CN214575745U - A template support system that is used for rubbish pond full cast in situ concrete side wall - Google Patents
A template support system that is used for rubbish pond full cast in situ concrete side wall Download PDFInfo
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- CN214575745U CN214575745U CN202120808907.6U CN202120808907U CN214575745U CN 214575745 U CN214575745 U CN 214575745U CN 202120808907 U CN202120808907 U CN 202120808907U CN 214575745 U CN214575745 U CN 214575745U
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- Prior art keywords
- wall body
- scaffold
- support system
- side wall
- lower section
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- 239000004567 concrete Substances 0.000 title claims abstract description 24
- 238000011065 in-situ storage Methods 0.000 title claims description 11
- 229910000831 Steel Inorganic materials 0.000 claims abstract description 40
- 239000010959 steel Substances 0.000 claims abstract description 40
- 238000009415 formwork Methods 0.000 claims abstract description 28
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims description 7
- 238000010276 construction Methods 0.000 abstract description 9
- 238000005266 casting Methods 0.000 abstract description 4
- 238000000034 method Methods 0.000 abstract description 3
- 230000008901 benefit Effects 0.000 abstract description 2
- 230000008569 process Effects 0.000 abstract description 2
- 239000011150 reinforced concrete Substances 0.000 description 2
- 230000011218 segmentation Effects 0.000 description 2
- 230000009471 action Effects 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 230000000903 blocking effect Effects 0.000 description 1
- 230000018109 developmental process Effects 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 238000009434 installation Methods 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 239000002002 slurry Substances 0.000 description 1
- 239000002023 wood Substances 0.000 description 1
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Abstract
The utility model discloses a formwork support system for a garbage pool full cast-in-place concrete side wall, which comprises a lower section wall body formed by casting firstly, scaffolds arranged on two sides of the lower section wall body respectively and a formwork arranged on the upper part of the lower section wall body, wherein a cavity for casting an upper section wall body is formed between the two formworks, the lower end of the formwork extends downwards for a section of length to the lower section wall body, the two formworks are connected through a counter-pull screw rod, and the lower end of the formwork is connected with the lower section wall body through the counter-pull screw rod; the upper end of the scaffold is higher than the top of the upper section wall body, and the two scaffold are connected into a whole through a connecting rod; and a steel pipe is connected between the template and the scaffold, one end of the steel pipe is connected to the scaffold, the other end of the steel pipe is connected to the opposite-pulling screw, and the opposite-pulling screw on the lower section wall body is tied with the scaffold through a steel wire rope. The application is suitable for ultra-high wall construction, and has the advantages of good stability, high safety and simple process.
Description
Technical Field
The utility model relates to a technical field of construction especially relates to a template support system that is used for rubbish pond full cast in situ concrete side wall.
Background
Shear walls, also known as wind resistant walls, earthquake resistant walls or structural walls, are walls that mainly bear horizontal and vertical loads caused by wind or earthquake action in houses or buildings to prevent structural shear failure, of which reinforced concrete shear walls are the most commonly used.
At present, during construction of a shear wall, formworks are usually erected on two sides to form a cavity for pouring the shear wall, then the two formworks are fixed and supported by structures such as a split screw rod and an inclined strut, and concrete is poured into the cavity to form the shear wall.
However, with the development of building technology, various large-span and large-space buildings are more and more, and nowadays, many of the various high and large-space buildings are surrounded by ultrahigh shear walls. When the height of the shear wall is too high, the shear wall is difficult to support, large in occupied space, insufficient in stability of the template, and prone to problems of expansion, falling and the like.
SUMMERY OF THE UTILITY MODEL
The utility model provides a template support system for rubbish pond full cast in situ concrete side wall is applicable to super high wall body construction, has the advantage that the steadiness is good, the security is high and simple process.
The technical problem to be solved is that: when the ultrahigh shear wall is constructed, the supporting is difficult, and the stability of the template is not enough.
In order to solve the technical problem, the utility model adopts the following technical scheme:
the utility model relates to a template support system for rubbish pool full cast-in-place concrete side wall, including the hypomere wall body that forms of pouring earlier, set up the scaffold frame in the hypomere wall body both sides respectively and set up the template in hypomere wall body upper portion, twice form the cavity that is used for pouring the superior segment wall body between the template, the template lower extreme extends a section length downwards to the hypomere wall body on, two times through the tie of the split screw rod between the template, connect through the split screw rod between template lower extreme and the hypomere wall body; the upper end of the scaffold is higher than the top of the upper section wall body, and the two scaffold are connected into a whole through a connecting rod; and a steel pipe is connected between the template and the scaffold, one end of the steel pipe is connected to the scaffold, the other end of the steel pipe is connected to the opposite-pulling screw, and the opposite-pulling screw on the lower section wall body is tied with the scaffold through a steel wire rope.
The utility model relates to a formwork support system for rubbish pond full cast in situ concrete side wall, it is further, the scaffold frame includes two rows of mutual parallel arrangement's pole setting, two rows connect every row through the multichannel horizontal pole between the pole setting is passed through the multichannel horizon bar and is connected.
The utility model relates to a formwork support system for rubbish pool full cast in situ concrete side wall, it is further, the horizontal pole upper berth is equipped with walks the guidance tape, walk the one end that the guidance tape is close to the scaffold frame outside and be equipped with and keep off the sole.
The utility model relates to a formwork support system for rubbish pond full cast in situ concrete side wall, it is further, one side that the template was kept away from to the scaffold frame is equipped with the safety net.
The utility model relates to a template support system for full cast-in-place concrete side wall of rubbish pond, it is further, it is stupefied that the template is equipped with the inferior of the vertical setting of multichannel outward, it is stupefied that inferior is equipped with the main of multichannel level setting outward, main stupefied sets up in pairs, to drawing the screw rod to pass the template and be located every to main stupefied between, to drawing the screw rod on the cover be equipped with from inside to outside the mountain word that sets gradually detains and the nut, the butt is detained to the mountain word on main stupefied.
The utility model relates to a template support system for rubbish pond full cast in situ concrete side wall, it is further, fixed cover is equipped with the stagnant water piece in the cavity on the counter-pull screw rod.
The utility model relates to a template support system for rubbish pond full cast in situ concrete side wall, it is further, one side that the pole setting is close to the template is equipped with the connecting rod that the level set up, steel pipe one end is connected with the connecting rod, the other end with to the stay bolt connection.
The utility model relates to a template support system for rubbish pond full cast in situ concrete side wall, it is further, steel pipe and wire rope set up and both keep a definite distance apart along the horizontal direction in turn.
Compared with the prior art, the utility model, following beneficial effect has:
this application is pour through the superelevation side wall segmentation, utilizes the connecting rod to connect two scaffold framves as an organic wholely to with scaffold frame and the hypomere wall body drawknot of pouring the completion, guarantee the steadiness of scaffold frame, thereby make the scaffold frame can regard as the supporter of steel pipe, add the steel pipe between scaffold frame and template, increase the stability of template, avoid the steadiness of template not enough, take place easily to rise the mould, drop the scheduling problem.
The present invention will be further explained with reference to the accompanying drawings.
Drawings
Fig. 1 is a schematic structural view of the present invention;
FIG. 2 is a schematic structural view of the protruding form of the present invention;
fig. 3 is a top view of the form mounting of the present invention.
Reference numerals:
1. a lower wall body; 2. a scaffold; 3. a template; 4. oppositely pulling the screw rod; 5. a water stop sheet; 6. secondary corrugation; 7. main corrugation; 8. a Chinese character 'shan' shaped buckle; 9. a nut; 10. a connecting rod; 11. a steel pipe; 12. a wire rope; 13. erecting a rod; 14. a horizontal bar; 15. a cross bar; 16. a walkway plate; 17. a foot blocking plate; 18. a connecting rod.
Detailed Description
With reference to fig. 1-3, the utility model discloses a formwork support system for garbage pool full cast-in-place concrete side wall, including hypomere wall body 1, set up respectively at the scaffold frame 2 of hypomere wall body 1 both sides and set up at the template 3 on hypomere wall body 1 upper portion.
The lower section wall body 1 is a first pouring part for pouring the ultrahigh side wall in sections from top to bottom, and the construction is carried out by adopting a conventional reinforced concrete wall body pouring mode.
The templates 3 are wood templates 3 with the thickness of 15mm, the number of the templates 3 is two, the two templates are respectively arranged on two sides of the lower section wall body 1, and a cavity for pouring the upper section wall body is formed between the two templates 3; the lower end of the template 3 extends downwards by 300mm to the lower section wall body 1, so that quality problems of slab staggering, slurry leakage and the like of the upper and lower section wall bodies 1 can be prevented.
The two formworks 3 are connected through the split screw rods 4, and the lower ends of the formworks 3 are also connected with the lower section wall body 1 through the split screw rods 4. The split screw rods 4 are three-section split bolts, the vertical spacing of the split screw rods 4 is 500mm, and the horizontal spacing is 500 mm. In order to ensure the anti-seepage requirement of the side wall, the middle positions of the opposite-pulling screw rods 4 are respectively provided with a water stop sheet 5, the water stop sheets 5 are 120-120 mm steel plates, the thickness of the water stop sheets is 3-4mm, and the center positions of the water stop sheets 5 are provided with holes which are sleeved on the opposite-pulling screw rods 4 and are firmly welded with the opposite-pulling screw rods 4 on two sides.
The template 3 is distributed with a plurality of vertically arranged secondary ridges 6, the secondary ridges 6 are square channels with the length of 50 x 50mm, and the secondary ridges 6 are uniformly arranged along the length direction of the side wall at intervals. A plurality of horizontally arranged main ridges 7 are arranged outside the secondary ridges 6, the main ridges 7 adopt double steel pipes 11 with phi 48 multiplied by 3.0mm, and the main ridges 7 are uniformly arranged along the height direction of the side wall at intervals; the opposite-pulling screw rods 4 penetrate through the template 3 and are located between each pair of main ridges 7, the opposite-pulling screw rods 4 are sleeved with the E-shaped buckles 8 and the nuts 9 which are sequentially arranged from inside to outside, and the E-shaped buckles 8 abut against the main ridges 7 and are tightly pressed by screwing the nuts 9. Furthermore, battens with the size larger than that of the secondary ridges 6 are arranged at the joints of the two templates 3 of each template 3, and the battens have the size of 100 × 50 mm.
The upper ends of the scaffolds 2 are higher than the top of the upper wall, and the upper ends of the two scaffolds 2 are connected into a whole through the connecting rod 10. Be connected with steel pipe 11 between template 3 and the scaffold 2, steel pipe 11 one end is connected on scaffold 2, and the other end cover is at the 4 tip of diagonal tension screw, and steel pipe 11 adopts the mode of two-step three spans or two-step two spans of scaffold 2 to distribute, also can select suitable interval to distribute according to actual construction height. The counter-pulling screw rod 4 on the lower section wall body 1 is tied with the scaffold 2 through the steel wire ropes 12, the steel wire ropes 12 are distributed according to a certain distance, one end of each steel wire rope 12 is tied on the counter-pulling screw rod 4, and the other end of each steel wire rope is obliquely and upwards tied on the scaffold 2. The steel pipes 11 and the wire ropes 12 are alternately arranged in the horizontal direction with a certain distance therebetween.
The scaffold 2 comprises two rows of vertical rods 13 arranged in parallel, and each row of vertical rods 13 is provided with a plurality of vertical rods 13 arranged at intervals. The adjacent vertical rods 13 in each row are connected through horizontal rods 14, the horizontal rods 14 are connected with the vertical rods 13 through fasteners, and the horizontal rods 14 are arranged at intervals along the length direction of the vertical rods 13. Two rows of upright stanchions 13 are connected through a cross rod 15, the cross rod 15 is positioned on the top surface of the horizontal pole 14, the cross rod 15 is arranged at intervals along the length direction of the upright stanchions 13, and the cross rod 15 is connected with the upright stanchions 13 through fasteners. A walkway plate 16 is laid on the cross bar 15 and serves as a construction platform; one end of the walkway plate 16 close to the outer side of the scaffold 2 is provided with a foot baffle plate 17, and the foot baffle plate 17 can avoid objects falling from the high altitude, so that the safety is ensured. In addition, the outside of scaffold frame 2 is full of and is covered with the safety net, guarantees construction safety. Connecting rod 10 is connected through the fastener with pole setting 13, perhaps connecting rod 10 replaces the horizontal pole 15 above the upper segment wall to be connected respectively with the pole setting 13 of two scaffolds 2, and the steadiness is stronger, saves the installation of member.
A connecting rod 18 which is horizontally arranged is arranged on one side of the upright 13 close to the template 3, the arrangement position of the connecting rod 18 corresponds to the distribution position of the steel pipe 11, the connecting rod 18 is connected with the upright 13 through a fastener, one end of the steel pipe 11 is connected with the connecting rod 18 through the fastener, and the other end of the steel pipe 11 is sleeved on the counter-pulling screw rod 4 and is abutted against the nut 9. The connecting rods 18 are additionally arranged, so that the distribution of the steel pipes 11 at all positions can be adapted, and the steel pipes 11 can be fixed conveniently.
The construction method comprises the following steps:
erecting scaffolds 2 on two sides of the shear wall, and connecting the tops of the scaffolds 2 on the two sides into a whole through a connecting rod 10; the method comprises the following steps of (1) pouring the shear wall in a vertical subsection mode, firstly pouring a lower section wall body 1, after the pouring is finished, installing a template 3 for pouring an upper section wall body on the lower section wall body 1, sequentially installing a secondary ridge 6 and a main ridge 7, fixing the template 3 in a pulling mode through a pulling screw rod 4, pulling the template 3 and the lower section wall body 1 in a pulling mode, and pulling the pulling screw rod 4 on the lower section wall body 1 and a scaffold 2 through a steel wire rope 12; the split bolts within the casting range are connected with the scaffold 2 by using the steel pipes 11, and then concrete casting is performed.
This application is pour through superelevation side wall segmentation, utilizes connecting rod 10 to connect two scaffolds 2 as an organic whole to with scaffold 2 and the hypomere wall body 1 drawknot of pouring the completion, guarantee scaffold 2's steadiness, thereby make scaffold 2 can regard as the supporter of steel pipe 11, add steel pipe 11 between scaffold 2 and template 3, increase template 3's stability, avoid template 3's steadiness not enough, take place easily to rise the mould, the scheduling problem drops.
The above-mentioned embodiments are only for describing the preferred embodiments of the present invention, and are not intended to limit the scope of the present invention, and various modifications and improvements made by those skilled in the art without departing from the design spirit of the present invention should fall into the protection scope defined by the claims of the present invention.
Claims (8)
1. The utility model provides a template support system that is used for rubbish pond full cast in situ concrete side wall which characterized in that: the formwork structure comprises a lower section wall body (1) formed by pouring, scaffolds (2) arranged on two sides of the lower section wall body (1) respectively and formworks (3) arranged on the upper part of the lower section wall body (1), wherein a cavity for pouring an upper section wall body is formed between the two formworks (3), the lower end of each formwork (3) extends downwards for a length to the lower section wall body (1), the two formworks (3) are connected through a split screw (4), and the lower end of each formwork (3) is connected with the lower section wall body (1) through the split screw (4); the upper end of the scaffold (2) is higher than the top of the upper section wall body, and the two scaffold (2) are connected into a whole through a connecting rod (10); the steel pipe (11) is connected between the formwork (3) and the scaffold (2), one end of the steel pipe (11) is connected to the scaffold (2), the other end of the steel pipe is connected to the opposite-pulling screw (4), and the opposite-pulling screw (4) on the lower section wall body (1) is connected with the scaffold (2) through a steel wire rope (12).
2. The formwork support system for the full cast-in-place concrete side wall of the garbage pool according to claim 1, characterized in that: scaffold frame (2) are including two rows of mutual parallel arrangement's pole setting (13), two rows connect through multichannel horizontal pole (15) between pole setting (13), every row pole setting (13) are connected through multichannel horizon bar (14).
3. The formwork support system for the full cast-in-place concrete side wall of the garbage pool according to claim 2, characterized in that: the cross rod (15) is paved with a walkway plate (16), and one end of the walkway plate (16) close to the outer side of the scaffold (2) is provided with a foot baffle plate (17).
4. The formwork support system for the full cast-in-place concrete side wall of the garbage pool according to claim 2, characterized in that: and a safety net is arranged on one side of the scaffold (2) far away from the template (3).
5. The formwork support system for the full cast-in-place concrete side wall of the garbage pool according to claim 1, characterized in that: template (3) are equipped with the inferior stupefied (6) of the vertical setting of multichannel outward, inferior stupefied (6) are equipped with the main stupefied (7) that the multichannel level set up outward, main stupefied (7) set up in pairs, to drawing screw rod (4) to pass template (3) and be located every to main stupefied (7) between, to drawing screw rod (4) to go up the cover and being equipped with from inside to outside and detaining (8) and nut (9) that set gradually, the butt of mountain letter knot (8) is on main stupefied (7).
6. The formwork support system for the full cast-in-place concrete side wall of the garbage pool according to claim 1, characterized in that: and a water stop sheet (5) is fixedly sleeved on the counter-pulling screw rod (4) in the cavity.
7. The formwork support system for the full cast-in-place concrete side wall of the garbage pool according to claim 2, characterized in that: one side of the upright rod (13) close to the template (3) is provided with a connecting rod (18) which is horizontally arranged, one end of the steel pipe (11) is connected with the connecting rod (18), and the other end of the steel pipe is connected with a split bolt.
8. The formwork support system for the full cast-in-place concrete side wall of the garbage pool according to claim 1, characterized in that: the steel pipes (11) and the steel wire ropes (12) are alternately arranged along the horizontal direction and are spaced at a certain distance.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202120808907.6U CN214575745U (en) | 2021-04-20 | 2021-04-20 | A template support system that is used for rubbish pond full cast in situ concrete side wall |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202120808907.6U CN214575745U (en) | 2021-04-20 | 2021-04-20 | A template support system that is used for rubbish pond full cast in situ concrete side wall |
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| Publication Number | Publication Date |
|---|---|
| CN214575745U true CN214575745U (en) | 2021-11-02 |
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202120808907.6U Expired - Fee Related CN214575745U (en) | 2021-04-20 | 2021-04-20 | A template support system that is used for rubbish pond full cast in situ concrete side wall |
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| Country | Link |
|---|---|
| CN (1) | CN214575745U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN114439202A (en) * | 2022-02-11 | 2022-05-06 | 赵立财 | Thin-wall ultrahigh wall body double-side template operation platform and adjustable fixing system |
-
2021
- 2021-04-20 CN CN202120808907.6U patent/CN214575745U/en not_active Expired - Fee Related
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN114439202A (en) * | 2022-02-11 | 2022-05-06 | 赵立财 | Thin-wall ultrahigh wall body double-side template operation platform and adjustable fixing system |
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| GR01 | Patent grant | ||
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| CF01 | Termination of patent right due to non-payment of annual fee | ||
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Granted publication date: 20211102 |