CN209443765U - A kind of steel form of the pouring after settlement shear wall for banketing in advance - Google Patents
A kind of steel form of the pouring after settlement shear wall for banketing in advance Download PDFInfo
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- CN209443765U CN209443765U CN201821907352.5U CN201821907352U CN209443765U CN 209443765 U CN209443765 U CN 209443765U CN 201821907352 U CN201821907352 U CN 201821907352U CN 209443765 U CN209443765 U CN 209443765U
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- Prior art keywords
- steel
- stupefied
- steel form
- plank sheathing
- shear wall
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- 229910000831 Steel Inorganic materials 0.000 title claims abstract description 152
- 239000010959 steel Substances 0.000 title claims abstract description 152
- 238000010276 construction Methods 0.000 abstract description 19
- 238000009434 installation Methods 0.000 abstract description 3
- 238000009435 building construction Methods 0.000 abstract description 2
- 238000000034 method Methods 0.000 description 5
- 210000002219 extraembryonic membrane Anatomy 0.000 description 4
- 230000003014 reinforcing effect Effects 0.000 description 4
- 239000011449 brick Substances 0.000 description 3
- 238000010586 diagram Methods 0.000 description 3
- 239000010410 layer Substances 0.000 description 3
- 238000007789 sealing Methods 0.000 description 3
- 125000006850 spacer group Chemical group 0.000 description 2
- 208000019901 Anxiety disease Diseases 0.000 description 1
- 230000002421 anti-septic effect Effects 0.000 description 1
- 230000036506 anxiety Effects 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 239000011469 building brick Substances 0.000 description 1
- 230000007812 deficiency Effects 0.000 description 1
- 238000009415 formwork Methods 0.000 description 1
- 239000011241 protective layer Substances 0.000 description 1
- 238000004080 punching Methods 0.000 description 1
- 238000004078 waterproofing Methods 0.000 description 1
- 238000003466 welding Methods 0.000 description 1
- 239000002023 wood Substances 0.000 description 1
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Abstract
The utility model provides a kind of steel form of pouring after settlement shear wall for banketing in advance, steel form including shear wall side is arranged in, the channel steel master of the medial surface surrounding setting of steel form is stupefied, the channel steel time being laterally arranged along steel form length direction is stupefied, it is characterized by: the shear wall other side is equipped with the plank sheathing being correspondingly arranged with steel form, the plank sheathing other side is equipped with the main back cord of double steel pipe, multiple wooden a tree, used in making timber for boats time back cords are equipped between plank sheathing and the main back cord of double steel pipe, it is equipped with that multiple one end and channel steel are secondary stupefied to be connected between steel form and plank sheathing, the water-stop opposite-pulling screw rod that the other end is connected after plank sheathing and the main back cord of double steel pipe with the main back cord of double steel pipe.Steel template structure provided by the utility model is simple, easy for installation, simultaneously also mitigate the labor intensity of construction personnel, improve construction efficiency, it can be achieved that pouring after settlement region operation of banketing in advance, better condition is created for construction site layout, belongs to technical field of building construction.
Description
Technical field
The utility model relates to technical field of building construction more particularly to a kind of pouring after settlement for banketing in advance to cut
The steel form of power wall.
Background technique
In construction, the narrow situation in construction site is frequently encountered, at this point, if can realize outer wall of basement as early as possible
Side is banketed, and can effectively solve the problems, such as place anxiety.But usually, pouring after settlement needs owner's body construction to be built
It finishes and after building settlement meets code requirement, can block.
It bankets to realize to mention in advance, current usual way is: building brick fetal membrane on the outside of shear wall, reached to masonry panel
Plastering, waterproof, waterproof protective layer, fill construction after to some strength.The main problem of this way has: one, when basement buries
When deep larger, generally requiring to reinforce by increasing the modes such as brick fetal membrane thickness, setting constructional column, collar tie beam, time-consuming for integral construction,
It is artificial to expend greatly；Two, it needs to wait for a period of time after constructing, after brick fetal membrane reaches certain intensity, can enter next
Process is walked, can further extend the construction time in this way；Three, lateral pressure of banketing is deepened with buried depth greatly and is increased, and lower part brick fetal membrane holds
Easily there is deformation, collapse, the problems such as so as to cause waterproof damage layer, and after there is the above problem, repairing construction difficulty is big.
Therefore, it under the premise of can guarantee post empiricism quality, finds and a kind of be easy to construct and safe and reliable pour band
Protecting formwork is our striving direction.
Utility model content
In view of the deficiencies of the prior art, the utility model provides a kind of pouring after settlement shear wall for banketing in advance
Steel form, there is the advantage that the processing is simple, easy for installation, safe and reliable.
To achieve the above objectives, the present invention provides the following technical solutions:
A kind of steel form of the pouring after settlement shear wall for banketing in advance, the punching block including shear wall side is arranged in
The channel steel master of the medial surface surrounding setting of plate, steel form is stupefied, and the channel steel time being laterally arranged along steel form length direction is stupefied, described to cut
The power wall other side is equipped with the plank sheathing being correspondingly arranged with steel form, and the plank sheathing other side is equipped with disposed in parallel with plank sheathing
The main back cord of double steel pipe, between the plank sheathing and the main back cord of double steel pipe be equipped with multiple both ends respectively with plank sheathing and the main back of double steel pipe
The stupefied connected wooden a tree, used in making timber for boats time back cord, be equipped between the steel form and plank sheathing multiple one end and channel steel it is secondary it is stupefied be connected, the other end passes through
Wear the water-stop opposite-pulling screw rod being connected after plank sheathing and the main back cord of double steel pipe with the main back cord of double steel pipe.
In the above-mentioned technical solutions, the steel form of a kind of pouring after settlement shear wall for banketing in advance,
Be characterized in that: one end of the water-stop opposite-pulling screw rod be welded on steel form channel steel it is time stupefied on, the water-stop opposite-pulling screw rod it is another
One end is equipped with mountain type card and double hex nuts and is passing through mountain type card and double hexagonal spiral shells after plank sheathing and the main back cord of double steel pipe
Water-stop opposite-pulling screw rod is connected by mother with the main back cord fastening of double steel pipe.
In the above-mentioned technical solutions, the steel form of a kind of pouring after settlement shear wall for banketing in advance,
Be characterized in that: the stupefied model 10# channel steel of the channel steel master, the channel steel master is stupefied to be welded on steel form, and the channel steel master is stupefied
Outer side edges are flushed with steel form side.
In the above-mentioned technical solutions, the steel form of a kind of pouring after settlement shear wall for banketing in advance,
Be characterized in that: the stupefied model 10# channel steel of the channel steel time, the channel steel time is stupefied to be welded on steel form, and the channel steel time is stupefied
Both ends and the stupefied welding of channel steel master.
In the above-mentioned technical solutions, the steel form of a kind of pouring after settlement shear wall for banketing in advance,
Be characterized in that: the steel form side is set there are two round steel hanging ring.
In the above-mentioned technical solutions, the steel form of a kind of pouring after settlement shear wall for banketing in advance,
Be characterized in that: the steel form with a thickness of 10mm, the plank sheathing with a thickness of 18mm.
The beneficial effects of the utility model are: one, can process in advance, after scene has execution conditions, can complete to hang immediately
Dress is in place, is substantially shorter the construction time；Two, intensity and globality are more preferable, are not susceptible to deform, to influence pouring after settlement
Integral construction quality；Three, manpower consumption can be greatlyd save, the labor intensity of construction personnel is alleviated；Four, heavy for later period closing
Drop post-cast strip provides a kind of arrangement and method for construction, and difficulty of construction reduces.
Detailed description of the invention
Fig. 1 is the structural schematic diagram of the utility model；
Fig. 2 is the horizontal profile schematic diagram that the utility model steel form and plank sheathing are reinforced；
Fig. 3 is the vertical cross section schematic diagram that the utility model steel form and plank sheathing are reinforced.
As shown in the figure: 1- steel form, 2- channel steel master is stupefied, stupefied, the 4- water-stop opposite-pulling screw rod of 3- channel steel time, 5- round steel hanging ring, 6-
The right screw rod of sealing, 7- plank sheathing, 8- wood a tree, used in making timber for boats time back cord, the main back cord of 9- double steel pipe, 10- plastic spacer, the mountain 11- type card, 12-
Double hex nuts, 13- shear wall, 14- structure reinforcing bars, 15- pouring after settlement.
Specific embodiment
The following will be combined with the drawings in the embodiments of the present invention, carries out the technical scheme in the embodiment of the utility model
Clearly and completely describe.
A kind of steel form of pouring after settlement shear wall for banketing in advance as shown in Figs. 1-3, including setting are being cut
The channel steel master stupefied 2 of the medial surface surrounding setting of the steel form 1, steel form 1 of 13 side of power wall, it is lateral along 1 length direction of steel form
The channel steel time stupefied 3 of setting, 13 other side of shear wall are equipped with the plank sheathing 7 being correspondingly arranged with steel form 1, the plank sheathing 7
The other side be equipped with the main back cord 9 of the double steel pipe disposed in parallel of plank sheathing 7, set between the plank sheathing 7 and the main back cord 9 of double steel pipe
The wooden a tree, used in making timber for boats time back cord 8 for thering are multiple both ends to be connected respectively with plank sheathing 7 and the main back cord 9 of double steel pipe, the steel form 1 and plank sheathing 7
Between be equipped with multiple one end and channel steel times stupefied 3 be connected, the other end run through after plank sheathing 7 and the main back cord 9 of double steel pipe with double steel pipe master
The connected water-stop opposite-pulling screw rod 4 of back cord 9.
One end of the water-stop opposite-pulling screw rod 4 is welded on the channel steel time stupefied 3 of steel form 1, the water-stop opposite-pulling screw rod 4
The other end is equipped with mountain type card 11 and double hex nuts 12 and is passing through mountain type card 11 after plank sheathing 7 and the main back cord 9 of double steel pipe
Water-stop opposite-pulling screw rod 4 is connected with the main fastening of back cord 9 of double steel pipe with double hex nuts 12.
The shear wall 13 is pouring after settlement shear wall, and middle part is pouring after settlement 15,15 two sides of pouring after settlement
There is shear wall, is equipped with the structure reinforcing bars 14 for connecting its both ends shear wall in pouring after settlement 15.
Specifically, the steel plate that the steel form 1 is selected with a thickness of 10mm, two sides are 200mm wider than pouring after settlement 15；
The plank sheathing 7 with a thickness of 18mm, two sides are 500mm wider than pouring after settlement 15.Plank sheathing 7 and each sealing are to drawing spiral shell
The place that bar 4 contacts is equipped with the plastic spacer 10 of 15mm thickness.
Specifically, the model 10# channel steel of the channel steel master stupefied 2, the channel steel master stupefied 2 is welded on steel form 1, described
Stupefied 2 outer side edges of channel steel master are flushed with 1 side of steel form.
Specifically, two round steel hanging rings 5 are arranged on the channel steel master stupefied 2 of 1 side of steel form, round steel hanging ring 5 is selected
The round steel of diameter 20mm makes.
The model 10# channel steel of the channel steel time stupefied 3, the channel steel time stupefied 3 are welded on steel form 1, the channel steel
Stupefied 3 both ends and channel steel master stupefied 2 weld, and the spacing between each channel steel time stupefied 3 is unequal and spacing is by round steel hanging ring 5 one
The other end to steel form 1 is held successively to become smaller.
Specifically, the water-stop opposite-pulling screw rod 4 selects the water-stop opposite-pulling screw rod of φ 14mm, it is welded on channel steel time stupefied 3,
It is welded simultaneously with the structure reinforcing bars 14 of pouring after settlement.
The steel form 1, channel steel master are stupefied 2, channel steel time stupefied 3 does antiseptic and rustproof processing before use.
When in use, 13 concrete strength of shear wall of pouring after settlement two sides reaches steel form provided in this embodiment
After 100%, on the outside in place by 1 handling of steel form, then water-stop opposite-pulling screw rod 4 and the structure reinforcing bars 14 of pouring after settlement are welded
Fixation is connect, round steel hanging ring 5,1 lateral surface of steel form and the equal construction waterproof layer of outer wall of basement structure lateral surface, waterproofing protection are cut off
Layer bankets.
After pouring after settlement reaches sealing condition, pours be installed in place plank sheathing 7 on the inside of the shear wall of band after settling.Root
According to the position of water-stop opposite-pulling screw rod 4 pre-buried on the water-stop opposite-pulling screw rod 4 and shear wall 13 on steel form 1, in advance in plank sheathing 7
Upper aperture, it is ensured that water-stop opposite-pulling screw rod 4 can pass through.Wooden a tree, used in making timber for boats time back cord 8, the main back cord 9 of double steel pipe, mountain type card are successively installed
11, then fastened with double hex nuts 12.Enter next process after acceptance(check).
After pouring after settlement concreting finishes and reaches demoulding condition, the double of 7 side of plank sheathing only need to be reversely unscrewed
Hex nut 12 successively removes mountain type card 11, the main back cord 9 of double steel pipe, the wooden a tree, used in making timber for boats time back cord 8 and plank sheathing 7.It also needs to remove and mould
Backing strap piece 10, and exposed water-stop opposite-pulling screw rod 4 is cut off.
The present embodiment provides the steel form for the pouring after settlement shear wall that one kind is banketed in advance, installations simple with structure
Convenient advantage, while the labor intensity of construction personnel is also mitigated, construction efficiency is improved, pouring after settlement region is realized
Banket in advance, create better condition for construction site layout.
The above description is only the embodiments of the present invention, and therefore it does not limit the scope of the patent of the utility model, all
Using equivalent structure or equivalent flow shift made by the utility model description, it is applied directly or indirectly in other phases
The technical field of pass, is also included in the patent protection scope of the utility model.
Claims (6)
1. a kind of steel form of the pouring after settlement shear wall for banketing in advance, including the steel in shear wall (13) side is arranged
Template (1), the channel steel master of the medial surface surrounding of steel form (1) setting are stupefied (2), and along steel form (1), length direction is laterally arranged
Channel steel time stupefied (3), it is characterised in that: shear wall (13) other side is equipped with the plank sheathing being correspondingly arranged with steel form (1)
(7), plank sheathing (7) other side is equipped with and the main back cord of plank sheathing (7) double steel pipe disposed in parallel (9), the plank sheathing (7)
The wooden a tree, used in making timber for boats that multiple both ends are connected with plank sheathing (7) and the main back cord of double steel pipe (9) respectively is equipped between the main back cord of double steel pipe (9)
Back cord (8), multiple one end are equipped between the steel form (1) and plank sheathing (7), and stupefied (3) are connected, the other end runs through with channel steel time
The water-stop opposite-pulling screw rod (4) that plank sheathing (7) and the main back cord of double steel pipe (9) are connected with the main back cord of double steel pipe (9) afterwards.
2. a kind of steel form of pouring after settlement shear wall for banketing in advance according to claim 1, feature exist
In: on the channel steel time stupefied (3) that one end of the water-stop opposite-pulling screw rod (4) is welded on steel form (1), the water-stop opposite-pulling screw rod
(4) the other end is equipped with mountain type card (11) and double hex nuts (12) and is running through plank sheathing (7) and the main back cord of double steel pipe (9)
Water-stop opposite-pulling screw rod (4) is connected with the main back cord of double steel pipe (9) fastening by mountain type card (11) and double hex nuts (12) afterwards.
3. a kind of steel form of pouring after settlement shear wall for banketing in advance according to claim 1, feature exist
In: the model 10# channel steel of the channel steel master stupefied (2), the channel steel master stupefied (2) are welded on steel form (1), the channel steel master
Stupefied (2) outer side edges are flushed with steel form (1) side.
4. a kind of steel form of pouring after settlement shear wall for banketing in advance according to claim 1, feature exist
In: the model 10# channel steel of the channel steel time stupefied (3), the channel steel time stupefied (3) are welded on steel form (1), the channel steel
The both ends and channel steel master stupefied (2) of stupefied (3) are welded.
5. a kind of steel form of pouring after settlement shear wall for banketing in advance according to claim 1, feature exist
Set that there are two round steel hanging ring (5) in: steel form (1) side.
6. a kind of steel form of pouring after settlement shear wall for banketing in advance according to claim 1, feature exist
In: the steel form (1) with a thickness of 10mm, the plank sheathing (7) with a thickness of 18mm.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201821907352.5U CN209443765U (en) | 2018-11-20 | 2018-11-20 | A kind of steel form of the pouring after settlement shear wall for banketing in advance |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201821907352.5U CN209443765U (en) | 2018-11-20 | 2018-11-20 | A kind of steel form of the pouring after settlement shear wall for banketing in advance |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN209443765U true CN209443765U (en) | 2019-09-27 |
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ID=68012750
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201821907352.5U Expired - Fee Related CN209443765U (en) | 2018-11-20 | 2018-11-20 | A kind of steel form of the pouring after settlement shear wall for banketing in advance |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN209443765U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN112609736A (en) * | 2020-12-19 | 2021-04-06 | 中建四局第六建设有限公司 | Basement waterproof shear wall post-cast strip construction method |
| CN115198806A (en) * | 2022-07-18 | 2022-10-18 | 中国二十二冶集团有限公司 | Underground wall post-cast strip template reinforcing and installing construction method |
-
2018
- 2018-11-20 CN CN201821907352.5U patent/CN209443765U/en not_active Expired - Fee Related
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN112609736A (en) * | 2020-12-19 | 2021-04-06 | 中建四局第六建设有限公司 | Basement waterproof shear wall post-cast strip construction method |
| CN115198806A (en) * | 2022-07-18 | 2022-10-18 | 中国二十二冶集团有限公司 | Underground wall post-cast strip template reinforcing and installing construction method |
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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 |
Granted publication date: 20190927 |
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| CF01 | Termination of patent right due to non-payment of annual fee |