CN112663828A - Hidden caulking design structure of steel skeleton concrete partition wall and mounting method thereof - Google Patents
Hidden caulking design structure of steel skeleton concrete partition wall and mounting method thereof Download PDFInfo
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- CN112663828A CN112663828A CN202011584405.6A CN202011584405A CN112663828A CN 112663828 A CN112663828 A CN 112663828A CN 202011584405 A CN202011584405 A CN 202011584405A CN 112663828 A CN112663828 A CN 112663828A
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- 229910000831 Steel Inorganic materials 0.000 title claims abstract description 53
- 239000010959 steel Substances 0.000 title claims abstract description 53
- 238000005192 partition Methods 0.000 title claims abstract description 37
- 239000004567 concrete Substances 0.000 title claims abstract description 28
- 238000000034 method Methods 0.000 title claims abstract description 9
- 239000000565 sealant Substances 0.000 claims abstract description 24
- 230000000903 blocking effect Effects 0.000 claims abstract description 18
- 238000009434 installation Methods 0.000 claims abstract description 11
- 238000005259 measurement Methods 0.000 claims description 4
- 230000008520 organization Effects 0.000 claims description 3
- 238000010276 construction Methods 0.000 abstract description 10
- 239000012634 fragment Substances 0.000 abstract description 4
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 abstract description 4
- 230000015572 biosynthetic process Effects 0.000 abstract description 3
- 239000010410 layer Substances 0.000 description 33
- 239000002344 surface layer Substances 0.000 description 5
- 238000003466 welding Methods 0.000 description 4
- 239000002184 metal Substances 0.000 description 2
- 238000007789 sealing Methods 0.000 description 2
- 235000008733 Citrus aurantifolia Nutrition 0.000 description 1
- 235000011941 Tilia x europaea Nutrition 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 210000000476 body water Anatomy 0.000 description 1
- 239000011449 brick Substances 0.000 description 1
- 239000004568 cement Substances 0.000 description 1
- 239000011248 coating agent Substances 0.000 description 1
- 238000000576 coating method Methods 0.000 description 1
- 238000005336 cracking Methods 0.000 description 1
- 238000005034 decoration Methods 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 239000004571 lime Substances 0.000 description 1
- 239000011431 lime mortar Substances 0.000 description 1
- 238000003908 quality control method Methods 0.000 description 1
- 239000004576 sand Substances 0.000 description 1
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Abstract
The invention discloses a hidden caulking design structure of a steel skeleton concrete partition wall, which comprises: the steel skeleton, base plate and seam blocking plate, the first set screw fixed mounting that two parallel arrangement were passed through to keel one end is on frame fossil fragments, the relative other end is through two parallel arrangement's second set screw fixed mounting on cross keel, the steel skeleton both sides are provided with the base plate, the first through-hole of two adjacent base plates is established respectively on two first extension portions of parallel arrangement on a keel in the cover of a through hole of two adjacent base plates, be provided with first elasticity sealant layer between two adjacent base plates, the seam blocking plate joint is in the mounting groove of the step portion formation of two adjacent base plates, be provided with second elasticity sealant layer between the side of seam blocking plate and the adjacent base plate. The invention also provides an installation method of the hidden caulking design structure of the steel skeleton concrete partition wall. The steel framework of the partition wall has high stability, the wall body has good water resistance and the construction efficiency is high.
Description
Technical Field
The invention belongs to the field of concrete partition walls, and particularly relates to a hidden caulking design structure of a steel skeleton concrete partition wall and an installation method thereof.
Background
With the rapid development of residential real estate and high-end office buildings, the demand for light partition walls is increasing day by day, and particularly, a large amount of rapid partition operation is required in the later decoration of the office buildings. The construction method of the indoor partition wall is various, and each construction method of the partition wall has special use function and disadvantages. Common partition wall construction methods include masonry, cement-added steel frame pressure plate net hanging plastering and the like, but each construction method has the limitation. The aerated block bricks are built in a toilet area, and if the batch ash is not in place, hollowing and water seepage are easily caused; the method for hanging the net and the lime by the cement pressure plate on the metal steel frame is easy to cause the problems of loosening, falling of a lime mortar layer, rough surface of a partition wall, sand formation and other potential quality hazards if the periphery of the metal steel frame is violently vibrated.
The existing concrete steel frame partition wall construction process comprises the following steps: positioning and paying-off of partition walls → measurement of welding size of frameworks → welding of steel frameworks → welding of 38 cross-core keels and transoms and vertical shelves back to back → concrete filling → installation of steel-frame partition walls → fixation of ceiling and ground embedded steel plates and expansion bolts → pouring of ground beams → ash hanging of nets → treatment of base layer → installation of surface layer, and allowance of deviation: the vertical wall surface is less than or equal to 5mm, the flat wall surface is less than or equal to 4mm, the vertical internal and external corners are less than or equal to 4mm, and the square internal and external corners are less than or equal to 4 mm.
When the partition wall is constructed, the steel frame welding effect is not good, later-period framework loosening is easy to generate, the bearing capacity is not good, and the construction efficiency is lower. In addition, there is the gap between the pressure plate on the steelframe, leads to appearing the crack easily in the later stage finish coat coating fitment construction, influences partition wall life.
Disclosure of Invention
The invention aims to: the concrete partition wall has the advantages of high steel skeleton stability, good wall body water resistance, difficult deformation and cracking of a base layer, difficult hollowing and dropping of a surface layer, easy construction quality control and high construction efficiency.
In order to achieve the purpose, the invention adopts the following technical scheme: the utility model provides a hidden caulking project organization of steel skeleton concrete partition wall, includes: the steel skeleton comprises vertical keels, two frame keels and transverse keels, the two frame keels are symmetrically arranged on two sides of the transverse keels, one ends of the vertical keels are fixedly arranged on the frame keels through two first fixing screws which are arranged in parallel, the opposite ends of the vertical keels are fixedly arranged on the transverse keels through two second fixing screws which are arranged in parallel, two ends of each first fixing screw extend out of the frame keels to form two first extending parts which are symmetrically arranged, two ends of each second fixing screw extend out of the transverse keels to form two second extending parts which are symmetrically arranged, the two sides of each steel skeleton are provided with the base plate, two sides of each base plate are provided with symmetrically arranged step parts, one end of each step part is sleeved on each first extending part through a first through hole, the opposite other end of each step plate is sleeved on each second extending part through a second through hole, the first through holes of the two adjacent base plates are respectively sleeved on the two first extending parts which are arranged in parallel, be provided with first elasticity sealant layer between two adjacent base plate boards, keep off seam board joint in the mounting groove that the step portion of two adjacent base plate boards formed, first extension wears to locate and keeps off the seam board and fixed through first nut, and the second extension wears to locate and keeps off the seam board and fixed through the second nut, is provided with second elasticity sealant layer between the side of keeping off the seam board and the adjacent base plate board.
As a further description of the above technical solution:
the structure of frame fossil fragments is "n" shape, and the frame fossil fragments include bottom plate and symmetrical arrangement at the first curb plate of bottom plate both sides.
As a further description of the above technical solution:
the structure of cross keel is "H" shape, and the cross keel includes diaphragm and symmetrical arrangement at the second curb plate of diaphragm both sides.
As a further description of the above technical solution:
the vertical keel is of a square structure and comprises a group of opposite third side plates, one end of each third side plate is fixedly installed on the corresponding first side plate through a first fixing screw rod, and the other end of each third side plate is fixedly installed on the corresponding second side plate through a second fixing screw rod.
As a further description of the above technical solution:
the base plate is an autoclaved aerated concrete slab.
As a further description of the above technical solution:
the seam blocking plate is provided with a groove, and the first nut and the second nut are arranged in the groove.
As a further description of the above technical solution:
the sum of the thickness of the seam blocking plate and the thickness of the step part is equal to the thickness of the base layer plate.
As a further description of the above technical solution:
the thickness of the base plate is equal to the length of the first extension.
On the other hand, the invention provides an installation method of a hidden caulking design structure of a steel skeleton concrete partition wall, which comprises the following installation steps:
1) after the measurement and the paying-off, one frame keel is fixedly installed on the ground, and the other frame keel is correspondingly and fixedly installed on the top surface of the house;
2) the two vertical keels are respectively clamped at two ends of the transverse keel, and a third side plate of the vertical keel and a second side plate of the transverse keel are fixed through a second fixing screw rod;
3) the vertical keel is clamped in the frame keel, and a third side plate of the vertical keel and a first side plate of the frame keel are fixed through a first fixing screw rod to complete the assembly of the steel framework;
4) step parts of two adjacent base plate plates are sleeved on a first fixing screw and a second fixing screw of a vertical keel, and the two adjacent base plate plates are fixed through a first elastic sealant layer;
5) keep off seam board joint and fix through first nut, second nut in the mounting groove that the step portion of two adjacent base plate formed, keep off seam board both sides and fix through the base plate of second elasticity sealant layer and both sides.
In summary, due to the adoption of the technical scheme, the invention has the beneficial effects that:
1. in the invention, the first fixing screw and the second fixing screw which are used for fixing the vertical keel and the frame keel and the cross keel extend out of the steel skeleton at the two ends of the vertical keel and are used for fixing the base plate and the seam blocking plate, thereby improving the stability of the steel skeleton and the integrity of the partition wall.
2. In the invention, after two adjacent base plates are positioned by the first extending part of the first fixing screw and the second extending part of the second fixing screw, the two base plates are bonded by the first elastic sealant layer. Then hide first elastic sealant through keeping off the seam board to keep off seam board both sides and pass through the second elastic sealant layer and fix with the basal plate on both sides, further fix two basal plate. The first elastic sealant layer and the second elastic sealant layer play a role in mechanical connection on one hand, and on the other hand, gaps are filled through high elasticity to avoid cracks. Therefore, the wall body base layer formed by splicing the base layer plates has good wall body sealing property and water resistance, the base layer is not easy to deform or crack, and the surface layer arranged on the base layer is not easy to hollowly bulge and fall off.
Drawings
In order to more clearly illustrate the technical solutions of the embodiments of the present invention, the drawings needed to be used in the embodiments will be briefly described below, it should be understood that the following drawings only illustrate some embodiments of the present invention and therefore should not be considered as limiting the scope, and for those skilled in the art, other related drawings can be obtained according to the drawings without inventive efforts.
FIG. 1 is a schematic three-dimensional split view of a hidden caulking design structure of a steel skeleton concrete partition wall.
FIG. 2 is a schematic view of the installation structure of the hidden caulking design structure of the steel frame concrete partition wall.
FIG. 3 is a schematic view of a portion of the steel frame in a hidden caulking design structure of a steel frame concrete partition.
Illustration of the drawings:
1. a steel skeleton; 11. a vertical keel; 111. a third side plate; 12. a frame keel; 121. a base plate; 122. a first side plate; 13. a transverse keel; 131. a transverse plate; 132. a second side plate; 2. a base layer plate; 21. a step portion; 211. a first through hole; 212. a second through hole; 3. a seam blocking plate; 31. a groove; 4. a first fixing screw; 41. a first extension portion; 5. a second fixing screw; 51. a second projecting portion.
Detailed Description
In order to make the objects, technical solutions and advantages of the embodiments of the present invention clearer, the technical solutions in the embodiments of the present invention will be clearly and completely described below with reference to the drawings in the embodiments of the present invention, and it is obvious that the described embodiments are some, but not all, embodiments of the present invention. The components of embodiments of the present invention generally described and illustrated in the figures herein may be arranged and designed in a wide variety of different configurations.
Thus, the following detailed description of the embodiments of the present invention, presented in the figures, is not intended to limit the scope of the invention, as claimed, but is merely representative of selected embodiments of the invention. All other embodiments, which can be derived by a person skilled in the art from the embodiments given herein without making any creative effort, shall fall within the protection scope of the present invention.
It should be noted that: like reference numbers and letters refer to like items in the following figures, and thus, once an item is defined in one figure, it need not be further defined and explained in subsequent figures.
In the description of the embodiments of the present invention, it should be noted that the terms "upper", "inner", and the like refer to orientations or positional relationships based on the orientations or positional relationships shown in the drawings or orientations or positional relationships that are conventionally arranged when the products of the present invention are used, and are used only for convenience in describing the present invention and simplifying the description, but do not indicate or imply that the devices or elements 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.
In the description of the present invention, it should also be noted that, unless otherwise explicitly specified or limited, the terms "disposed," "mounted," "connected," and "connected" are to be construed broadly and may, for example, be fixedly connected, detachably connected, or integrally connected; they may be connected directly or indirectly through intervening media, or they may be interconnected between two elements. The specific meanings of the above terms in the present invention can be understood in specific cases to those skilled in the art.
Referring to fig. 1-3, the present invention provides a technical solution: the utility model provides a hidden caulking project organization of steel skeleton concrete partition wall, includes: the steel skeleton 1, the base plate 2 and the seam blocking plate 3, the steel skeleton 1 includes a vertical keel 11, two frame keels 12 and a cross keel 13, the two frame keels 12 are symmetrically arranged on both sides of the cross keel 13, one end of the vertical keel 11 is fixedly arranged on the frame keel 12 through two first fixing screws 4 arranged in parallel, the opposite other end is fixedly arranged on the cross keel 13 through two second fixing screws 5 arranged in parallel, both ends of the first fixing screw 4 extend out of the frame keel 12 to form two first extending parts 41 arranged symmetrically, both ends of the second fixing screw 5 extend out of the cross keel 13 to form two second extending parts 51 arranged symmetrically, the two sides of the steel skeleton 1 are provided with the base plate 2, both sides of the base plate 2 are provided with step parts 21 arranged symmetrically, one end of the step part 21 is sleeved on the first extending part 41 through a first through hole 211, the opposite other end is sleeved on the second extending part 51 through a second through hole 212, first through-hole 211 of two adjacent base plate boards 2 is established respectively on two first protrusions 41 of parallel arrangement on a keel 11, be provided with first elasticity sealant layer between two adjacent base plate boards 2, keep off seam board 3 joint in the mounting groove of step portion 21 formation of two adjacent base plate boards 2, first protrusion 41 wears to locate to keep off seam board 3 and is fixed through first nut, second protrusion 51 wears to locate to keep off seam board 3 and is fixed through the second nut, be provided with second elasticity sealant layer between the side of keeping off seam board 3 and the adjacent base plate board 2. The frame keel 12 is n-shaped, and the frame keel 12 includes a bottom plate 121 and first side plates 122 symmetrically disposed at two sides of the bottom plate 121. The cross member 13 is in an "H" shape, and the cross member 13 includes a cross plate 131 and second side plates 132 symmetrically disposed on two sides of the cross plate 131. The mullion 11 is a square structure, the mullion 11 includes a set of opposite third side plates 111, one end of the third side plate 111 is fixed on the first side plate 122 through a first fixing screw rod 4, and the opposite other end is fixed on the second side plate 132 through a second fixing screw rod 5. The specific installation mode of the first fixing screw rod 4 is that the first fixing screw rod 4 firstly passes through the third side plate 111 and the first side plate 122 on one side of the steel frame, two nuts are sleeved on the first fixing screw rod, then the first fixing screw rod 4 passes through the third side plate 111 and the first side plate 122 on the other side, and the positions of the two nuts are adjusted, so that the lengths of the first extending parts are the same, and the vertical keel 11 is fixed. The same applies to the second fixing screw 5.
The base plate 2 is an autoclaved aerated concrete slab, so that the load of the steel skeleton 1 is reduced, and the structural stability of the steel skeleton 1 is ensured.
The seam blocking plate 3 is provided with a groove 31, and the first nut and the second nut are arranged in the groove 31. The sum of the thicknesses of the seam blocking plate 3 and the step part 21 is equal to the thickness of the base plate 2. The thickness of the base plate 2 is equal to the length of the first extension 41. The first projecting portion 41 and the second projecting portion 51 are prevented from affecting the mounting of the facing.
On the other hand, the invention provides an installation method of a hidden caulking design structure of a steel skeleton concrete partition wall, which comprises the following installation steps:
1) after measurement and paying-off, one frame keel 12 is fixedly installed on the ground, and the other frame keel 12 is correspondingly and fixedly installed on the top surface of the house;
2) the two vertical keels 11 are respectively clamped at two ends of the transverse keel 13, and the third side plate 111 of the vertical keel 11 and the second side plate 132 of the transverse keel 13 are fixed through the second fixing screw 5;
3) the vertical keel 11 is clamped in the frame keel 12, and the third side plate 111 of the vertical keel 11 and the first side plate 122 of the frame keel 12 are fixed through the first fixing screw rod 4, so that the assembly of the steel framework 1 is completed;
4) step parts 21 of two adjacent base layer plates 2 are sleeved on a first fixing screw 4 and a second fixing screw 5 of one vertical keel 11, and the two adjacent base layer plates 2 are fixed through a first elastic sealant layer;
5) keep off seam board 3 joint and fix through first nut, second nut in the mounting groove that step portion 21 of two adjacent base plate 2 formed, keep off seam board 3 both sides and fix with the base plate 2 of both sides through second elasticity sealant layer.
The working principle is as follows: the steel skeleton comprises a plurality of vertical keel, two frame keels and a plurality of cross keel, and two frame keels are fixed mounting respectively on ground and house top surface, set up the quantity of cross keel according to indoor high flexibility. The basal plate is fixedly arranged on the steel framework, and the surface layer is fixedly arranged on the basal plate. The steel skeleton is stretched out with first set screw, the second set screw that frame fossil fragments and horizontal keel are fixed to both ends on the keel to be used for fixed base plate and keeping off the seam board, improve the stability of steel skeleton and the wholeness of partition wall. After two adjacent base plate layers are positioned through the first extending part of the first fixing screw rod and the second extending part of the second fixing screw rod, the two base plate layers are bonded through the first elastic sealant layer. Then hide first elastic sealant through keeping off the seam board to keep off seam board both sides and pass through the second elastic sealant layer and fix with the basal plate on both sides, further fix two basal plate. The first elastic sealant layer and the second elastic sealant layer play a role in mechanical connection on one hand, and on the other hand, gaps are filled through high elasticity to avoid cracks. Therefore, the wall body base layer formed by splicing the base layer plates has good wall body sealing property and water resistance, the base layer is not easy to deform or crack, and the surface layer arranged on the base layer is not easy to hollowly bulge and fall off.
The above description is only for the preferred embodiment of the present invention, but the scope of the present invention is not limited thereto, and any person skilled in the art should be considered to be within the technical scope of the present invention, and the technical solutions and the inventive concepts thereof according to the present invention should be equivalent or changed within the scope of the present invention.
Claims (9)
1. The utility model provides a hidden caulking project organization of steel skeleton concrete partition wall which characterized in that includes: the steel skeleton (1) comprises a vertical keel (11), two frame keels (12) and a cross keel (13), the two frame keels (12) are symmetrically arranged on two sides of the cross keel (13), one end of the vertical keel (11) is fixedly arranged on the frame keel (12) through two first fixing screws (4) which are arranged in parallel, the other opposite end of the vertical keel (11) is fixedly arranged on the cross keel (13) through two second fixing screws (5) which are arranged in parallel, two ends of each first fixing screw (4) extend out of the frame keel (12) to form two first extending parts (41) which are symmetrically arranged, two ends of each second fixing screw (5) extend out of the cross keel (13) to form two second extending parts (51) which are symmetrically arranged, the two sides of the steel skeleton (1) are provided with the base plate (2), the two sides of the base layer plate (2) are provided with step parts (21) which are symmetrically arranged, one end of each step part (21) is sleeved on the first extending part (41) through a first through hole (211), the other opposite end of each step part is sleeved on the second extending part (51) through a second through hole (212), the first through holes (211) of two adjacent base layer plates (2) are respectively sleeved on two first extending parts (41) which are arranged on one vertical keel (11) in parallel, a first elastic sealant layer is arranged between every two adjacent base layer plates (2), the seam blocking plates (3) are clamped in mounting grooves formed by the step parts (21) of the two adjacent base layer plates (2), the first extending parts (41) penetrate through the seam blocking plates (3) and are fixed through first nuts, the second extending parts (51) penetrate through the seam blocking plates (3) and are fixed through second nuts, a second elastic sealant layer is arranged between the side edge of the seam blocking plate (3) and the adjacent base plate (2).
2. The hidden caulking design structure of the steel frame concrete partition wall as claimed in claim 1, wherein the structure of the frame keel (12) is n-shaped, and the frame keel (12) comprises a bottom plate (121) and first side plates (122) symmetrically arranged at two sides of the bottom plate (121).
3. The hidden caulking design structure of the steel skeleton concrete partition wall as recited in claim 2, wherein the structure of the cross keel (13) is in an "H" shape, and the cross keel (13) comprises a transverse plate (131) and second side plates (132) symmetrically arranged at two sides of the transverse plate (131).
4. The hidden caulking design structure of steel skeleton concrete partition wall of claim 3, characterized in that the vertical keel (11) is in a square structure, the vertical keel (11) comprises a set of opposite third side plates (111), one end of the third side plate (111) is fixedly installed on the first side plate (122) through the first fixing screw (4), and the other opposite end is fixedly installed on the second side plate (132) through the second fixing screw (5).
5. The hidden caulking design structure of steel skeleton concrete partition wall of claim 1, characterized in that the base plate (2) is an autoclaved aerated concrete slab.
6. The hidden caulking design structure of steel skeleton concrete partition wall as claimed in claim 1, wherein the seam blocking plate (3) is provided with a groove (31), and the first nut and the second nut are arranged in the groove (31).
7. The hidden caulking design structure of steel skeleton concrete partition wall of claim 6, characterized in that the sum of the thickness of the seam blocking plate (3) and the step part (21) is equal to the thickness of the base plate (2).
8. The hidden caulking design structure of the steel skeleton concrete partition wall as recited in claim 7, wherein the thickness of the base plate (2) is equal to the length of the first protruding part (41).
9. The method for installing the hidden caulking design structure of the steel skeleton concrete partition wall as claimed in any one of claims 1 to 8, which is characterized by comprising the following installation steps of:
1) after measurement and paying-off, one frame keel (12) is fixedly installed on the ground, and the other frame keel (12) is relatively and fixedly installed on the top surface of a house;
2) the two vertical keels (11) are respectively clamped at two ends of the transverse keel (13), and a third side plate (111) of each vertical keel (11) and a second side plate (132) of each transverse keel (13) are fixed through second fixing screws (5);
3) the vertical keel (11) is clamped in the frame keel (12), and a third side plate (111) of the vertical keel (11) and a first side plate (122) of the frame keel (12) are fixed through a first fixing screw rod (4) to complete the assembly of the steel framework (1);
4) step parts (21) of two adjacent base plate boards (2) are sleeved on the first fixing screw rod (4) and the second fixing screw rod (5) of one vertical keel (11), and the two adjacent base plate boards (2) are fixed through a first elastic sealant layer;
5) the seam blocking plates (3) are clamped in mounting grooves formed by the step parts (21) of the two adjacent base plate bodies (2) and are fixed through first nuts and second nuts, and two sides of each seam blocking plate (3) are fixed with the base plate bodies (2) on two sides through second elastic sealant layers.
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CN112663828B (en) | 2024-10-11 |
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