CN206562760U - A kind of new concrete building wall template - Google Patents
A kind of new concrete building wall template Download PDFInfo
- Publication number
- CN206562760U CN206562760U CN201621426481.3U CN201621426481U CN206562760U CN 206562760 U CN206562760 U CN 206562760U CN 201621426481 U CN201621426481 U CN 201621426481U CN 206562760 U CN206562760 U CN 206562760U
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- CN
- China
- Prior art keywords
- side plate
- split bolt
- steel side
- plank sheathing
- wall
- 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.)
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Abstract
A kind of new concrete building wall template, belong to building template field, it is made up of steel side plate, plank sheathing, main joist, secondary joist, split bolt, it is characterized in that the main joist that level laying spacing is 20 ~ 30cm above the secondary joist that vertical laying spacing is 10 ~ 20cm above plank sheathing, secondary joist；One piece of steel side plate is set between adjacent two blocks of plank sheathings, and plank sheathing is fixedly connected with steel side plate by split bolt；The width of steel side plate is that 20 ~ 30cm, thickness are that 15mm steel plate, length are equal with plank sheathing, split bolt hole is evenly equipped with steel side plate, split bolt pitch of holes is 20 ~ 30cm.Compared with traditional plank sheathing is constructed, the utility model can greatly reduce the usage quantity of wall split bolt, so as to ensure wall integrity and substantially increase the construction quality of wall.
Description
Technical field
The utility model belongs to building field, and in particular to a kind of new concrete building wall template.
Background technology
During Current Engineering Construction, template system has become the essential working measure of reinforced concrete works,
Shear wall system has become the most commonly seen structural system of middle-high building construction, and usual for shear wall system in engineering
What is used has plank sheathing, bamboo slab rubber, gang form, large steel moulding plate etc., and different templates have different advantage and disadvantage and the scope of application.
Conventional wooden template needs to be punched at interval of 600 ~ 900mm, and is fixed with split bolt.
But this construction technology is easily cleaved when dismantling template, secondary use needs to repair template breakage, this
Sample destroys larger to template, and often turnover is reused 4-6 times and cannot used, and the proportion of goods damageds to resource are also higher.Meanwhile,
Later stage needs are blocked to the split bolt hole after dismounting, which adds one of construction technology, add construction cost,
Reduce construction speed.
Therefore, effective construction technology how is taken, it is to avoid wooden template is punched, so as to ensure the complete of template
Property, the destruction to template is reduced, while reducing the closure amount in split bolt hole, it has also become engineers and technicians constantly inquire into research
Problem.
The content of the invention
The utility model offer is simple in construction, weight capacity had saved resource, low cost but also convenient disassembly by force, not only, corrosion-resistant
New Type Architecture Mode.
A kind of new concrete building wall template, by steel side plate, plank sheathing, main joist, secondary joist, split bolt structure
Into it is characterized in that level laying spacing above the secondary joist that vertical laying spacing is 10 ~ 20cm above plank sheathing, secondary joist
Laid for 20 ~ 30cm main joist, between adjacent two blocks of plank sheathings sets spacing to be 20 ~ 30cm on one piece of steel side plate, steel side plate
Split bolt hole, eventually through the split bolt being arranged on steel side plate by whole template system fixation.
Plank sheathing is the thick plank sheathings of 15mm；
The width of steel side plate is that 20 ~ 30cm, thickness are that 15mm steel plate, length are equal with plank sheathing, uniform on steel side plate
There is split bolt hole, split bolt pitch of holes is 20 ~ 30cm；
Main joist takes 48 × 3.6mm of Φ steel pipe；
Secondary joist takes the 50 × 100mm lumps of wood；
Split bolt takes M14.
Compared with traditional plank sheathing is constructed, the utility model can greatly reduce the usage quantity of wall split bolt, from
And ensure wall integrity and substantially increase the construction quality of wall.
Especially for outer wall of basement, due to greatly reducing the closure in split bolt hole, thus wall can be more improved
Waterproof quality, while also accelerating construction speed, reduce construction cost.And because plank sheathing is without punching, so as to ensure
The overall integrity of template, considerably increases its number of turnover, reduces construction cost.
The utility model easy construction, labor intensity are low, operating efficiency is high.
Brief description of the drawings
Wooden formwork structure figure in Fig. 1 the utility model.
Fig. 2 is the utility model laying state diagram.
Embodiment
Formwork structure is as shown in Figure 1：It includes steel side plate 1, plank sheathing 2, and split bolt hole 3.
The steel side plate 1 that width is 20 ~ 30cm, thickness is 15mm, and open up on steel side plate 1 pair that spacing is 20 ~ 30cm
Draw bolt hole 3.
Thickness is alignd and is close at steel side plate 1 for 15mm plank sheathing 2, is then alignd and is close to steel side plate 1
At plank sheathing 2, then alternate cycles lay plank sheathing 2, steel side plate 1 successively again.
After steel side plate 1 and the laying of plank sheathing 2 are finished, 50 × 100mm of model is laid vertically in the outer surface of plank sheathing 2,
Spacing is 10 ~ 20cm secondary joist 4, then in the outer surface level laying model 48 × 3.6mm of Φ of secondary joist 4, spacing is 20 ~
30cm steel pipe main joist 6, is tightly fixed main joist 6 with M14 split bolts 5 finally by through split bolt hole 3.
Compared with traditional plank sheathing is constructed, this template system split bolt 5 is simply set on the position of steel side plate 1, and wooden
Template 2 greatly reduces the usage amount of split bolt 5 without perforate.Because plank sheathing 2 is not punched, therefore it ensure that wooden model
While the integrality of plate 2, its number of turnover is considerably increased, and improve the flatness and perception matter of concrete wall
Amount.Especially for outer wall of basement, due to reducing the quantity in split bolt hole, therefore the envelope in split bolt hole is greatly reduced
It is stifled, thus can more improve the waterproof quality of wall.Meanwhile, this technique only needs to the prepared screw-bolt hole split bolt in steel side plate
Fixation, therefore installation and removal etc. are simple to operate, it is convenient to construct, and can nothing for fixing the steel side plate 1 of split bolt
Limit time circulation is used in turn, therefore is reduced labor intensity, improved operating efficiency height and greatly reduce the construction period.
Claims (1)
1. a kind of new concrete building wall template, is made up of steel side plate, plank sheathing, main joist, secondary joist, split bolt,
It is characterized in that level laying spacing is above the secondary joist that vertical laying spacing is 10 ~ 20cm above plank sheathing, secondary joist
20 ~ 30cm main joist；One piece of steel side plate is set between adjacent two blocks of plank sheathings, and plank sheathing passes through split bolt with steel side plate
It is fixedly connected；The width of steel side plate is that 20 ~ 30cm, thickness are that 15mm steel plate, length are equal with plank sheathing, uniform on steel side plate
There is split bolt hole, split bolt pitch of holes is 20 ~ 30cm.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201621426481.3U CN206562760U (en) | 2016-12-23 | 2016-12-23 | A kind of new concrete building wall template |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201621426481.3U CN206562760U (en) | 2016-12-23 | 2016-12-23 | A kind of new concrete building wall template |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN206562760U true CN206562760U (en) | 2017-10-17 |
Family
ID=60028555
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201621426481.3U Active CN206562760U (en) | 2016-12-23 | 2016-12-23 | A kind of new concrete building wall template |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN206562760U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109812010A (en) * | 2019-01-28 | 2019-05-28 | 河南科建建设工程有限公司 | A kind of whole template of shear Wall steel joist exempts from aperture formwork and its construction method |
| CN111622494A (en) * | 2020-05-12 | 2020-09-04 | 江苏兴宇建设集团有限公司 | Hole-leaving-free construction method for shear wall light steel keel template |
-
2016
- 2016-12-23 CN CN201621426481.3U patent/CN206562760U/en active Active
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109812010A (en) * | 2019-01-28 | 2019-05-28 | 河南科建建设工程有限公司 | A kind of whole template of shear Wall steel joist exempts from aperture formwork and its construction method |
| CN111622494A (en) * | 2020-05-12 | 2020-09-04 | 江苏兴宇建设集团有限公司 | Hole-leaving-free construction method for shear wall light steel keel template |
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