CN211114218U - Point-connection type composite shear wall pulling part structure - Google Patents
Point-connection type composite shear wall pulling part structure Download PDFInfo
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- CN211114218U CN211114218U CN201921571933.0U CN201921571933U CN211114218U CN 211114218 U CN211114218 U CN 211114218U CN 201921571933 U CN201921571933 U CN 201921571933U CN 211114218 U CN211114218 U CN 211114218U
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Abstract
The utility model relates to a point-connected composite shear wall drawknot part structure, which is characterized in that a base platform is provided with a first steel wire mesh, an outer pouring layer, a first section bar, a second section bar and an inner pouring layer, an anchoring nail is sequentially penetrated through and fixed by an end locking piece and two ends of a primary locking piece, grooves and convex openings are arranged on the first section bar and the second section bar for facilitating construction and installation, the structure is more stable without dislocation and displacement, the distance between the second steel wire mesh and a third steel wire mesh can be adjusted by the left and right movement of a second movable limiting block, the left and right movement of the first movable limiting block can meet the installation requirements of various specifications of the first section bar and the second section bar, the variety of the product types of the composite shear wall product can meet the market selective requirement, the reinforcing rib can stabilize the second steel wire mesh and the third steel wire mesh, the anchoring nail structure is simple, only two ends are fixed in the installation process, and complex external members or steel bars do not need to be used for bundling, so that the installation steps and the material loss are avoided.
Description
Technical Field
The utility model relates to the technical field of medical equipment, in particular to a point-connected composite shear wall drawknot part structure.
Background
The existing external insulation board technology has many hidden dangers, the insulation layer falls off and cracks, the insulation structure integration avoids the problem of the rear insulation board, the technology is a national key popularization project, the most common C L insulation structure integrated system at present cannot use conventional concrete, uses self-compacting concrete and increases the cost, two sides are required to be simultaneously poured, otherwise, the insulation system moves outwards, the thickness of surface concrete is uneven, and the fire resistance, the heat insulation performance and the uniformity of the system are affected.
At present, shear wall systems on the market mainly have the following problems: 1. the anchoring nails are widely used in a shear wall system, so the fixing effect and the installation problem of the anchoring nails are particularly important, the installation problem of the existing anchoring nails is that the anchoring nails are fixed by using bundling and external members, the fixed cost of the external members is relatively high, fittings need to be customized, the labor cost of bundling is high, and in addition, the product singleness of the anchoring nails is difficult to meet the specification requirement of the product; 2. the requirements for the inner and outer casting layers relate to the stability of the shear wall system.
The utility model discloses to above problem, the setting for of anchor nail can satisfy the thickness control to the heat preservation section bar, also can adjust the interval of wire net, provides the variety of product, and the layer is pour through the wire net point even formula and weighs inside and outside, cooperates the use of strengthening rib and anchor nail simultaneously, strengthens the steadiness of shear force wall system, and the recess tang easy to assemble that the heat preservation section bar set up simultaneously prevents to shift and dislocation.
SUMMERY OF THE UTILITY MODEL
The utility model aims to provide a point-connected composite shear wall drawknot part structure, in order to solve the problems provided by the background technology, the utility model arranges a first steel wire mesh, an outer layer pouring layer, a first section bar, a second section bar and an inner layer pouring layer on a base platform, then sequentially penetrates an anchoring nail, both ends of the end locking piece and a primary locking piece are fixed, grooves and convex mouths are arranged on the first section bar and the second section bar for facilitating construction and installation, simultaneously, the structure is more stable without dislocation and displacement, the distance between the second steel wire mesh and a third steel wire mesh can be adjusted by the left and right movement of a second movable limiting block, the left and right movement of the first movable limiting block can satisfy the installation requirements of various specifications of the first section bar and the second section bar, so that the variety of the product type of the composite shear wall meets the market selectivity requirement, and the reinforcing ribs can make the second steel wire mesh and the third steel wire mesh more stable, the anchor nail is simple in structure, only two ends of the anchor nail are fixed in the installation process, complex external members or reinforcing steel bars are not required to be used for bundling, and installation steps and material loss are avoided.
In order to achieve the above object, the utility model provides a following technical scheme: a point-connected composite shear wall drawknot part structure comprises a first section bar, a second section bar, an outer pouring layer, a first steel wire mesh, reinforcing ribs, a base platform, a seam, a second steel wire mesh, a third steel wire mesh, anchoring nails and an inner pouring layer, wherein the first steel wire mesh, the outer pouring layer, the first section bar, the second section bar and the inner pouring layer are sequentially arranged on the base platform from left to right, the anchoring nails sequentially penetrate through the first steel wire mesh, the outer pouring layer, the first section bar, the second section bar and the inner pouring layer from left to right, a primary end locking piece, a connecting piece, a first thread, a first moving limiting block, a fixed limiting block, a second thread, a second moving limiting block and a tail end locking piece are sequentially arranged on the anchoring nails from left to right, a first longitudinal steel wire is arranged in the vertical direction of the first steel wire mesh, a first transverse steel wire is arranged in the horizontal direction of the first steel wire mesh, first vertical steel wire and first horizontal steel wire intersection are equipped with first end latch fitting, the inlayer is pour the in situ and is equipped with strengthening rib, second wire net and third wire net pass through strengthening rib fixed connection, be equipped with the vertical steel wire of second in the vertical direction of second wire net, be equipped with the horizontal steel wire of second in the second wire net horizontal direction, the vertical steel wire of second and the horizontal steel wire cross formation square bayonet socket of second, be equipped with first recess, first tang, second tang and second recess on the first section bar.
Preferably, the primary end locking piece and the connecting piece are connected through internal and external threads.
Preferably, the wire diameter of the first longitudinal steel wire and the first transverse steel wire is 2-4mm, and the length of a square diagonal formed at the intersection of the first longitudinal steel wire and the first transverse steel wire is smaller than the diameter of the primary end locking piece.
Preferably, the outer layer pouring layer, the base platform and the inner layer pouring layer are made of the same material, and the specific material is a mortar solidification material.
Preferably, the fixed stopper that sets up on the anchor nail can not remove, first removal stopper and first screw thread (18) cooperate and to remove about can going on, the second removes the stopper and the second screw thread cooperatees and to remove about can going on, just end latch fitting, connecting piece, first removal stopper, second remove the stopper and terminal latch fitting all can dismantle.
Preferably, the first section bar, the second section bar, the first movable limiting block and the fixed limiting block are matched to limit and fix the first section bar and the second section bar.
Preferably, first section bar and second section bar shape are the same, first section bar can select for use the special rock wool area of outer wall, the even board of cement base, inorganic light aggregate heated board, cement foaming board, ceramic foaming board, foam glass board, perlite heated board, reinforcing fiber composite sheet, inorganic silicalite PLASTIC LAMINATED, polyphenyl board, phenolic foam board, silicate insulation material, mould pressing infiltration polyphenyl board and the inorganic insulated board material of carbon-silicon, second section bar can select for use XPS extruded sheet, XPS graphite extruded sheet, EPS polyphenyl board, EPS graphite polyphenyl board, thermosetting type modified polyphenyl board and polyurethane board material.
Preferably, the second steel wire mesh and the third steel wire mesh are completely the same steel wire mesh, and the diameters of the second longitudinal steel wires and the second transverse steel wires are 3-6 mm.
Preferably, the reinforcing rib is a closed reinforcing ring, and the diameter of the section of the reinforcing rib is 5 mm.
The utility model has the advantages that: the utility model relates to a point-connected composite shear wall drawknot part structure, which is characterized in that a base platform is provided with a first steel wire mesh, an outer pouring layer, a first section bar, a second section bar and an inner pouring layer, an anchoring nail is sequentially penetrated through and fixed by an end locking piece and two ends of a primary locking piece, grooves and convex openings are arranged on the first section bar and the second section bar for facilitating construction and installation, the structure is more stable without dislocation and displacement, the distance between the second steel wire mesh and a third steel wire mesh can be adjusted by the left and right movement of a second movable limiting block, the left and right movement of the first movable limiting block can meet the installation requirements of various specifications of the first section bar and the second section bar, the variety of the product types of the composite shear wall product can meet the market selective requirement, the reinforcing rib can make the second steel wire mesh and the third steel wire mesh more stable, the anchoring nail structure is simple, only two ends are fixed in the installation process, complex external members or reinforcing steel bars are not needed for bundling, and the installation steps and material loss are avoided.
Drawings
Fig. 1 is a schematic structural view of the present invention;
fig. 2 is a schematic structural view of the first steel wire mesh connecting the primary locking member of the present invention;
fig. 3 is a schematic structural diagram of a second steel wire mesh of the present invention;
FIG. 4 is a schematic structural view of the anchoring nail of the present invention;
fig. 5 is a schematic structural diagram of a first profile of the present invention;
fig. 6 is a schematic view of a vertical surface of a first profile according to the present invention;
fig. 7 is a top view of the first profile of the present invention;
fig. 8 is an installation schematic view of a first profile vertical surface of the present invention;
fig. 9 is a schematic view of a first type of installation of the present invention in a top view;
1. the steel wire mesh concrete foundation comprises a first section bar, 2, a second section bar, 3, an outer layer pouring layer, 4, a first steel wire mesh, 5, a reinforcing rib, 6, a base platform, 7, a seam, 8, a second steel wire mesh, 9, a third steel wire mesh, 10, a first movable limiting block, 11, a fixed limiting block, 12, a tail end locking block, 13, a primary end locking block, 14, a first transverse steel wire, 15, an anchoring nail, 16, an inner layer pouring layer, 17, a second movable limiting block, 18, a first thread, 19, a second thread, 20, a first longitudinal steel wire, 21, a second longitudinal steel wire, 22, a second transverse steel wire, 23, a connecting piece, 24, a square bayonet, 25, a first groove, 26, a first convex opening, 27, a second convex opening, 28 and a second groove.
Detailed Description
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. 1-9, the present invention provides a technical solution: a point-connected composite shear wall drawknot part structure comprises a first section bar 1, a second section bar 2, an outer pouring layer 3, a first steel wire mesh 4, a reinforcing rib 5, a base platform 6, a seam 7, a second steel wire mesh 8, a third steel wire mesh 9, an anchoring nail 15 and an inner pouring layer 16, wherein the base platform 6 is sequentially provided with the first steel wire mesh 4, the outer pouring layer 3, the first section bar 1, the second section bar 2 and the inner pouring layer 16 from left to right, the anchoring nail 15 sequentially penetrates through the first steel wire mesh 4, the outer pouring layer 3, the first section bar 1, the second section bar 2 and the inner pouring layer 16 from left to right, the anchoring nail 15 is sequentially provided with a primary end locking part 13, a connecting part 23, a first thread 18, a first moving limiting part 10, a fixed limiting part 11, a second thread 19, a second moving limiting part 17 and a tail end locking part 12 from left to right, a first longitudinal steel wire mesh 20 is arranged in the vertical direction of the first steel wire mesh 4, be equipped with first horizontal steel wire 14 on the 4 horizontal directions of first wire net, first vertical steel wire 20 and the 14 cross section of first horizontal steel wire are equipped with just holding latch fitting 13, the inlayer is pour and is equipped with strengthening rib 5, second wire net 8 and third wire net 9 in the layer 16, second wire net 8 and third wire net 9 pass through strengthening rib 5 fixed connection, be equipped with the vertical steel wire 21 of second on the 8 vertical directions of second wire net, be equipped with the horizontal steel wire 22 of second on the 8 horizontal directions of second wire net, the vertical steel wire 21 of second and the horizontal steel wire 22 of second are crisscross to form square bayonet socket 24, be equipped with first recess 25, first tang 26, second tang 27 and second recess 28 on the first section bar 1.
As a further proposal of the utility model, the primary end locking piece 13 and the connecting piece 23 are connected by internal and external threads; as a further scheme of the present invention, the wire diameter of the first longitudinal steel wire 20 and the first transverse steel wire 14 is 2-4mm, and the length of the square diagonal formed at the intersection of the first longitudinal steel wire 20 and the first transverse steel wire 14 is smaller than the diameter of the primary end locking piece 13; as a further scheme of the utility model, the outer layer pouring layer 3, the base platform 6 and the inner layer pouring layer 16 are made of the same material, and the concrete material is a mortar solidification material; as a further scheme of the present invention, the fixed stopper 11 disposed on the anchor nail 15 is immovable, the first movable stopper 10 is matched with the first thread 18 to move left and right, the second movable stopper 17 is matched with the second thread 19 to move left and right, and the first end locking piece 13, the connecting piece 23, the first movable stopper 10, the second movable stopper 17 and the end locking piece 12 are all detachable; as a further scheme of the utility model, the first section bar 1, the second section bar 2, the first movable limiting block 10 and the fixed limiting block 11 are matched to limit and fix the first section bar 1 and the second section bar 2; as a further scheme of the utility model, first section bar 1 and second section bar 2 shape are the same, first section bar 1 can select special rock wool area of outer wall, cement base homogeneous board, inorganic light aggregate heated board, cement foaming board, ceramic foaming board, foam glass board, pearlite heated board, reinforcing fiber composite sheet, inorganic silicalite fire prevention board, polyphenyl board, phenolic foam board, silicate insulation material, mould pressing infiltration polyphenyl board and carbon silicon inorganic heated board material, second section bar 2 can select XPS extruded sheet, XPS graphite extruded sheet, EPS polyphenyl board, EPS graphite polyphenyl board, thermosetting type modified polyphenyl board and polyurethane board material; as a further scheme of the utility model, the second steel wire mesh 8 and the third steel wire mesh 9 are completely the same steel wire mesh, and the wire diameters of the second longitudinal steel wire 21 and the second transverse steel wire 22 are 3-6 mm; as a further proposal of the utility model, the reinforcing ribs 5 are closed reinforcing steel bar rings, and the diameter of the cross section is 5 mm.
The working principle is as follows: the utility model relates to a point-connected composite shear wall drawknot part structure, which is characterized in that a base platform is provided with a first steel wire mesh, an outer pouring layer, a first section bar, a second section bar and an inner pouring layer, the inner pouring layer is characterized in that a second steel wire mesh 8 and a third steel wire mesh 9 are fixedly connected through a reinforcing rib 5 and then fixed on the inner pouring layer, an anchoring nail is sequentially penetrated and fixed by an end locking piece and two ends of a primary locking piece, grooves and convex openings are arranged on the first section bar and the second section bar for facilitating construction and installation, and simultaneously, the structure is more stable and can not be dislocated and shifted, the distance between the second steel wire mesh and the third steel wire mesh can be adjusted by the left and right movement of a second movable limiting block, the left and right movement of the first movable limiting block can meet the installation requirements of various specifications of the first section bar and the second section bar, so that the composite shear wall drawknot part structure has various types, satisfy market selectivity demand, the strengthening rib makes second wire net and third wire net more firm, and anchor nail simple structure, anchor nail only need be
In passing the square bayonet socket in the horizontal vertical wire net, only need both ends fixed in the installation, need not utilize complicated external member or reinforcing bar to tie up, avoided installation step and material loss, the utility model discloses a it is multiple spacing, fixed, the connected mode of bayonet socket makes the structure more firm.
Although the present invention has been described in detail with reference to the foregoing embodiments, it will be apparent to those skilled in the art that modifications may be made to the embodiments or portions thereof without departing from the spirit and scope of the invention.
Claims (9)
1. The utility model provides a point formula composite shear wall drawknot spare structure, a serial communication port, pour layer (3), first wire net (4), strengthening rib (5), base platform (6), seam (7), second wire net (8), third wire net (9), anchor nail (15) and inlayer including first section bar (1), second section bar (2), skin and pour layer (16), base platform (6) are gone up and are equipped with first wire net (4), skin from a left side to the right side in proper order and pour layer (3), first section bar (1), second section bar (2) and inlayer and pour layer (16), anchor nail (15) run through first wire net (4), skin from a left side to the right side in proper order and pour layer (3), first section bar (1), second section bar (2) and inlayer and pour layer (16), anchor nail (15) are equipped with just latch fitting (13) from a left side to the right side in proper order, The steel wire mesh concrete pile is characterized by comprising a connecting piece (23), a first thread (18), a first movable limiting block (10), a fixed limiting block (11), a second thread (19), a second movable limiting block (17) and a tail-end locking piece (12), wherein a first longitudinal steel wire (20) is arranged in the vertical direction of the first steel wire mesh (4), a first transverse steel wire (14) is arranged in the horizontal direction of the first steel wire mesh (4), a primary-end locking piece (13) is arranged at the intersection of the first longitudinal steel wire (20) and the first transverse steel wire (14), a reinforcing rib (5), a second steel wire mesh (8) and a third steel wire mesh (9) are arranged in an inner layer pouring layer (16), the second steel wire mesh (8) and the third steel wire mesh (9) are fixedly connected through the reinforcing rib (5), a second longitudinal steel wire (21) is arranged in the vertical direction of the second steel wire mesh (8), and a second transverse steel wire (22) is arranged in the horizontal direction of the, the second longitudinal steel wire (21) and the second transverse steel wire (22) are crossed to form a square bayonet (24), and a first groove (25), a first convex opening (26), a second convex opening (27) and a second groove (28) are formed in the first sectional material (1).
2. The point-joined composite shear wall fastener structure according to claim 1, wherein: the primary end locking piece (13) is connected with the connecting piece (23) through internal and external threads.
3. The point-joined composite shear wall fastener structure according to claim 1, wherein: the wire diameter of the first longitudinal steel wire (20) and the first transverse steel wire (14) is 2-4mm, and the length of a square diagonal formed at the intersection of the first longitudinal steel wire (20) and the first transverse steel wire (14) is smaller than the diameter of the primary end locking piece (13).
4. The point-joined composite shear wall fastener structure according to claim 1, wherein: the outer layer pouring layer (3), the base platform (6) and the inner layer pouring layer (16) are made of the same material, and the concrete material is a mortar solidification material.
5. The point-joined composite shear wall fastener structure according to claim 1, wherein: fixed stopper (11) that set up on anchor nail (15) can not remove, first removal stopper (10) and first screw thread (18) cooperate and to control the removal, second removal stopper (17) and second screw thread (19) cooperate and to control the removal, just end latch fitting (13), connecting piece (23), first removal stopper (10), second removal stopper (17) and terminal latch fitting (12) all can be dismantled.
6. The point-joined composite shear wall fastener structure according to claim 1, wherein: the first section bar (1), the second section bar (2), the first movable limiting block (10) and the fixed limiting block (11) are matched to limit and fix the first section bar (1) and the second section bar (2).
7. The point-joined composite shear wall fastener structure according to claim 1, wherein: the shape of the first section bar (1) is the same as that of the second section bar (2), the first section bar (1) can be selected from rock wool strips special for external walls, cement-based uniform plates, inorganic light aggregate insulation boards, cement foaming boards, ceramic foaming boards, foam glass boards, perlite insulation boards, reinforced fiber composite boards, inorganic silica rock fireproof boards, polystyrene boards, phenolic foam boards, silicate insulation materials, mould pressing permeable polystyrene boards and carbon silicon inorganic insulation board materials, and the second section bar (2) can be selected from XPS extruded boards, XPS graphite extruded boards, EPS polystyrene boards, EPS graphite polystyrene boards, thermosetting modified polystyrene boards and polyurethane board materials.
8. The point-joined composite shear wall fastener structure according to claim 1, wherein: the second steel wire mesh (8) and the third steel wire mesh (9) are completely the same steel wire mesh, and the wire diameters of the second longitudinal steel wires (21) and the second transverse steel wires (22) are 3-6 mm.
9. The point-joined composite shear wall fastener structure according to claim 1, wherein: the reinforcing ribs (5) are closed reinforcing rings, and the diameter of the cross section of each reinforcing ring is 5 mm.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201921571933.0U CN211114218U (en) | 2019-09-20 | 2019-09-20 | Point-connection type composite shear wall pulling part structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201921571933.0U CN211114218U (en) | 2019-09-20 | 2019-09-20 | Point-connection type composite shear wall pulling part structure |
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| CN211114218U true CN211114218U (en) | 2020-07-28 |
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| CN201921571933.0U Active CN211114218U (en) | 2019-09-20 | 2019-09-20 | Point-connection type composite shear wall pulling part structure |
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Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN112459526A (en) * | 2020-12-03 | 2021-03-09 | 安徽墨砂工程修缮技术有限公司 | Method for repairing external wall thermal insulation hollowing and dropping |
-
2019
- 2019-09-20 CN CN201921571933.0U patent/CN211114218U/en active Active
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN112459526A (en) * | 2020-12-03 | 2021-03-09 | 安徽墨砂工程修缮技术有限公司 | Method for repairing external wall thermal insulation hollowing and dropping |
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