CN218264972U - Frame shear wall column root's leak protection thick liquid device - Google Patents
Frame shear wall column root's leak protection thick liquid device Download PDFInfo
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- CN218264972U CN218264972U CN202223285314.XU CN202223285314U CN218264972U CN 218264972 U CN218264972 U CN 218264972U CN 202223285314 U CN202223285314 U CN 202223285314U CN 218264972 U CN218264972 U CN 218264972U
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Abstract
The utility model relates to a reinforced (rfd) technical field in wood pattern system wall post template bottom, a leak protection thick liquid device of frame shear force wall column root is including the L type angle steel that is located big cross-section frame template root all around, the template is placed on L type angle steel, the longitudinal face and the big cross-section frame side of L type angle steel offset, the transverse face and the ground of L type angle steel offset, place the fixed square plate that one side and template offset on L type angle steel, the top that has supported the horizontal support of fixed square plate bottom at the lateral surface of fixed square plate is supported and is held in the palm adjusting part, the top is held in the palm the chassis that adjusting part includes that one end inserts full hall scaffold, the one end of first lead screw is fixed with the one end that the top held in the palm, the other end that the top held in the palm offsets with fixed square plate, first adjusting nut has been cup jointed on the other end on chassis, insert in the chassis after the other end of first lead screw runs through first adjusting nut, and first adjusting nut threaded connection carry out horizontal expansion in the chassis along with first adjusting nut rotation. This structure can avoid leaking the thick liquid.
Description
Technical Field
The utility model relates to a reinforced (rfd) technical field in wood pattern system wall post template bottom, in particular to leak protection thick liquid device of frame shear force wall column root.
Background
The frame shear wall structure is also called a frame shear structure, a certain number of shear walls are arranged in the frame structure to form a flexible and free use space, the requirements of different building functions are met, and meanwhile, the frame shear wall structure has enough shear walls and strong deformation resistance under the action of horizontal loads (wind load and horizontal earthquake force). The frame shear wall structure is characterized in that a beam column in the frame structure is replaced by a reinforced concrete wallboard, internal force caused by various loads can be borne, and the horizontal force of the structure can be effectively controlled. The problems of slurry leakage and root rot easily occur at the root part (namely the bottom) of a frame column of an existing frame shear wall structure during concrete pouring, or the problems of deformation or unevenness of the bottom of the final frame shear wall structure caused by the phenomena of mold expansion and mold explosion of the root part of wood mold body series concrete in the pouring process occur.
SUMMERY OF THE UTILITY MODEL
To the above-mentioned problem that prior art exists, the to-be-solved technical problem of the utility model is: at present, when the frame column concrete is poured, the problems of slurry leakage and root rot easily occur at the column root (namely the bottom), or the phenomena of root expansion and mold explosion of wood mold body series concrete in the pouring process occur, and finally the bottom of the final frame shear wall structure is deformed or uneven.
In order to solve the technical problem, the utility model discloses a frame shear wall column root's leak protection thick liquid device, including the L type angle steel that is located big cross-section frame template root all around, its characterized in that: the template is placed L type angle steel on, the longitudinal face and the big cross-section frame side of L type angle steel offset, the horizontal face and the ground of L type angle steel offset the fixed square plate that one side and template offset has been placed on the L type angle steel, offset the top of having supported the horizontal support adjusting part to fixed square plate bottom in the lateral surface of fixed square plate mutually, top support adjusting part include that one end inserts chassis, first lead screw, first adjusting nut and the top in full hall scaffold frame and hold in the palm, the one end of first lead screw with the one end of top support fixed, the other end and the fixed square plate of top support offset, first adjusting nut has been cup jointed on the other end of chassis, the other end of first lead screw inserts in the chassis after running through first adjusting nut, and first lead screw and first adjusting nut threaded connection carry out horizontal flexible in the chassis along with first adjusting nut is rotatory.
As preferably, in order to avoid the top to lean out, be provided with more than a set of and can empty spacing the spacing subassembly of adjusting on to fixed square slab top between two fixed square slabs that the opposite direction set up, the spacing subassembly of adjusting on every group includes that two opposite directions are placed the clamp plate that corresponds the fixed square slab outside and run through two second lead screws of two opposite direction clamp plates, and two second lead screws are located the outside of large cross section frame respectively, are provided with two threaded connection's second adjusting nut on the second lead screw, second adjusting nut offsets with the lateral surface of the clamp plate that corresponds.
Preferably, in order to further limit the fixed square plate and avoid the inclination of the fixed square plate, two positioning rods located above and below the second screw rod are abutted to the inner side face of each pressing plate, and the positioning rods are abutted to the outer side face of the fixed square plate.
Preferably, the L-shaped angle steel has a length of 50mm, a width of 50mm and a height of 3mm.
Preferably, the jacking adjustment assembly is solid.
Compared with the prior art, the utility model discloses at least, following advantage has:
1. the structure is characterized in that L-shaped angle steel, a fixed square plate and a jacking adjusting assembly for fastening the fixed square plate are additionally arranged on the periphery of the root part of a large-section frame to form a template fastening adjusting slurry leakage preventing mechanism which is detachable and arranged in bilateral symmetry, so that uniform stress on two sides is ensured, and the phenomena of root part mold expansion and mold explosion of wood mold body system concrete in the pouring process are avoided; and the top support is utilized for fastening, no gap exists, and the problems of slurry leakage and root rot of the large-section frame during grouting can be avoided.
2. And meanwhile, the detachable anti-leakage mortar is convenient to disassemble and can be repeatedly used, and compared with the traditional mortar blocking method for the side edge, the detachable anti-leakage mortar has the advantages of simple structure, convenience in installation and quality control, and saves mortar materials and cleaning labor cost.
Drawings
Fig. 1 is a longitudinal cross-sectional view of a grout leakage prevention device at the root of a frame shear wall column in the embodiment 1.
Fig. 2 is a schematic transverse cross-sectional view of the frame shear wall column in this embodiment 1, in which the upper adjustment limiting assemblies arranged on the left and right are transversely cut.
Fig. 3 is a schematic transverse cross-sectional view of the frame shear wall column in this embodiment 1, in which the upper adjustment limiting assemblies arranged in front and behind are transversely cut.
In the figure, the steel plate comprises L-shaped angle steel 1, a template 2, a longitudinal surface 1-2, a transverse surface 1-1, a fixed square plate 3, a jacking adjusting component 4, a chassis 4-1, a first screw rod 4-2, a first adjusting nut 4-3, a jacking 4-4, an upper adjusting limiting component 5, a pressing plate 5-1, a second screw rod 5-2, a second adjusting nut 5-3, a positioning rod 5-4, a large-section frame 6 and a full-hall scaffold 7.
Detailed Description
The technical solution in the embodiment of the present invention will be clearly and completely described below with reference to the accompanying drawings in the embodiment of the present invention; obviously, the described embodiments are only a part of the embodiments of the present invention, and not all embodiments, and all other embodiments obtained by those skilled in the art without any inventive work are within the scope of the present invention based on the embodiments of the present invention.
In the description of the present invention, it should be noted that the terms "upper", "lower", "inner", "outer", "top/bottom", 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. 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", "provided", "sleeved/connected", "connected", and the like are to be understood in a broad sense, such as "connected", which may be fixedly connected, detachably connected, or integrally connected; can be mechanically or electrically connected; the two components can be directly connected or indirectly connected through an intermediate medium, and the two components can be communicated with each other; the specific meaning of the above terms in the present invention can be understood in specific cases to those skilled in the art.
Example 1:
referring to fig. 1-3, a leak protection thick liquid device of frame shear wall column root is including the L type angle steel 1 that is located 2 roots of template around the 6 big section frames, its characterized in that: the formwork 2 is placed on the L-shaped angle steel 1, a longitudinal face 1-2 of the L-shaped angle steel 1 abuts against a side face of a large-section frame, a transverse face 1-1 of the L-shaped angle steel 1 abuts against the ground, a fixed square plate 3 with one face abutting against the formwork 2 is placed on the L-shaped angle steel 1, a jacking adjusting assembly 4 transversely supporting the bottom of the fixed square plate 3 abuts against the outer side face of the fixed square plate 3, the jacking adjusting assembly 4 comprises a base plate 4-1 with one end inserted into a full hall scaffold 7, a first screw rod 4-2, a first adjusting nut 4-3 and a jacking 4-4, one end of the first screw rod 4-2 is fixed with one end of the jacking 4-4, the other end of the jacking 4-4 abuts against the fixed square plate 3, a first adjusting nut 4-3 is sleeved on the other end of the base plate 4-1, the other end of the first screw rod 4-2 penetrates through the first adjusting nut 4-3 and then is inserted into the base plate 4-1, and the first adjusting nut 4-3 is connected with the first adjusting screw rod 4-3 in a horizontal mode along with the first adjusting screw rod 4-3.
Preferably, in order to avoid the upward outward inclination, more than one group of upper adjusting limit components 5 capable of limiting the inclination of the upper sides of the fixed square plates 3 are arranged between the two fixed square plates 3 arranged oppositely, each group of upper adjusting limit components 5 comprises two press plates 5-1 oppositely arranged on the outer sides of the corresponding fixed square plates 3 and two second screw rods 5-2 penetrating through the two opposite press plates 5-1, the two second screw rods 5-2 are respectively positioned on the outer sides of the large-section frame 6, two second adjusting nuts 5-3 in threaded connection are arranged on the second screw rods 5-2, the second adjusting nuts 5-3 are abutted against the outer sides of the corresponding press plates 5-1, in order to avoid the upper fixed square plates 3 from inclining outwards after the lower fixed square plates 3 are fastened, the upper adjusting limit components 5 capable of limiting the inclination of inclining above the fixed square plates 3 are arranged between the two fixed square plates 3 arranged oppositely, more than one group of upper adjusting limit components 5 capable of limiting the inclination of the upper fixed square plates 3 are arranged above the fixed square plates 3, in a way of arranging the upper adjusting limit components 5 distributed forwards and the left and the right side and the upper adjusting limit components 5-2, and the left and right side of the fixed square plates 5 are finally fastened by utilizing the screws 5-2 to realize the second adjusting screw rods 5-2, and the second adjusting square plates 5 are connected in a staggered mode when the second adjusting square plates 5 are fastened together, and the second screw rods 5-2.
Preferably, in order to further limit the fixed square plate 3 and avoid the inclination thereof, two positioning rods 5-4 positioned above and below the second screw rod 5-2 are abutted against the inner side surface of each pressing plate 5-1, the positioning rods 5-4 are also abutted against the outer side surface of the fixed square plate 3, and the fixed square plate 3 is better limited and prevented from inclining upwards by utilizing the two positioning rods 5-4 positioned above and below the second screw rod 5-2 and arranged on the outer side of the corresponding fixed square plate 3 to cooperate with the pressing plate 5-1.
Preferably, the L-shaped angle iron 1 has a length of 50mm, a width of 50mm and a height of 3mm.
Preferably, the jacking-regulating assembly 4 is solid.
In the construction process of frame shear wall post, generally can be provided with the large cross section frame 6 that is used for the later stage to pour cement in inside, and large cross section frame 6 all is provided with a template 2 all around, has placed full hall scaffold 7 in the 6 outside all around of large cross section frame, and convenience of customers climbs the eminence.
When the structure is installed, the periphery of the root of the large-section frame 6 is provided with the L-shaped angle steel 1, the longitudinal surface 1-2 of the L-shaped angle steel 1 abuts against the side surface of the large-section frame, the transverse surface 1-1 of the L-shaped angle steel 1 abuts against the ground, then the L-shaped angle steel 1 is provided with the fixed square plate 3 with one surface abutting against the template 2, the outer side surface of the fixed square plate 3 abuts against the jacking adjusting component 4 transversely supporting the bottom of the fixed square plate 3, the jacking adjusting component 4 comprises a chassis 4-1 with one end inserted into the full-hall scaffold 7, a first screw rod 4-2, a first adjusting nut 4-3 and a jacking 4-4, and during work, the first adjusting nut 4-3 is rotated, so that the first adjusting nut 4-2 can stretch along the horizontal direction to adjust the distance between the chassis 4-1 and the jacking 4-4, and finally the fastening adjusting effect on templates on the large-section frame 6 with different thicknesses can be achieved, and the large-section frame 6 can be conveniently disassembled in the later stage to irrigate.
Therefore, the structure has the following technical advantages:
1. the structure is characterized in that L-shaped angle steel, a fixed square plate and a jacking adjusting assembly for fastening the fixed square plate are additionally arranged on the periphery of the root part of a large-section frame 6 to form a template fastening adjusting slurry leakage preventing mechanism which is detachable and symmetrically arranged left and right, so that uniform stress on two sides is ensured, and the phenomena of root part mold expansion and mold explosion of wood mold body system concrete in the pouring process are avoided; the jacking supports 4-4 are used for fastening, no gap exists, and the problems of slurry leakage and root rot of the large-section frame 6 during grouting can be avoided;
2. and meanwhile, the detachable anti-leakage mortar is convenient to disassemble and can be repeatedly used, and compared with the traditional mortar blocking method for the side edge, the detachable anti-leakage mortar has the advantages of simple structure, convenience in installation and quality control, and saves mortar materials and cleaning labor cost.
Finally, although the present invention has been described in detail with reference to the preferred embodiments, it should be understood by those skilled in the art that the present invention can be modified or replaced by other means without departing from the spirit and scope of the present invention, which should be construed as limited only by the appended claims.
Claims (5)
1. The utility model provides a leak protection thick liquid device of frame shear wall column root, is including L type angle steel (1) that are located big section frame template (2) root all around, its characterized in that: the formwork (2) is placed on the L-shaped angle steel (1), the longitudinal surface (1-2) of the L-shaped angle steel (1) is abutted against the side surface of the large-section frame, the transverse surface (1-1) of the L-shaped angle steel (1) is abutted against the ground, a fixed square plate (3) with one surface abutted against the formwork (2) is placed on the L-shaped angle steel (1), a jacking adjusting component (4) which transversely supports the bottom of the fixed square plate (3) is abutted against the outer side surface of the fixed square plate (3), the jacking adjusting component (4) comprises a chassis (4-1) with one end inserted into the full-space scaffold, a first screw rod (4-2), a first adjusting nut (4-3) and a jacking (4-4), one end of the first screw rod (4-2) is fixed with one end of the jacking support (4-4), the other end of the jacking support (4-4) is abutted against the fixed square plate (3), the other end of the chassis (4-1) is sleeved with a first adjusting nut (4-3), the other end of the first screw rod (4-2) penetrates through the first adjusting nut (4-3) and then is inserted into the chassis (4-1), and the first screw rod (4-2) is in threaded connection with the first adjusting nut (4-3) and rotates in the chassis (4-1) along with the rotation of the first adjusting nut (4-3) And performing horizontal expansion and contraction.
2. The device for preventing the leakage of the root part of the frame shear wall column as claimed in claim 1, wherein: more than one group of upper adjusting limiting assemblies (5) capable of dumping and limiting the upper parts of the fixed square plates (3) are arranged between the two fixed square plates (3) arranged oppositely, each group of upper adjusting limiting assemblies (5) comprises two pressing plates (5-1) arranged oppositely on the outer sides of the corresponding fixed square plates (3) and two second screw rods (5-2) penetrating through the two opposite pressing plates (5-1), the two second screw rods (5-2) are respectively positioned on the outer sides of the large-section frame, two second adjusting nuts (5-3) in threaded connection are arranged on the second screw rods (5-2), and the second adjusting nuts (5-3) are abutted to the outer side faces of the corresponding pressing plates (5-1).
3. The device for preventing the leakage of the root part of the frame shear wall column as claimed in claim 2, wherein: two positioning rods (5-4) which are positioned above and below the second screw rod (5-2) are respectively connected with the inner side surface of each pressing plate (5-1) in a propping manner, and the positioning rods (5-4) are also abutted against the outer side surface of the fixed square plate (3).
4. The device for preventing the leakage of the root part of the frame shear wall column as claimed in claim 1, wherein: the L-shaped angle steel (1) has the size of 50mm in length, 50mm in width and 3mm in height.
5. The device for preventing the leakage of the root part of the frame shear wall column as claimed in claim 1, wherein: the jacking adjusting component (4) is solid.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202223285314.XU CN218264972U (en) | 2022-12-08 | 2022-12-08 | Frame shear wall column root's leak protection thick liquid device |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202223285314.XU CN218264972U (en) | 2022-12-08 | 2022-12-08 | Frame shear wall column root's leak protection thick liquid device |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN218264972U true CN218264972U (en) | 2023-01-10 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202223285314.XU Active CN218264972U (en) | 2022-12-08 | 2022-12-08 | Frame shear wall column root's leak protection thick liquid device |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN218264972U (en) |
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2022
- 2022-12-08 CN CN202223285314.XU patent/CN218264972U/en active Active
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