CN211499477U - Keel structure is consolidated to dysmorphism post - Google Patents
Keel structure is consolidated to dysmorphism post Download PDFInfo
- Publication number
- CN211499477U CN211499477U CN201922125951.2U CN201922125951U CN211499477U CN 211499477 U CN211499477 U CN 211499477U CN 201922125951 U CN201922125951 U CN 201922125951U CN 211499477 U CN211499477 U CN 211499477U
- Authority
- CN
- China
- Prior art keywords
- plate
- reinforcing
- shaped plate
- shaped
- sealing baffle
- 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.)
- Active
Links
Images
Abstract
The utility model discloses a keel structure is consolidated to dysmorphism post, including cross dysmorphism post template, cross dysmorphism post template seals the plate washer by first L type panel, second L type panel, third L type panel, fourth L type panel, first port, and the second port seals the plate washer, the third port seals the plate washer, the fourth port seals the plate washer, first gusset plate, second gusset plate third gusset plate fourth gusset plate and second steel ring and constitutes. The utility model discloses a reinforcing bar reinforced structure, the pull ring, steel ring and steel wire rope that set up can seal the plate washer to first port, second port seals the plate washer, third port seals the plate washer and seals the plate washer with fourth port and play limiting displacement, prevent that first port from sealing the plate washer, second port seals the plate washer, third port seals the plate washer and seals the plate washer with fourth port and receive concrete lateral pressure to the equidirectional mould that rises, can also play the positioning action to reinforcing bar reinforced structure, prevent that reinforcing bar reinforced structure's position from appearing shifting by a wide margin.
Description
Technical Field
The utility model relates to a construction field specifically is a keel structure is consolidated to dysmorphism post.
Background
The special-shaped column is a column with different geometric cross sections according to the requirements of building use functions and building design arrangement on the premise of meeting the requirements of structural rigidity, bearing capacity and the like, such as: t, L, Z cross-shaped column with high limb height to thick limb ratio not greater than 4. The limbs of the special-shaped column are equal or unequal in length, but the equal-limb special-shaped column is advocated. When unequal-limb special-shaped columns have to be adopted, the height ratio of two limbs of the columns is not more than 1.6, the difference of the thicknesses of the limbs is not more than 50mm, and the special-shaped columns are characterized by thin section limbs, so that a series of differences of the performance of the member and the performance of the rectangular columns, including stress, deformation, construction method and the like, are caused. The formulation is mainly aimed at the special-shaped columns with the limb thickness of 200 mm and 250 mm. The form of the limb is similar to that of a short limb, and if the limb is longer, the limb is called as the short limb, and the boundary between the limb and the short limb is difficult to divide.
In the structure work progress, cross dysmorphism post template need use twelve groups of panels to assemble, assembles the structure steadiness and is difficult to guarantee, can cause concrete lateral pressure to appear expanding the mould phenomenon to the equidirectional dispersion when cross dysmorphism post concrete placement, and in addition, the skew appears easily in steel reinforcement structure's position, has adverse effect to the quality after the dysmorphism post shaping, for this reason, we have provided a dysmorphism post reinforcement keel structure.
SUMMERY OF THE UTILITY MODEL
The to-be-solved technical problem of the utility model is to overcome current defect, provide a keel structure is consolidated to dysmorphism post, can effectively solve the problem in the background art.
In order to achieve the above object, the utility model provides a following technical scheme: the utility model provides a special-shaped post reinforcement keel structure, includes cross special-shaped post template, cross special-shaped post template seals the plate washer by first L type panel, second L type panel, third L type panel, fourth L type panel, first port, second port, and third port seals the plate washer, fourth port seals the plate washer, first gusset plate, second gusset plate third gusset plate fourth gusset plate and second steel ring and constitutes, the inside of cross special-shaped post template is provided with reinforcing bar reinforced structure, be provided with first anchor clamps between first L type panel and the second L type panel, be provided with the second anchor clamps between first L type panel and the third L type panel, be provided with the third anchor clamps between second L type panel and the fourth L type panel, be provided with the fourth anchor clamps between third L type panel and the fourth L type panel.
Preferably, the first port sealing baffle is fixedly installed between the first L-shaped plate and the second L-shaped plate through an iron nail, the second port sealing baffle is fixedly installed between the first L-shaped plate and the third L-shaped plate through an iron nail, the third port sealing baffle is fixedly installed between the second L-shaped plate and the fourth L-shaped plate through an iron nail, and the fourth port sealing baffle is fixedly installed between the third L-shaped plate and the fourth L-shaped plate through an iron nail.
Preferably, the first reinforcing plate is located in a right-angle area of the first L-shaped plate, the second reinforcing plate is located in a right-angle area of the second L-shaped plate, the third reinforcing plate is located in a right-angle area of the third L-shaped plate, and the fourth reinforcing plate is located in a right-angle area of the fourth L-shaped plate.
Preferably, the reinforcing structure of reinforcing bar comprises rectangle hoop, reinforcing bar and cross reinforcement frame, the quantity of reinforcing bar is four groups, the reinforcing bar distributes in the inboard right angle region of rectangle hoop, pass through welded fastening between reinforcing bar and the rectangle hoop.
Preferably, the cross reinforcing frame comprises a first steel ring, a longitudinal reinforcing rib and a transverse reinforcing rib, the middle of the longitudinal reinforcing rib and the middle of the transverse reinforcing rib are fixed by welding, the cross reinforcing frame further comprises a steel wire rolling belt, and the longitudinal reinforcing rib and the transverse reinforcing rib are fixedly connected with the rectangular steel hoop through the steel wire rolling belt.
Preferably, the outer surfaces of one sides, close to the reinforcing structure, of the first port sealing baffle, the second port sealing baffle, the third port sealing baffle and the fourth port sealing baffle are fixedly provided with second steel rings, the two ends of the longitudinal reinforcing rib and the two ends of the transverse reinforcing rib are fixedly welded with first steel rings, and a steel wire rope is arranged between the first steel rings and the second steel rings.
Preferably, the first L-shaped plate, the second L-shaped plate, the third L-shaped plate and the fourth L-shaped plate are formed by combining two groups of plates, and the two groups of plates are bonded and fixed through a strong adhesive.
Preferably, the first L-shaped plate, the second L-shaped plate, the third L-shaped plate, the fourth L-shaped plate, the first reinforcing plate, the second reinforcing plate, the third reinforcing plate and the fourth reinforcing plate are all in an L-shaped structure, the transverse portion and the longitudinal portion of the first reinforcing plate are detachably connected with the transverse portion and the longitudinal portion of the first L-shaped plate through bolts, the transverse portion and the longitudinal portion of the second reinforcing plate are detachably connected with the transverse portion and the longitudinal portion of the second L-shaped plate through bolts, the transverse portion and the longitudinal portion of the third reinforcing plate are detachably connected with the transverse portion and the longitudinal portion of the third L-shaped plate through bolts, and the transverse portion and the longitudinal portion of the fourth reinforcing plate are detachably connected with the transverse portion and the longitudinal portion of the fourth L-shaped plate through bolts.
Preferably, the first fixture, the second fixture, the third fixture and the fourth fixture are all composed of threaded rods, limiting blocks, nuts and movable clamping jaws, the limiting blocks, the nuts and the movable clamping jaws are two groups in number, the limiting blocks are welded and fixed at two ends of the threaded rods, the nuts are installed on the threaded rods in a threaded mode, the movable clamping jaws are movably sleeved on the threaded rods, the nuts are located between the two groups of limiting blocks, and the movable clamping jaws are located between the two groups of nuts.
Compared with the prior art, the beneficial effects of the utility model are that:
1. the utility model discloses a first L type panel that sets up, second L type panel, third L type panel and fourth L type panel, first L type panel, second L type panel, third L type panel and fourth L type panel all adopt the mode of pre-assembling to accomplish the installation, and, first L type panel, second L type panel, install first gusset plate respectively in third L type panel and the fourth L type panel structure, the second gusset plate, the third gusset plate, the fourth gusset plate, improve first L type panel, second L type panel, the stability of third L type panel and fourth L type panel structure, make its non-deformable, at job site direct and first port seal plate washer, second port seal plate washer, third port seal plate washer, fourth port seal plate washer is assembled, only eight group's structures are assembled, the degree of difficulty is low, be convenient for operate.
2. The utility model discloses a reinforcing steel bar reinforced structure, pull ring, steel ring and steel wire rope through setting up, reinforcing steel bar reinforced structure comprises rectangle hoop, reinforcing steel bar and cross reinforcement frame, this structure and cross dysmorphism post matching degree are high, and, the first steel ring in the cross reinforcement frame structure seals the plate washer with first port, second port seals the plate washer, third port seals the plate washer, the second steel ring in the fourth port plate washer structure is connected through the steel wire rope, and direct connection exists between reinforcing steel bar reinforced structure and the cross dysmorphism post template, in the process of cross dysmorphism post concrete placement, reinforcing steel bar reinforced structure seals the plate washer with the fourth port through the steel wire rope to first port, second port seals the plate washer, third port seals the plate washer and the fourth port and seals the plate washer and plays the limiting displacement, prevents that first port seals the plate washer, second port and third port and the plate washer and the fourth port plate washer and receives concrete lateral pressure and rises to the not equidirectional dispersion appearance mould, otherwise, the first port sealing baffle, the second port sealing baffle, the third port sealing baffle and the fourth port sealing baffle play a role in positioning the reinforcing steel bar structure through steel wire ropes, so that the position of the reinforcing steel bar structure is prevented from greatly deviating.
Drawings
Fig. 1 is a schematic view of the overall structure of the present invention;
FIG. 2 is a schematic structural view of the cross-shaped special-shaped column template of the present invention;
FIG. 3 is a schematic structural view of the reinforcement structure of the present invention;
FIG. 4 is a schematic structural view of the cross-shaped reinforcing frame of the present invention;
fig. 5 is an enlarged view of a in fig. 1 according to the present invention;
fig. 6 is an enlarged view of B in fig. 3 according to the present invention;
fig. 7 is a schematic structural view of the clamp of the present invention;
in the figure: 1. a cross-shaped special-shaped column template; 2. reinforcing the structure with steel bars; 3. a first clamp; 4. a second clamp; 5. a third clamp; 6. a fourth clamp; 7. a steel wire rope; 8. rolling a steel wire strip; 11. a first L-shaped sheet material; 12. a second L-shaped sheet; 13. a third L-shaped sheet material; 14. a fourth L-shaped sheet; 15. a first port sealing baffle plate; 16. a second port sealing baffle plate; 17. a third port seal baffle; 18. a fourth port sealing baffle plate; 19. a first reinforcing plate; 110. a second reinforcing plate; 111. a third reinforcing plate; 112. a fourth reinforcing plate; 113. a second steel ring; 21. a rectangular steel hoop; 22. reinforcing steel bars; 23. a cross reinforcement frame; 231. a first steel ring; 232. longitudinal reinforcing ribs; 233. transverse reinforcing ribs; 31. a threaded rod; 32. a limiting block; 33. a nut; 34. a movable clamping jaw.
Detailed Description
In order to make the technical means, creation features, achievement purposes and functions of the present invention easy to understand, the present invention is further described below with reference to the following embodiments.
In the description of the present invention, it should be noted that the terms "upper", "lower", "inner", "outer", "front end", "rear end", "both ends", "one end", "the other end" 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 to which the reference is made 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. Furthermore, the terms "first" and "second" are used for descriptive purposes only and are not to be construed as indicating or implying relative importance.
In the description of the present invention, it is to be noted that, unless otherwise explicitly specified or limited, the terms "mounted," "disposed," "connected," and the like are to be construed broadly, and for example, "connected" may be either fixedly connected or detachably connected, or integrally connected; can be mechanically or electrically connected; they may be connected directly or indirectly through intervening media, or they may be interconnected between two elements. The specific meaning of the above terms in the present invention can be understood in specific cases to those skilled in the art.
The technical solutions in the embodiments of the present invention will be described clearly and completely with reference to the accompanying drawings in the embodiments of the present invention, and it is obvious that the described embodiments are only some embodiments of the present invention, not all embodiments. Based on the embodiments in the present invention, all other embodiments obtained by a person skilled in the art without creative work belong to the protection scope of the present invention.
Referring to fig. 1-7, the present invention provides a technical solution: a special-shaped column reinforced keel structure comprises a cross special-shaped column template 1, wherein the cross special-shaped column template 1 consists of a first L-shaped plate 11, a second L-shaped plate 12, a third L-shaped plate 13, a fourth L-shaped plate 14, a first port sealing baffle 15, a second port sealing baffle 16, a third port sealing baffle 17, a fourth port sealing baffle 18, a first reinforcing plate 19, a second reinforcing plate 110, a third reinforcing plate 111, a fourth reinforcing plate 112 and a second steel ring 113, a steel bar reinforced structure 2 is arranged inside the cross special-shaped column template 1, a first clamp 3 is arranged between the first L-shaped plate 11 and the second L-shaped plate 12, a second clamp 4 is arranged between the first L-shaped plate 11 and the third L-shaped plate 13, a third clamp 5 is arranged between the second L-shaped plate 12 and the fourth L-shaped plate 14, a fourth clamp 6 is arranged between the third L-shaped plate 13 and the fourth L-shaped plate 14, first anchor clamps 3, second anchor clamps 4, third anchor clamps 5 and fourth anchor clamps 6 play the clamping action to cross dysmorphism post template 1, prevent that cross dysmorphism post template 1 component structure from appearing warping by a wide margin in concrete placement process.
The first L-shaped plate 11, the second L-shaped plate 12, the third L-shaped plate 13 and the fourth L-shaped plate 14 are all installed in a pre-assembling mode, the first port sealing baffle 15, the second port sealing baffle 16, the third port sealing baffle 17 and the fourth port sealing baffle 18 are directly assembled on the construction site, only eight groups of structures are assembled, the assembling difficulty is low, the operation is convenient, in the embodiment, preferably, the first port sealing baffle 15 is fixedly installed between the first L-shaped plate 11 and the second L-shaped plate 12 through iron nails, the second port sealing baffle 16 is fixedly installed between the first L-shaped plate 11 and the third L-shaped plate 13 through iron nails, the third port sealing baffle 17 is fixedly installed between the second L-shaped plate 12 and the fourth L-shaped plate 14 through iron nails, and the fourth port sealing baffle 18 is fixedly installed between the third L-shaped plate 13 and the fourth L-shaped plate 14 through iron nails.
In the pouring process of cross dysmorphism post, reinforcing bar reinforced structure 2 becomes as an organic whole with the concrete knot, reinforcing bar reinforced structure 2 mainly plays tensile effect, improves the stability of cross dysmorphism post structure, in this embodiment, preferably, reinforcing bar reinforced structure 2 comprises rectangle hoop 21, reinforcing bar 22 and cross reinforcement frame 23, and the quantity of reinforcing bar 22 is four groups, and reinforcing bar 22 distributes in the inboard right angle region of rectangle hoop 21, through welded fastening between reinforcing bar 22 and the rectangle hoop 21.
The design of the cross reinforcing frame 23 makes the matching degree of the reinforcing steel bar structure 2 and the cross special-shaped column higher, in the embodiment, preferably, the cross reinforcing frame 23 is composed of a first steel ring 231, a longitudinal reinforcing rib 232 and a transverse reinforcing rib 233, the middle part of the longitudinal reinforcing rib 232 and the middle part of the transverse reinforcing rib 233 are fixed by welding, the cross reinforcing frame 23 further comprises a steel wire rolling strip 8, and the longitudinal reinforcing rib 232 and the transverse reinforcing rib 233 are both fixedly connected with the rectangular steel hoop 21 through the steel wire rolling strip 8.
The reinforcing steel bar reinforced structure 2 is directly connected with the cross special-shaped column template 1, in the subsequent process of pouring the cross special-shaped column concrete, the reinforcing steel bar reinforced structure 2 plays a role in limiting the first port sealing baffle plate 15, the second port sealing baffle plate 16, the third port sealing baffle plate 17 and the fourth port sealing baffle plate 18 through the steel wire rope 7, the first port sealing baffle plate 15, the second port sealing baffle plate 16, the third port sealing baffle plate 17 and the fourth port sealing baffle plate 18 are prevented from being subjected to the concrete lateral pressure and dispersing in different directions to form expansion dies, otherwise, the first port sealing baffle plate 15, the second port sealing baffle plate 16, the third port sealing baffle plate 17 and the fourth port sealing baffle plate 18 play a role in positioning the reinforcing steel bar reinforced structure 2 through the steel wire rope 7, and the position of the reinforcing steel bar reinforced structure 2 is prevented from greatly deviating The outer surfaces of one sides of the third port sealing baffle 17 and the fourth port sealing baffle 18 close to the reinforcing steel bar reinforcing structure 2 are fixedly provided with second steel rings 113, the two ends of the longitudinal reinforcing rib 232 and the transverse reinforcing rib 233 are fixedly welded with first steel rings 231, and a steel wire rope 7 is arranged between the first steel rings 231 and the second steel rings 113.
First L type panel 11, second L type panel 12, third L type panel 13 and fourth L type panel 14 are prefabricated, in follow-up equipment, reduce the assembly degree of difficulty, the operation of being convenient for, and in this embodiment, preferred, first L type panel 11, second L type panel 12, third L type panel 13 and fourth L type panel 14 are formed by two sets of panel combinations, and it is fixed to pass through the bonding of powerful adhesive between two sets of panels.
In this embodiment, preferably, the first, second, third and fourth reinforcing plates 11, 12, 13, 14 are all L-shaped structures, the transverse portion and the longitudinal portion of the first reinforcing plate 19 are detachably connected to the transverse portion and the longitudinal portion of the first L-shaped plate 11 through bolts, the transverse portion and the longitudinal portion of the second reinforcing plate 110 are detachably connected to the transverse portion and the longitudinal portion of the second L-shaped plate 12 through bolts, and the transverse portion and the longitudinal portion of the third reinforcing plate 111 are detachably connected to the transverse portion and the longitudinal portion of the second L-shaped plate 12 through bolts, The longitudinal portions are detachably connected to the transverse portions and the longitudinal portions of the third L-shaped plate 13 by bolts, and the transverse portions and the longitudinal portions of the fourth reinforcing plate 112 are detachably connected to the transverse portions and the longitudinal portions of the fourth L-shaped plate 14 by bolts.
First anchor clamps 3, second anchor clamps 4, movable clamping jaw 34 in third anchor clamps 5 and the structure of fourth anchor clamps 6 presss from both sides tightly cross dysmorphism post template 1, nut 33 is locked, can prevent that cross dysmorphism post template 1 from appearing warping by a wide margin, in the embodiment, preferably, first anchor clamps 3, second anchor clamps 4, third anchor clamps 5 and fourth anchor clamps 6 are by threaded rod 31, stopper 32, nut 33 and movable clamping jaw 34 are constituteed, stopper 32, nut 33 and movable clamping jaw 34's quantity is two sets of, stopper 32 welded fastening is in the both ends of threaded rod 31, nut 33 threaded mounting is on threaded rod 31, movable clamping jaw 34 activity suit is on threaded rod 31, nut 33 is located between two sets of stopper 32, movable clamping jaw 34 is located between two sets of nuts 33.
The utility model discloses a theory of operation and use flow: before use, prefabrication and assembly of a first L-shaped plate 11, a second L-shaped plate 12, a third L-shaped plate 13 and a fourth L-shaped plate 14 are completed, a first reinforcing plate 19, a second reinforcing plate 110, a third reinforcing plate 111 and a fourth reinforcing plate 112 are respectively arranged in the structures of the first L-shaped plate 11, the second L-shaped plate 12, the third L-shaped plate 13 and the fourth L-shaped plate 14, the stability of the structures of the first L-shaped plate 11, the second L-shaped plate 12, the third L-shaped plate 13 and the fourth L-shaped plate 14 can be improved, the structures are not easy to deform, the structural components of the reinforcing steel bar structure 2 are assembled, four groups of reinforcing steel bars 22 are welded and fixed in the inner side area of the rectangular steel hoop 21, the longitudinal reinforcing bars 232 and the transverse reinforcing bars 233 are fixed on the rectangular steel hoop 21 through the steel wire right-angle rolling belts 8, the assembly of the reinforcing steel bar structure 2 is completed, when the reinforcing steel bar structure is used, determining a cross special-shaped column pouring point, vertically fixing the reinforcing steel bar reinforcing structure 2 at the cross special-shaped column pouring point, surrounding a first L-shaped plate 11, a second L-shaped plate 12, a third L-shaped plate 13 and a fourth L-shaped plate 14 at fixed points on the outer side of the reinforcing steel bar reinforcing structure 2, assembling a first port sealing baffle 15, a second port sealing baffle 16, a third port sealing baffle 17 and a fourth port sealing baffle 18 on the first L-shaped plate 11, the second L-shaped plate 12, the third L-shaped plate 13 and the fourth L-shaped plate 14 to complete the assembly of the cross special-shaped column template 1, respectively binding two ends of a steel wire rope 7 on a second steel ring 113 and a first special-shaped steel ring 231, so that the reinforcing steel bar reinforcing structure 2 is directly connected with the cross column template 1, and in the subsequent cross special-shaped column pouring process, the reinforcing steel bar reinforcing structure 2 performs concrete pouring on the first port sealing baffle 15, the first L-shaped column sealing baffle 15 and the fourth port sealing baffle 7, The second port sealing baffle plate 16, the third port sealing baffle plate 17 and the fourth port sealing baffle plate 18 play a limiting role, the first port sealing baffle plate 15, the second port sealing baffle plate 16, the third port sealing baffle plate 17 and the fourth port sealing baffle plate 18 are prevented from being dispersed to different directions by the lateral pressure of concrete to generate mold expansion, otherwise, the first port sealing baffle plate 15, the second port sealing baffle plate 16, the third port sealing baffle plate 17 and the fourth port sealing baffle plate 18 play a role in positioning the reinforcing steel bar reinforcing structure 2 through a steel wire rope 7 to prevent the position of the reinforcing steel bar reinforcing structure 2 from greatly deviating, movable clamping jaws 34 in the structures of the first clamp 3, the second clamp 4, the third clamp 5 and the fourth clamp 6 clamp four groups of end parts of the special-shaped cross column template 1, nuts 33 lock the movable clamping jaws 34, concrete is injected into the top opening of the special-shaped cross column template 1 to wait for the solidification and molding of the concrete, after the concrete is cured and formed, firstly, the nuts 33 are unscrewed, the first clamp 3, the second clamp 4, the third clamp 5 and the fourth clamp 6 are disassembled, then, bolts for fixing the first reinforcing plate 19, the second reinforcing plate 110, the third reinforcing plate 111 and the fourth reinforcing plate 112 are unscrewed, the first reinforcing plate 19, the second reinforcing plate 110, the third reinforcing plate 111 and the fourth reinforcing plate 112 are disassembled, the first L-shaped plate 11, the second L-shaped plate 12, the third L-shaped plate 13, the fourth L-shaped plate 14, the first port sealing baffle plate 15, the second port sealing baffle plate 16, the third port sealing baffle plate 17 and the fourth port sealing baffle plate 18 are disassembled in a violent disassembling mode, the demolding is completed, wherein the connecting point of the steel wire rope 7 and the second steel ring 113 is disconnected, the steel wire rope 7 is left in the concrete structure, a concave groove with a shape similar to that of the second steel ring 113 appears at the position, and cement paste is adopted for leveling subsequently.
Although embodiments of the present invention have been shown and described, it will be appreciated by those skilled in the art that changes, modifications, substitutions and alterations can be made in these embodiments without departing from the principles and spirit of the invention, the scope of which is defined in the appended claims and their equivalents.
Claims (9)
1. The utility model provides a keel structure is consolidated to dysmorphism post, includes cross dysmorphism post template (1), its characterized in that: the crossed special-shaped column template (1) is composed of a first L-shaped plate (11), a second L-shaped plate (12), a third L-shaped plate (13), a fourth L-shaped plate (14), a first end opening sealing baffle plate (15), a second end opening sealing baffle plate (16), a third end opening sealing baffle plate (17), a fourth end opening sealing baffle plate (18), a first reinforcing plate (19), a second reinforcing plate (110), a third reinforcing plate (111), a fourth reinforcing plate (112) and a second steel ring (113), a reinforcing steel bar reinforcing structure (2) is arranged inside the crossed special-shaped column template (1), a first clamp (3) is arranged between the first L-shaped plate (11) and the second L-shaped plate (12), a second clamp (4) is arranged between the first L-shaped plate (11) and the third L-shaped plate (13), and a third clamp (5) is arranged between the second L-shaped plate (12) and the fourth L-shaped plate (14), and a fourth clamp (6) is arranged between the third L-shaped plate (13) and the fourth L-shaped plate (14).
2. The special-shaped column reinforced keel structure according to claim 1, wherein: the first port sealing baffle plate (15) is fixedly installed between the first L-shaped plate (11) and the second L-shaped plate (12) through iron nails, the second port sealing baffle plate (16) is fixedly installed between the first L-shaped plate (11) and the third L-shaped plate (13) through iron nails, the third port sealing baffle plate (17) is fixedly installed between the second L-shaped plate (12) and the fourth L-shaped plate (14) through iron nails, and the fourth port sealing baffle plate (18) is fixedly installed between the third L-shaped plate (13) and the fourth L-shaped plate (14) through iron nails.
3. The special-shaped column reinforced keel structure according to claim 1, wherein: the first reinforcing plate (19) is located in a right-angle area of the first L-shaped plate (11), the second reinforcing plate (110) is located in a right-angle area of the second L-shaped plate (12), the third reinforcing plate (111) is located in a right-angle area of the third L-shaped plate (13), and the fourth reinforcing plate (112) is located in a right-angle area of the fourth L-shaped plate (14).
4. The special-shaped column reinforced keel structure according to claim 1, wherein: reinforcing bar reinforced structure (2) comprise rectangle hoop (21), reinforcing bar (22) and cross reinforcement frame (23), the quantity of reinforcing bar (22) is four groups, reinforcing bar (22) distribute in the inboard right angle region of rectangle hoop (21), through welded fastening between reinforcing bar (22) and rectangle hoop (21).
5. The profiled pole reinforcing keel structure of claim 4, wherein: the cross reinforcing frame (23) is composed of a first steel ring (231), longitudinal reinforcing ribs (232) and transverse reinforcing ribs (233), the middle parts of the longitudinal reinforcing ribs (232) and the middle parts of the transverse reinforcing ribs (233) are fixed through welding, the cross reinforcing frame (23) further comprises a steel wire rolling strip (8), and the longitudinal reinforcing ribs (232) and the transverse reinforcing ribs (233) are fixedly connected with the rectangular steel hoops (21) through the steel wire rolling strip (8).
6. The profiled pole reinforcing keel structure of claim 5, wherein: the first port sealing baffle plate (15), the second port sealing baffle plate (16), the third port sealing baffle plate (17) and the fourth port sealing baffle plate (18) are fixedly provided with second steel rings (113) on the outer surface of one side close to the reinforcing steel bar reinforcing structure (2), the two ends of the longitudinal reinforcing rib (232) and the transverse reinforcing rib (233) are fixedly welded with first steel rings (231), and a steel wire rope (7) is arranged between the first steel rings (231) and the second steel rings (113).
7. The special-shaped column reinforced keel structure according to claim 1, wherein: the first L-shaped plate (11), the second L-shaped plate (12), the third L-shaped plate (13) and the fourth L-shaped plate (14) are formed by combining two groups of plates, and the two groups of plates are bonded and fixed through a strong adhesive.
8. The special-shaped column reinforced keel structure according to claim 3, wherein: the first L-shaped plate (11), the second L-shaped plate (12), the third L-shaped plate (13), the fourth L-shaped plate (14), the first reinforcing plate (19), the second reinforcing plate (110), the third reinforcing plate (111) and the fourth reinforcing plate (112) are all L-shaped structures, the transverse part and the longitudinal part of the first reinforcing plate (19) are detachably connected with the transverse part and the longitudinal part of the first L-shaped plate (11) through bolts, the transverse part and the longitudinal part of the second reinforcing plate (110) are detachably connected with the transverse part and the longitudinal part of the second L-shaped plate (12) through bolts, the transverse part and the longitudinal part of the third reinforcing plate (111) are connected with the transverse part and the longitudinal part of the third L-shaped plate (13) through bolts, and the transverse part and the longitudinal part of the fourth reinforcing plate (112) are connected with the transverse part and the longitudinal part of the fourth L-shaped plate (14) through bolts, The longitudinal parts are detachably connected.
9. The special-shaped column reinforced keel structure according to claim 3, wherein: first anchor clamps (3), second anchor clamps (4), third anchor clamps (5) and fourth anchor clamps (6) constitute by threaded rod (31), stopper (32), nut (33) and activity clamping jaw (34), the quantity of stopper (32), nut (33) and activity clamping jaw (34) is two sets of, stopper (32) welded fastening is in the both ends of threaded rod (31), nut (33) threaded mounting is on threaded rod (31), activity clamping jaw (34) activity suit is on threaded rod (31), nut (33) are located between two sets of stoppers (32), activity clamping jaw (34) are located between two sets of nuts (33).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201922125951.2U CN211499477U (en) | 2019-12-02 | 2019-12-02 | Keel structure is consolidated to dysmorphism post |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201922125951.2U CN211499477U (en) | 2019-12-02 | 2019-12-02 | Keel structure is consolidated to dysmorphism post |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN211499477U true CN211499477U (en) | 2020-09-15 |
Family
ID=72412736
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201922125951.2U Active CN211499477U (en) | 2019-12-02 | 2019-12-02 | Keel structure is consolidated to dysmorphism post |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN211499477U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN113152789A (en) * | 2021-05-13 | 2021-07-23 | 郭良红 | High-strength building concrete column pouring construction method |
-
2019
- 2019-12-02 CN CN201922125951.2U patent/CN211499477U/en active Active
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN113152789A (en) * | 2021-05-13 | 2021-07-23 | 郭良红 | High-strength building concrete column pouring construction method |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN110886433A (en) | Keel structure is consolidated to dysmorphism post | |
| CN211499477U (en) | Keel structure is consolidated to dysmorphism post | |
| CN109763641A (en) | A kind of modular member and assembling method of building template | |
| CN209453864U (en) | It is a kind of for producing the tensioning equipment of composite beam or superimposed sheet | |
| CN111877752B (en) | Reinforcing system of building template and construction method thereof | |
| CN111042375B (en) | Prefabricated assembled recycled concrete wallboard | |
| CN210117927U (en) | Combined steel formwork for concrete beam with large cross section | |
| CN210289132U (en) | Cross-shaped constructional column combined type aluminum alloy template assembly | |
| CN206752855U (en) | A kind of adjustable frame post reinforcing bar spacer ferrule | |
| CN203937017U (en) | Stretch-draw assembly for the production of end-plate-free prestressed-concrete pile | |
| CN100334312C (en) | Detachable building form component unit and construction method of building form frame | |
| CN210858003U (en) | Aluminum alloy template beam with buckle device | |
| CN210483025U (en) | Giant cross-section column formwork split-free detachable reinforcing device | |
| CN211947965U (en) | Cast-in-situ continuous box girder internal mold | |
| CN209907927U (en) | Assembled beam column node mold sealing system capable of being installed and dismantled quickly | |
| CN214941592U (en) | Bamboo wood-concrete compoboard that steel is connected | |
| CN219732758U (en) | Reinforcing and supporting structure for building engineering | |
| CN205591551U (en) | Novel concrete member template clip | |
| CN211081009U (en) | Reinforcing system for external corner template | |
| CN216196610U (en) | Integral fixture for beam side wall | |
| CN218264919U (en) | Steel frame type formwork | |
| CN109930821A (en) | Cylindrical frame structure mould | |
| CN214006442U (en) | Special-shaped aluminum template supporting system | |
| CN215717210U (en) | Square column steel formwork component for building | |
| CN213890459U (en) | Assembled prefabricated column mould |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant |