CN206319599U - A kind of cast in place concrete form combines brace - Google Patents
A kind of cast in place concrete form combines brace Download PDFInfo
- Publication number
- CN206319599U CN206319599U CN201621386419.6U CN201621386419U CN206319599U CN 206319599 U CN206319599 U CN 206319599U CN 201621386419 U CN201621386419 U CN 201621386419U CN 206319599 U CN206319599 U CN 206319599U
- Authority
- CN
- China
- Prior art keywords
- brace
- steel
- wood
- lumps
- several
- 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
Links
- 229910000831 Steel Inorganic materials 0.000 claims abstract description 52
- 239000010959 steel Substances 0.000 claims abstract description 52
- 239000002023 wood Substances 0.000 claims abstract description 35
- XEEYBQQBJWHFJM-UHFFFAOYSA-N Iron Chemical compound [Fe] XEEYBQQBJWHFJM-UHFFFAOYSA-N 0.000 claims abstract description 12
- 229910052742 iron Inorganic materials 0.000 claims abstract description 6
- 230000015572 biosynthetic process Effects 0.000 claims abstract description 4
- 238000005246 galvanizing Methods 0.000 claims description 4
- 238000010276 construction Methods 0.000 abstract description 5
- 238000004064 recycling Methods 0.000 abstract 1
- 238000010586 diagram Methods 0.000 description 2
- 235000017166 Bambusa arundinacea Nutrition 0.000 description 1
- 235000017491 Bambusa tulda Nutrition 0.000 description 1
- 241001330002 Bambuseae Species 0.000 description 1
- 235000015334 Phyllostachys viridis Nutrition 0.000 description 1
- 239000011425 bamboo Substances 0.000 description 1
- 238000005452 bending Methods 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 239000002131 composite material Substances 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 230000007613 environmental effect Effects 0.000 description 1
- 239000000463 material Substances 0.000 description 1
- 238000000034 method Methods 0.000 description 1
Landscapes
- Joining Of Building Structures In Genera (AREA)
Abstract
Brace is combined the utility model discloses a kind of cast in place concrete form, it is characterized in that using in inverted " several " word steel, utilize the steel plate groove of inverted " several " word steel formation opening upwards, the lumps of wood is placed in the steel plate groove of " several " word steel, form the combination brace with steel plate overcoat, combination brace is integrally placed on the support girder I-steel set up, combination brace is the bearing-surface using the top surface of the top surface of the lumps of wood and inverted " several " word steel as template, and template is fixedly connected in joint with the lumps of wood combined in brace using iron nail.Combine brace in the utility model to combine using steel wood, both portable construction, good endurance, had good intensity and rigidity, practical, high recycling rate again.
Description
Technical field
The utility model is related to a kind of cast in place concrete form combination brace, for works cast-in-place concrete construction.
Background technology
Current works cast-in-place concrete is generally using the lumps of wood as template brace, and lumps of wood brace is primarily present as follows not
Foot：
One is that the lumps of wood is flexible structure, because its own intensity and rigidity are limited, is easily produced in the presence of concrete pressure
Raw larger degree of disturbing, so as to cause concrete surface out-of-flatness；
Two be the lumps of wood in process it is difficult to ensure that the uniformity and glacing flatness of every lumps of wood thickness, equally can not be fine
Ground ensures the flatness of cast-in-place concrete；
Three be that, based on lumps of wood intensity itself, the shortcoming of rigidity, need to increase lumps of wood section or reduce lumps of wood spacing, this measure causes
Consumption of wood is big, is unfavorable for environmental protection.
Utility model content
The utility model is that there is provided a kind of both portable constructions, resistance to avoid the weak point present in above-mentioned prior art
Long property is good, has good intensity and rigidity, practical combination brace again, so as to ensure construction quality.
The utility model adopts the following technical scheme that to solve technical problem：
The utility model cast in place concrete form combines being structurally characterized in that for brace：It is in inverted " several " word steel to set, profit
With the steel plate groove of inverted " several " the word steel formation opening upwards, the lumps of wood is placed in the steel plate groove of described " several " word steel,
The combination brace with steel plate overcoat is formed, the combination brace is integrally placed on the support girder I-steel set up, institute
It is that the template is in joint using the top surface of the top surface of the lumps of wood and inverted " several " word steel as the bearing-surface of template to state combination brace
Place is fixedly connected with the lumps of wood combined in brace using iron nail.
The design feature of the utility model cast in place concrete form combination brace is lain also in：The top surface of the lumps of wood and inversion
The top surface of " several " word steel flush.
The design feature of the utility model cast in place concrete form combination brace is lain also in：The width of the lumps of wood is less than steel
The groove width of plate groove, being put into and taking out in favor of the lumps of wood.
The design feature of the utility model cast in place concrete form combination brace is lain also in：" several " the word steel is through galvanizing
Handle to obtain good durability.
Compared with the prior art, the utility model has the beneficial effect that：
1st, the utility model uses steel and wood composite form, both intensity and rigidity with steel, again light with timber structure
Just, both combinations not only can guarantee that concrete surface flatness but also can reach the purpose of saving material.
2nd, " several " word steel is handled using galvanizing in the utility model, reusable with good durability, is utilized
Rate is high.
Brief description of the drawings
Fig. 1 is the utility model use state schematic cross-sectional view；
Fig. 2 is combination band structure schematic diagram in the utility model；
Fig. 3 is the utility model use state vertical section schematic diagram；
Label in figure：More than 1 word steel；2 lumps of wood；3 I-steel；4 templates；5 iron nails.
Embodiment
Referring to Fig. 1, Fig. 2 and Fig. 3, the structure type of cast in place concrete form combination brace is in the present embodiment：Setting is in
Inverted " several " word steel 1, using the steel plate groove of inverted " several " word steel 1 formation opening upwards, the lumps of wood 2 is placed in " several " word steel 1
Steel plate groove in, formed with steel plate overcoat combination brace, combination brace be integrally placed at the support girder work set up
On word steel 3, combination brace is using the top surface of the top surface of the lumps of wood 2 and inverted " several " word steel 1 as the bearing-surface of template 4, template 4
It is fixedly connected in joint with the lumps of wood 2 combined in brace using iron nail 5.
In specific implementation, the top surface of the lumps of wood 2 is flushed with the top surface of inverted " several " word steel 1；Inverted " several " word steel 1 is on top
Portion both sides, which extend horizontally, horizontal otic placode, and the distal end of horizontal otic placode is formed with vertical bending edge directed downwardly, and it has good
Strength and stiffness, substantially increase the bulk strength and rigidity of combination brace；The width of the lumps of wood 2 is set to be less than the groove of steel plate groove
Width, being put into and taking out in favor of the lumps of wood 2；" several " word steel 1 handles to obtain in good durability, the present embodiment through galvanizing
" several " word steel pattern number is that height × width x thickness is 70mm × 40mm × 2mm, and lumps of wood sectional dimension is high × a width of 70mm × 36mm, mould
Plate is the bamboo slab rubber that length × width x thickness is 2440mm × 1220mm × 15mm, and girder I-steel uses 10# I-steel.
In construction：Combination brace is placed first on the support girder I-steel 3 set up, the spacing root of brace is combined
Determined according to stressing conditions, lay template 4 above combination brace, template 4 is used in joint with combining in brace between the lumps of wood
Iron nail 5 is fastenedly connected.
Claims (4)
1. a kind of cast in place concrete form combines brace, it is characterized in that：Using in inverted " several " word steel (1), using it is described fall
The steel plate groove for " several " word steel (1) the formation opening upwards put, the lumps of wood (2) is placed in the steel plate groove of " several " the word steel (1),
The combination brace with steel plate overcoat is formed, the combination brace is integrally placed on the support girder I-steel (3) set up,
The combination brace is using the top surface of the lumps of wood (2) and the top surface of inverted " several " word steel (1) as the bearing-surface of template (4), institute
Template (4) is stated to be fixedly connected using iron nail (5) with combining the lumps of wood in brace (2) in joint.
2. cast in place concrete form according to claim 1 combines brace, it is characterized in that：The top surface of the lumps of wood (2) with
The top surface of inverted " several " word steel (1) is flushed.
3. cast in place concrete form according to claim 1 combines brace, it is characterized in that：The width of the lumps of wood (2) is small
In the groove width of steel plate groove, being put into and taking out in favor of the lumps of wood (2).
4. cast in place concrete form according to claim 1 combines brace, it is characterised in that：" several " word steel (1) warp
Galvanizing handles to obtain good durability.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201621386419.6U CN206319599U (en) | 2016-12-16 | 2016-12-16 | A kind of cast in place concrete form combines brace |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201621386419.6U CN206319599U (en) | 2016-12-16 | 2016-12-16 | A kind of cast in place concrete form combines brace |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN206319599U true CN206319599U (en) | 2017-07-11 |
Family
ID=59267658
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201621386419.6U Expired - Fee Related CN206319599U (en) | 2016-12-16 | 2016-12-16 | A kind of cast in place concrete form combines brace |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN206319599U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN115288430A (en) * | 2022-08-15 | 2022-11-04 | 中国建筑第八工程局有限公司 | Column formwork installation reinforcing device and reinforcing method thereof |
-
2016
- 2016-12-16 CN CN201621386419.6U patent/CN206319599U/en not_active Expired - Fee Related
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN115288430A (en) * | 2022-08-15 | 2022-11-04 | 中国建筑第八工程局有限公司 | Column formwork installation reinforcing device and reinforcing method thereof |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| 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: 20170711 |