumn cap side template behind the bevelling of junction.
In said program, the adjustable jack is U-shaped.
The girderless floor bolumn cap template reinforcing device for implementing the utility model, has the advantages that：
1, when bolumn cap is reinforced, Screw arbor with nut at both-ends is often set；The utility model is reinforced using bolumn cap hoop, without separately
Screw arbor with nut at both-ends is worn, the punching of bolumn cap side template is saved, wears the process of Screw arbor with nut at both-ends, is generated without sawdust, reduces cost；
There are many bolumn cap diagonal brace 2, needed in traditional bolumn cap reinforcing mode, at least need 4 bolumn cap diagonal braces, 4 faces total on one side
Diagonal brace 16 is needed, more complicated, consumptive material is more, time-consuming and laborious.For such case, the utility model uses bolumn cap hoop and adds
Gu bolumn cap hoop is unlikely to deform at the entirety of a rigidity, template.
3, bolumn cap diagonal brace is supported directly on bolumn cap hoop, rather than is supportted on the bolumn cap back cord lumps of wood, bolumn cap diagonal brace and bolumn cap
The combination of hoop cleverly forms one " hanger ", forms an entirety between bolumn cap diagonal brace, bolumn cap diagonal brace can undertake simultaneously
Vertical force and horizontal force securely fix bolumn cap hoop, prevent bolumn cap hoop from moving down.
Description of the drawings
Below in conjunction with accompanying drawings and embodiments, the utility model is described in further detail, in attached drawing：
Fig. 1 is the structural schematic diagram of the utility model girderless floor bolumn cap template reinforcing device；
Fig. 2 is the floor map of bolumn cap template；
Fig. 3 is the connection diagram of bolumn cap side template and slab form；
Fig. 4 is the structural schematic diagram of bolumn cap hoop.
Specific implementation mode
For a clearer understanding of the technical features, objectives and effects of the utility model, now control attached drawing is detailed
Illustrate specific embodiment of the present utility model.
As shown in Figs 1-4, include form bracing frame 2, bolumn cap in the utility model girderless floor bolumn cap template reinforcing device
Diagonal brace 3, adjustable jack 4, floor flitch 7, slab form 9, bolumn cap hoop 5, bolumn cap back cord flitch 6 and bolumn cap side template 8.
Form bracing frame 2 is fixed on the floor of lower part, and bolumn cap diagonal brace 3 is perpendicular to bolumn cap side template 8 and uses fastener and building
Plate bracing frame 2 connects.Adjustable jack 4 is U-shaped, and adjustable jack 4 is mounted on the top of form bracing frame 2, bolumn cap diagonal brace 3, respectively
Withstand floor flitch 7, bolumn cap hoop 5.Bolumn cap hoop 5 includes four steel pipes 13 connected with right-angle coupler 14, and 5 cuff of bolumn cap hoop is in column
6 outside of cap back cord flitch, floor flitch 7 are fixedly connected with slab form 9 by iron nail 12, bolumn cap back cord flitch 6 and bolumn cap side
Template 8 is fixedly connected by iron nail 12.Slab form 9 splices with bolumn cap side template 8 behind the bevelling of junction.
The utility model construction process is as follows：
1) location dimension of review frame column 1, floor absolute altitude；
2) according to bolumn cap size, good 8 plate 8 of bolumn cap side template of processing and fabricating in advance.
3) slab form 9, the junction bevelling of 8 plate 8 of bolumn cap side template are changed into according to the angle of bolumn cap and floor
45° angle.
4) form bracing frame 2, bolumn cap diagonal brace 3 are set up, adjustable jack 4 is placed.The bolumn cap in symmetrical two faces of bolumn cap template
Diagonal brace 3 is used and is arranged symmetrically.
5) floor flitch 7 is placed in adjustable jack 4.
6) four steel pipes 13 are connected firmly to form one of bolumn cap hoop 5 with four right-angle couplers 14, and are placed in adjustable top
In support 4.According to bolumn cap size, minimum that twice bolumn cap hoop 5 is arranged, 5 spacing of bolumn cap hoop is generally no greater than 300mm, upper lower step pitch
From 100mm.
7) adjustable jack 4 is adjusted, floor flitch 7, bolumn cap hoop 5 are adjusted to elevation location；
8) slab form 9 of bolumn cap surrounding is mounted on floor flitch 7,12 fixation of iron nail is used in combination；
9) bolumn cap back cord flitch 6 is placed in adjustable jack 4, iron nail 12 is used in combination that 8 plate 8 of bolumn cap side template is fixed on column
On cap back cord flitch 6；
10) floor absolute altitude and bolumn cap size are checked, adjustable jack 4 is adjusted according to absolute altitude and dimensional discrepancy and is held out against.
11) the brush releasing agent in slab form 9, bolumn cap template, it is by construction drawing that the binding of bolumn cap reinforcing bar is firm after to be dried
Gu.
12) bolumn cap and floorslab concrete are poured, vibration compacting simultaneously conserves.
13) when removing, adjustable jack 4 is first adjusted into pine, then removes bolumn cap hoop 5 again, backmost remove form bracing frame 2,
Bolumn cap back cord flitch 6,8 plate 8 of bolumn cap side template and floor flitch 7, slab form 9 are removed in bolumn cap diagonal brace 3, side.
The embodiments of the present invention are described above in conjunction with attached drawing, but the utility model is not limited to
The specific implementation mode stated, the above mentioned embodiment is only schematical, rather than restrictive, this field it is common
Technical staff is not departing from the utility model aims and scope of the claimed protection situation under the enlightenment of the utility model
Under, many forms can be also made, these are belonged within the protection of the utility model.
Claims (5)
1. a kind of girderless floor bolumn cap template reinforcing device, which is characterized in that including form bracing frame, bolumn cap diagonal brace, adjustable top
Support, floor flitch, slab form, bolumn cap hoop, bolumn cap back cord flitch and bolumn cap side template, the form bracing frame are fixed on lower part
On floor, bolumn cap diagonal brace is connect perpendicular to bolumn cap side template and using fastener with form bracing frame, and adjustable jack is mounted on floor
The top of supporting rack, bolumn cap diagonal brace, respectively against floor flitch, bolumn cap hoop, bolumn cap hoop includes four and is connected with right-angle coupler
Steel pipe, on the outside of bolumn cap back cord flitch, floor flitch is fixedly connected bolumn cap hoop cuff with slab form, bolumn cap back cord flitch and column
Cap side template is fixedly connected.
2. girderless floor bolumn cap template reinforcing device according to claim 1, which is characterized in that the floor flitch and building
Template die plate is fixedly connected by iron nail.
3. girderless floor bolumn cap template reinforcing device according to claim 1, which is characterized in that the bolumn cap back cord flitch
It is fixedly connected by iron nail with bolumn cap side template.
4. girderless floor bolumn cap template reinforcing device according to claim 1, which is characterized in that the slab form and column
Cap side template splices behind the bevelling of junction.
5. girderless floor bolumn cap template reinforcing device according to claim 1, which is characterized in that the adjustable jack is U
Shape.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201721749026.1U CN207727978U (en) | 2017-12-13 | 2017-12-13 | Girderless floor bolumn cap template reinforcing device |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201721749026.1U CN207727978U (en) | 2017-12-13 | 2017-12-13 | Girderless floor bolumn cap template reinforcing device |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN207727978U true CN207727978U (en) | 2018-08-14 |
Family
ID=63097378
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201721749026.1U Active CN207727978U (en) | 2017-12-13 | 2017-12-13 | Girderless floor bolumn cap template reinforcing device |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN207727978U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN112459470A (en) * | 2020-11-27 | 2021-03-09 | 上海宝冶集团有限公司 | Beam-free plate interlayer supporting and formwork removing method |
| CN112854791A (en) * | 2019-11-26 | 2021-05-28 | 中国一冶集团有限公司 | Building engineering does not have roof beam superstructure frame post reinforcing apparatus |
-
2017
- 2017-12-13 CN CN201721749026.1U patent/CN207727978U/en active Active
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN112854791A (en) * | 2019-11-26 | 2021-05-28 | 中国一冶集团有限公司 | Building engineering does not have roof beam superstructure frame post reinforcing apparatus |
| CN112854791B (en) * | 2019-11-26 | 2022-05-06 | 中国一冶集团有限公司 | Building engineering does not have roof beam superstructure frame post reinforcing apparatus |
| CN112459470A (en) * | 2020-11-27 | 2021-03-09 | 上海宝冶集团有限公司 | Beam-free plate interlayer supporting and formwork removing method |
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