CN211974318U - Super high-rise basement does not have roof beam board cap template top and holds in palm and braced system thereof - Google Patents
Super high-rise basement does not have roof beam board cap template top and holds in palm and braced system thereof Download PDFInfo
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- CN211974318U CN211974318U CN202020556959.4U CN202020556959U CN211974318U CN 211974318 U CN211974318 U CN 211974318U CN 202020556959 U CN202020556959 U CN 202020556959U CN 211974318 U CN211974318 U CN 211974318U
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Abstract
The utility model discloses a superelevation layer basement does not have roof beam board column cap template top and holds in palm and support system thereof, cooperation bracket uses, including pole setting, down tube and staple bolt, the pole setting bottom be equipped with the screw thread section of bracket adaptation, screw thread section top is fixed with the dish and buckles, the down tube welds in the pole setting, pole setting and down tube top articulate respectively has the staple bolt, the staple bolt includes the U-shaped groove of bending, the U-shaped groove of bending opening part both ends perpendicular ledge outwards buckles and forms fixed ear, the tank bottom outside is equipped with hinge lug perpendicularly, the U-shaped groove both sides ledge of bending, fixed ear, all be provided with the through-hole on the hinge lug. The utility model discloses the cap template is fixed not to use the counter-pull, simplify the bracing, and the template need not bore the hole, and is simple and easy, and construction speed is fast, and welded fastening's pole setting and the stupefied flitch cooperation of down tube and back of the body form stable triangular supports structure, has effectively avoided the mould that rises quality problems such as hourglass thick liquid, and accessible down tube length adjustment and the articulated angle modulation of staple bolt effectively reinforce, strong adaptability to different inclination's cap template.
Description
Technical Field
The utility model relates to a building technical field, concretely relates to superelevation layer basement does not have beam slab cap template top and holds in palm and support system thereof.
Background
With the vigorous development of the building industry, commercial complex buildings emerge continuously, large basement construction spaces are pursued without exception for landmark buildings, column caps are often adopted to support upper floors in order to guarantee the net height of floors, and the influence of frame beams on the floor height is greatly reduced. Traditional formwork mode utilizes the bracing to add and consolidates the screw rod of drawing, in the reinforcement of cap side form, because the reason of template slope, often lead to the piece not tight, rise the appearance of quality problems such as mould hourglass thick liquid, need simultaneously to the cap side form board chisel hole of post, wear the screw rod of drawing, especially when drawing the screw rod more, cap side form trompil is more, the template can not effectively be utilized, easily produce the saw-dust simultaneously at cap side form board chisel hole in-process, need carry out the secondary clearance, the construction is complicated, it is consuming time hard.
SUMMERY OF THE UTILITY MODEL
An object of the utility model is to provide a no beam slab cap template top of super high-rise basement holds in palm and support system to the cap template reinforcement is not firm in the solution cap work progress, appears easily that the mould that rises leaks quality problems such as thick liquid and support system construction complicacy, technical problem that the construction speed is low.
In order to achieve the technical purpose, the utility model adopts the following technical scheme:
the utility model provides a superelevation layer basement does not have roof beam board cap of a column template top and holds in palm, cooperation bracket uses, including pole setting, down tube and staple bolt, the pole setting bottom is equipped with the screw thread section with the bracket adaptation, threaded connection has the dish to detain on the screw thread section, the down tube welds in the pole setting, pole setting and down tube top articulate respectively has the staple bolt, the staple bolt includes the U-shaped groove of bending, the U-shaped groove opening part both ends perpendicular ledge of bending outwards buckle and form fixed ear, and the tank bottom outside is equipped with articulated ear perpendicularly, all be provided with the through-hole on U-shaped groove both sides ledge of bending, fixed ear, the articulated ear.
Preferably, pole setting and down tube top are passed through the pin and are articulated in the through-hole on articulated ear, through screwing of pin or loosen the regulation that realizes staple bolt and pole setting, down tube connection angle, loosen the pin soon, the staple bolt is adjustable with pole setting and down tube connection angle, the pin of screwing, and staple bolt and pole setting and down tube connection angle are fixed.
Preferably, in order to effectively reinforce the cap templates with different inclination angles, the inclined rod is a telescopic rod and comprises an inner rod and an outer rod which are in threaded connection.
Additionally, the utility model provides a support system who contains above-mentioned no beam slab column cap template top and hold in the palm still includes column cap template, shaft template, floor template, shaft hoop frame and floor support frame, column cap template top and floor template sealing connection, bottom and shaft template sealing connection, the vertical setting in column cap template top support is fixed in the column cap template outside according to even interval, withstands column cap template, shaft hoop frame is fixed in around the shaft template, chucking shaft template, floor support frame is fixed locates floor template below, holds floor template, it is even as an organic whole through the transverse connecting rod is fixed between column cap template top support, shaft hoop frame and the floor support frame.
Preferably, the column cap template is externally nailed at intervals with a back-ridge batten, the back-ridge batten is obliquely and vertically arranged, the hoop size is matched with the back-ridge batten size and is clamped on the back-ridge batten, the fixing lugs are tightly attached to the column cap template, iron nails are arranged in the through holes on the ledge and the fixing lugs on the two sides of the U-shaped bending groove, and the iron nails are nailed into the back-ridge batten and the column cap template respectively.
Preferably, the length of the back-ridge batten is matched with the inclined vertical size of the column cap template, and the anchor ears hinged to the top ends of the vertical rods and the inclined rods are respectively fixed to the inner sides of the two ends of the top of the back-ridge batten.
Preferably, the template butt joint positions of the column cap template, the column body template and the floor slab template are subjected to chamfer splicing and are firmly nailed by iron nails.
Compared with the prior art, the beneficial effects of the utility model are that:
1. the column cap template is fixed without using counter-pulling, so that diagonal bracing is simplified, the template does not need drilling, no sawdust is generated, the method is simple and easy to implement, and the construction speed is high;
2. the vertical rods fixed by welding are matched with the inclined rods and the back-ridge battens to form a stable triangular supporting structure, the column cap template top support can bear vertical force and horizontal force at the same time, the column cap template is firmly fixed, relative displacement between the column cap templates is prevented, the column cap template top support, the column body hoop frame and the floor slab supporting frame are fixedly connected to form a whole, and quality problems of slurry leakage and the like of a rising mold are effectively avoided;
3. the down tube is that telescopic link, staple bolt articulate in pole setting and down tube top, and accessible down tube length adjustment and the articulated angle modulation of staple bolt effectively reinforce different inclination's cap template, strong adaptability.
Drawings
The above and/or other aspects and advantages of the present invention will become more apparent and more readily appreciated from the detailed description taken in conjunction with the following drawings, which are given by way of illustration only and not by way of limitation, wherein:
fig. 1 is a schematic structural view of a superelevation basement beamless slab column cap template jacking according to the utility model;
fig. 2 is the utility model relates to a structural schematic diagram of a support system that no beam slab cap template top of super high-rise basement held in the palm.
Reference numerals: 1-vertical rod, 2-disc buckle, 3-diagonal rod, 4-hoop, 401-U-shaped bending groove, 402-fixing lug, 403-hinge lug, 5-pin, 6-iron nail, 7-bracket, 8-column cap template, 9-back stupefied batten, 10-column template, 11-floor template, 12-column hoop frame, 13-floor support frame and 14-transverse connecting rod.
Detailed Description
Hereinafter, embodiments of the present invention will be described with reference to the drawings, wherein the embodiments of the present invention relate to a beam-free slab-cap formwork top support for a super high-rise basement and a supporting system thereof. The embodiments described herein are specific embodiments of the present invention, and are intended to be illustrative of the concepts of the present invention, which are intended to be illustrative and exemplary, and should not be construed as limiting the scope of the embodiments of the present invention. In addition to the embodiments described herein, those skilled in the art will be able to employ other technical solutions which are obvious based on the disclosure of the claims and the specification of the present application, and these technical solutions include technical solutions which make any obvious replacement or modification for the embodiments described herein.
In the description of the present invention, it should be noted that the terms "top", "bottom", "upper", "lower", "inner", "outer", and the like indicate orientations or positional relationships based on the orientations or positional relationships shown in the drawings, and are only for convenience of description and simplification of description, but do not indicate or imply that the device or element referred to must have a specific orientation, be constructed in a specific orientation, and be operated, and thus, should not be construed as limiting the present invention.
The drawings in the present specification are schematic views to assist in explaining the concept of the present invention, and schematically show the shapes of the respective portions and the mutual relationships thereof. It should be noted that for the sake of clarity in showing the structures of the various components of the embodiments of the present invention, the drawings are not drawn to the same scale. Like reference numerals are used to denote like parts.
The principles and features of the present invention are described below in conjunction with the following drawings, the illustrated embodiments are provided to explain the present invention and not to limit the scope of the invention. The preferred embodiments of the present invention will be described in further detail below with reference to fig. 1-2:
as shown in figure 1, the preferred top support of the super high-rise basement beamless slab column cap template of the utility model is used in cooperation with a bracket 7, and comprises a vertical rod 1, an inclined rod 3 and a hoop 4, wherein the bottom end of the vertical rod 1 is provided with a thread section matched with the bracket 7, the thread section is in threaded connection with a disc buckle 2, the inclined rod 3 is welded on the vertical rod 1, the inclined rod 3 is a telescopic rod and comprises an inner rod and an outer rod which are in threaded connection, the tops of the vertical rod 1 and the inclined rod 3 are respectively articulated with the hoop 4, the hoop 4 comprises a U-shaped bending groove 401, two ends of the opening of the U-shaped bending groove 401 are perpendicularly bent to form a fixed lug 402, the outer side of the bottom of the groove is perpendicularly provided with a hinged lug, through holes are respectively arranged on the groove walls at two sides of the U-shaped bending groove 401, the fixed lug 402 and the hinged lug 403, the tops of the vertical, the bolt 5 is loosened by screwing or loosening the bolt 5 to adjust the connection angle of the hoop 4 with the vertical rod 1 and the diagonal rod 3, the connection angle of the hoop 4 with the vertical rod 1 and the diagonal rod 3 is adjustable, the bolt 5 is screwed, the connection angle of the hoop 4 with the vertical rod 1 and the diagonal rod 3 is fixed, and when the device is used, the column cap templates 8 with different inclination angles can be effectively reinforced by adjusting the length of the diagonal rod 3 and adjusting the hinge angle of the hoop 4;
as shown in fig. 2, a support system including the above-mentioned beamless slab column cap formwork top support of the super high-rise basement further includes a column cap formwork 8, a column casing formwork 10, a floor slab formwork 11, a column casing hoop frame 12 and a floor slab support frame 13, wherein the top end of the column cap formwork 8 is hermetically connected with the floor slab formwork 11, the bottom end of the column cap formwork is hermetically connected with the column casing formwork 10, the column cap formwork top support is vertically arranged and fixed at the outer side of the column cap formwork 8 at a uniform interval to support the column cap formwork 8, the column casing hoop frame 12 is fixed around the column casing formwork 10 to tightly clamp the column casing formwork 10, the floor slab support frame 13 is fixed below the floor slab formwork 11 to support the floor slab formwork 11, and the column cap formwork top support, the column casing hoop frame 12 and the floor slab support frame 13 are fixedly connected into a whole through a transverse connecting rod;
the column cap template 8 is four trapezoidal plates and comprises two large plates and two small plates, bevel edges are sequentially spliced to form a square column cap, a column body template 10 is installed firstly during construction, elevation is led from a plate surface to ensure that the upper opening of the column body is level, an adjustment room of the elevation is left at the lower end of the column body, the column cap template 8 firstly reinforces the two large plates and then reinforces the two small plates to ensure that the large plates at the joint are pressed on the sides of the small plates, the column cap template 8 is tightly propped against each other to form a closed whole, the template butt joint positions of the column cap template 8, the column body template 10 and the floor slab template 11 are subjected to chamfer splicing and are firmly nailed by iron nails 6, the templates are tightly spliced without folding angles and are not easy to leak slurry, the quality of clear water concrete can be basically achieved, a later polishing and repairing processes are omitted, dorsal stupefied battens 9 are nailed at intervals outside the column cap template 8, the dorsal stupebs 9 are obliquely vertically arranged, and the length of the stu, the size of the hoop 4 is matched with that of the back-edge batten 9, the hoop 4 is clamped on the back-edge batten 9, the fixing lug 402 is attached to the column cap formwork 8, iron nails 6 are arranged in through holes on the ledges on two sides of the U-shaped bending groove 401 and the fixing lug 402, the iron nails 6 are respectively nailed into the back-edge batten 9 and the column cap formwork 8, and the hoops 4 hinged to the top ends of the vertical rod 1 and the inclined rod 3 are respectively fixed on the inner sides of two ends of the top of the back-edge batten 9.
The above description is only for the preferred embodiment of the present invention, and is not intended to limit the present invention, and any modifications, equivalent replacements, improvements, etc. made within the spirit and principle of the present invention should be included within the protection scope of the present invention.
Claims (7)
1. The utility model provides a no beam slab cap template top of super high-rise basement holds in palm, cooperation bracket (7) use, its characterized in that: including pole setting (1), down tube (3) and staple bolt (4), pole setting (1) bottom is equipped with the screw thread section with bracket (7) adaptation, threaded connection has the dish to detain (2) on the screw thread section, down tube (3) weld on pole setting (1), pole setting (1) and down tube (3) top articulate respectively has staple bolt (4), staple bolt (4) are including U-shaped bending groove (401), U-shaped bending groove (401) opening part both ends perpendicular ledge is outwards buckled and is formed fixed ear (402), and the tank bottom outside is equipped with articulated ear (403) perpendicularly, all be provided with the through-hole on U-shaped bending groove (401) both sides ledge, fixed ear (402), articulated ear (403).
2. The superelevation basement beamless slab column cap template jacking according to claim 1, characterized in that: in pole setting (1) and down tube (3) top articulated the through-hole on articulated ear (403) through pin (5), screw or loosen through pin (5) and realize staple bolt (4) and pole setting (1), down tube (3) angle of connection's regulation.
3. The superelevation basement beamless slab column cap template jacking according to claim 1, characterized in that: the diagonal rod (3) is a telescopic rod and comprises an inner rod and an outer rod which are in threaded connection.
4. A support system comprising the beamless slab cap formwork jacking of any one of claims 1 to 3, wherein: still include cap template (8), shaft template (10), floor template (11), shaft hoop frame (12) and floor support frame (13), cap template (8) top and floor template (11) sealing connection, bottom and shaft template (10) sealing connection, the vertical setting of cap template top support is fixed in cap template (8) outside according to even interval, withstands cap template (8), shaft hoop frame (12) are fixed in around shaft template (10), chucking shaft template (10), floor support frame (13) are fixed and are located floor template (11) below, hold floor template (11), it is fixed as an organic whole through horizontal connecting rod (14) between cap template top support, shaft hoop frame (12) and floor support frame (13).
5. A support system according to claim 4, wherein: the outer side of the column cap template (8) is nailed at intervals to form a back-stupefied batten (9), the back-stupefied batten (9) is obliquely and vertically arranged, the size of the hoop (4) is matched with that of the back-stupefied batten (9) in size, the hoop is clamped on the back-stupefied batten (9), the fixing lug (402) is tightly attached to the column cap template (8), iron nails (6) are arranged in through holes in the groove sides on the two sides of the U-shaped bending groove (401) and in the fixing lug (402), and the iron nails (6) are respectively nailed into the back-stupefied batten (9) and the column cap template (8).
6. A support system according to claim 5, wherein: the length of the back stupefied battens (9) is matched with the inclined vertical size of the column cap template (8), and the anchor ears (4) hinged to the top ends of the vertical rods (1) and the diagonal rods (3) are fixed to the inner sides of the top and the bottom of the back stupefied battens (9) respectively.
7. A support system according to claim 5, wherein: and the template butt joint positions of the column cap template (8), the column body template (10) and the floor slab template (11) are subjected to chamfer splicing and are firmly nailed by iron nails (6).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202020556959.4U CN211974318U (en) | 2020-04-15 | 2020-04-15 | Super high-rise basement does not have roof beam board cap template top and holds in palm and braced system thereof |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202020556959.4U CN211974318U (en) | 2020-04-15 | 2020-04-15 | Super high-rise basement does not have roof beam board cap template top and holds in palm and braced system thereof |
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| Publication Number | Publication Date |
|---|---|
| CN211974318U true CN211974318U (en) | 2020-11-20 |
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| Application Number | Title | Priority Date | Filing Date |
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| CN202020556959.4U Active CN211974318U (en) | 2020-04-15 | 2020-04-15 | Super high-rise basement does not have roof beam board cap template top and holds in palm and braced system thereof |
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Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN113338614A (en) * | 2021-06-07 | 2021-09-03 | 湖北全洲扬子江建设工程有限公司 | Adjustable template structure for column caps of beamless floor |
| CN113982260A (en) * | 2021-09-26 | 2022-01-28 | 浙江省一建建设集团有限公司 | Tool type formwork support for basement column cap area |
| CN114541749A (en) * | 2022-01-24 | 2022-05-27 | 中建八局广西建设有限公司 | Lower supporting template structure of bracket at ultrahigh position and construction method thereof |
-
2020
- 2020-04-15 CN CN202020556959.4U patent/CN211974318U/en active Active
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN113338614A (en) * | 2021-06-07 | 2021-09-03 | 湖北全洲扬子江建设工程有限公司 | Adjustable template structure for column caps of beamless floor |
| CN113982260A (en) * | 2021-09-26 | 2022-01-28 | 浙江省一建建设集团有限公司 | Tool type formwork support for basement column cap area |
| CN113982260B (en) * | 2021-09-26 | 2023-01-31 | 浙江省一建建设集团有限公司 | Tool type formwork support for basement column cap area |
| CN114541749A (en) * | 2022-01-24 | 2022-05-27 | 中建八局广西建设有限公司 | Lower supporting template structure of bracket at ultrahigh position and construction method thereof |
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