CN113585522A - Fabricated shear wall building structure and construction method thereof - Google Patents
Fabricated shear wall building structure and construction method thereof Download PDFInfo
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- CN113585522A CN113585522A CN202110963848.4A CN202110963848A CN113585522A CN 113585522 A CN113585522 A CN 113585522A CN 202110963848 A CN202110963848 A CN 202110963848A CN 113585522 A CN113585522 A CN 113585522A
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- 238000010276 construction Methods 0.000 title claims abstract description 13
- 239000002002 slurry Substances 0.000 claims abstract description 45
- 238000007789 sealing Methods 0.000 claims abstract description 38
- 239000007788 liquid Substances 0.000 claims description 21
- 230000010412 perfusion Effects 0.000 claims description 5
- 238000004891 communication Methods 0.000 claims description 4
- 210000005056 cell body Anatomy 0.000 claims 1
- 230000000694 effects Effects 0.000 abstract description 3
- 229910001294 Reinforcing steel Inorganic materials 0.000 description 7
- 230000002349 favourable effect Effects 0.000 description 5
- 238000000034 method Methods 0.000 description 4
- 229910000831 Steel Inorganic materials 0.000 description 3
- 239000004567 concrete Substances 0.000 description 3
- 239000010959 steel Substances 0.000 description 3
- 230000008602 contraction Effects 0.000 description 2
- 238000007711 solidification Methods 0.000 description 2
- 230000008023 solidification Effects 0.000 description 2
- 230000004308 accommodation Effects 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 238000005253 cladding Methods 0.000 description 1
- 238000005056 compaction Methods 0.000 description 1
- 238000009434 installation Methods 0.000 description 1
- 238000004519 manufacturing process Methods 0.000 description 1
- 238000003908 quality control method Methods 0.000 description 1
- 239000011150 reinforced concrete Substances 0.000 description 1
- 239000011435 rock Substances 0.000 description 1
- 238000010008 shearing Methods 0.000 description 1
- 238000004904 shortening Methods 0.000 description 1
- 238000005728 strengthening Methods 0.000 description 1
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Classifications
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B2/00—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/38—Connections for building structures in general
- E04B1/61—Connections for building structures in general of slab-shaped building elements with each other
- E04B1/6108—Connections for building structures in general of slab-shaped building elements with each other the frontal surfaces of the slabs connected together
- E04B1/612—Connections for building structures in general of slab-shaped building elements with each other the frontal surfaces of the slabs connected together by means between frontal surfaces
- E04B1/6125—Connections for building structures in general of slab-shaped building elements with each other the frontal surfaces of the slabs connected together by means between frontal surfaces with protrusions on the one frontal surface co-operating with recesses in the other frontal surface
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/38—Connections for building structures in general
- E04B1/61—Connections for building structures in general of slab-shaped building elements with each other
- E04B1/6108—Connections for building structures in general of slab-shaped building elements with each other the frontal surfaces of the slabs connected together
- E04B1/612—Connections for building structures in general of slab-shaped building elements with each other the frontal surfaces of the slabs connected together by means between frontal surfaces
- E04B1/6125—Connections for building structures in general of slab-shaped building elements with each other the frontal surfaces of the slabs connected together by means between frontal surfaces with protrusions on the one frontal surface co-operating with recesses in the other frontal surface
- E04B1/6141—Connections for building structures in general of slab-shaped building elements with each other the frontal surfaces of the slabs connected together by means between frontal surfaces with protrusions on the one frontal surface co-operating with recesses in the other frontal surface the connection made by an additional locking key
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/62—Insulation or other protection; Elements or use of specified material therefor
- E04B1/66—Sealings
- E04B1/68—Sealings of joints, e.g. expansion joints
- E04B1/6801—Fillings therefor
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
- E04G21/00—Preparing, conveying, or working-up building materials or building elements in situ; Other devices or measures for constructional work
- E04G21/02—Conveying or working-up concrete or similar masses able to be heaped or cast
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- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Physics & Mathematics (AREA)
- Electromagnetism (AREA)
- Mechanical Engineering (AREA)
- Buildings Adapted To Withstand Abnormal External Influences (AREA)
Abstract
The application belongs to the field of assembly type shear wall construction, and relates to an assembly type shear wall building structure and a construction method thereof, wherein the assembly type shear wall building structure comprises an assembly wall body, the bottom end of the assembly wall body is a first connecting end, the first connecting end is provided with a sliding block exposed out of the first connecting end, the top end of the assembly wall body is a second connecting end, and the second connecting end is provided with a sliding groove matched with the sliding block; a slurry groove is formed in the first connecting end of each assembling wall body, and the slurry groove is communicated with the sliding groove of the adjacent assembling wall body; the groove body formed by communicating the slurry groove and the sliding groove is a filling groove, the assembly wall body is provided with an air outlet and a filling hole for filling slurry, the filling hole is communicated with the filling groove, the air outlet is communicated with the filling groove, the communicating position of the air outlet and the filling groove is positioned at the top end of the filling groove, and the filling hole and the air outlet are matched with sealing plugs. This application has the effect of quick location adjacent assembly wall body.
Description
Technical Field
The application relates to the field of assembly type shear wall construction, in particular to an assembly type shear wall building structure.
Background
Shear walls, also known as wind-resistant walls or earthquake-resistant walls, are walls that are used in houses and structures to primarily bear horizontal and vertical loads caused by wind or earthquakes. The shear wall can prevent the structure from being damaged by shearing, and is generally made of reinforced concrete. The assembled shear wall structure is an integral concrete shear wall structure formed by connecting prefabricated wallboards which are wholly or partially adopted. The assembled shear wall has the advantages of labor cost saving, construction period shortening, good product quality control and the like, and is widely applied to the field of buildings.
The existing fabricated shear wall generally comprises an upper shear wall and a lower shear wall, and the upper shear wall and the lower shear wall are connected mainly in a grouting sleeve connection mode. The top of the lower shear wall is reserved with a steel bar with a certain length, and the bottom of the upper shear wall is preset with a corresponding sleeve. During connection, the sleeve of the upper shear wall is sleeved on the steel bar reserved in the lower shear wall, and concrete is poured into the sleeve to enable the steel bar, the sleeve and the concrete to form a stable connection system, so that the connection of the assembly type shear wall is realized.
However, when the reinforcing steel bar of lower shear wall was in the socket cooperation with the sleeve of last shear wall, because the bore with reinforcing steel bar complex sleeve is less, the more and reinforcing steel bar of quantity of reinforcing steel bar warp easily, and telescopic quantity is corresponding with reinforcing steel bar quantity for the location between reinforcing steel bar and the sleeve needs very accurate, needs the readjustment in the messenger's field of aiming at, has increased constructor's the operation degree of difficulty, thereby leads to the positioning process between reinforcing steel bar and the sleeve slow, is unfavorable for going on fast of construction.
Disclosure of Invention
In order to quickly locate adjacent assembly walls, the present application provides an assembled shear wall building structure.
The application provides an assembled shear force wall building structure adopts following technical scheme:
the assembly type shear wall building structure comprises an assembly wall body, wherein the bottom end of the assembly wall body is a first connecting end, the first connecting end is provided with a sliding block exposed out of the first connecting end, the top end of the assembly wall body is a second connecting end, and the second connecting end is provided with a sliding groove matched with the sliding block; the sliding block is provided with a telescopic lug, an elastic piece is arranged between the telescopic lug and the sliding block, and the inner wall of the sliding chute is provided with a clamping groove for the telescopic lug to be clamped in;
a slurry groove is formed in the first connecting end of each assembling wall body, and the slurry groove is communicated with the sliding groove of the adjacent assembling wall body; the groove body formed by communicating the slurry groove and the sliding groove is a filling groove, the assembly wall body is provided with an air outlet and a filling hole for filling slurry, the filling hole is communicated with the filling groove, the air outlet is communicated with the filling groove, the communicating position of the air outlet and the filling groove is positioned at the top end of the filling groove, and the filling hole and the air outlet are matched with sealing plugs.
Through adopting above-mentioned technical scheme, when adjacent assembly wall body connects, the spout of the assembly wall body of below is aimed at to the slider that will be located the assembly wall body of top, and the slider slides in the spout to slide the slider to the position of flexible lug and draw-in groove joint, through the positioning action of flexible lug and draw-in groove, make slider and spout can fix a position fast. After the location is accomplished, fill the thick liquids in the via grouting machine toward the filling hole, make the thick liquids be full of the filling tank, fill and fill the thick liquids back, fill the gas outlet stopper tightly through the sealing plug, will form the fixed block in the filling tank after the thick liquids solidifies, make adjacent assembly wall's connection more firm.
The connection of adjacent assembly wall bodies is stable due to the fixing mode of filling slurry, the positioning mode of the adjacent assembly wall bodies through the matching of the sliding blocks and the sliding grooves is simple and quick, and the quick positioning of the adjacent assembly wall bodies can be realized only by sliding the sliding blocks into the sliding grooves and sliding the sliding blocks to the positions of the telescopic convex blocks and the clamping grooves in a matched mode. The cooperation mode of slider and spout is favorable to reducing constructor's the operation degree of difficulty to promote the connection efficiency of assembly wall body, accelerate the process of construction.
Optionally, the communication position of the filling hole and the filling groove is located at the bottom end of the filling groove.
Through adopting above-mentioned technical scheme, at the in-process of pouring into thick liquids, thick liquids will pour into from the bottom of filling tank into, and the air that enables in the filling tank when reducing thick liquids and rock can discharge from the gas outlet from bottom to top for inside the air is difficult to mix into the thick liquids of pouring into, reduces the inside air content of thick liquids, with the compaction degree that increases thick liquids. Therefore, after the slurry is solidified, the number of gaps in the slurry is reduced, the stability of the solidified slurry is further improved, and the stability of connection between adjacent assembly cavities is enhanced.
Optionally, the sliding block includes a fixed end connected to the first connection end and a movable end slidably connected to the chute, and an outer diameter of the movable end is greater than an outer diameter of the fixed end; the two ends of the sliding direction of the sliding groove are provided with notches for the sliding block to slide in.
Through adopting above-mentioned technical scheme, the slider is difficult to directly extract with the spout, makes slider and spout itself have the fixed ability, promotes the firm degree that slider and spout are connected to stability when strengthening adjacent assembly wall and connecting promotes the overall stability behind the assembly wall and connects.
Optionally, the notch is flared.
Through adopting above-mentioned technical scheme, the notch of expanding the form outward is favorable to slider and spout to be fixed a position fast, makes slider and spout aim at more easily, has further reduced constructor's the operation degree of difficulty to promote the connection efficiency of adjacent assembly wall body.
Optionally, the slurry groove is located at two ends of the sliding block, and a sealing plate for sealing the notch is matched with the notch of the sliding groove.
Through adopting above-mentioned technical scheme, the thick liquids groove is located the both ends of slider, when filling thick liquids, with the notch of the sealed spout of closing plate to filling thick liquids in the filling tank, thick liquids cladding slider's both ends can play the tight spacing effect of clamp to the slider after thick liquids solidify, further promotes the stability of slider, and then promotes adjacent assembly wall's connection stability.
Optionally, the sealing plate extends to the first connecting end of the adjacent assembly wall; and a fixing piece is arranged between the sealing plate and the first connecting end and between the sealing plate and the second connecting end, and the fixing piece adopts a bolt.
By adopting the technical scheme, the sealing plate extends towards the first connecting end of the adjacent assembly wall body and is in threaded connection with the first connecting end and the second connecting end through the bolts respectively, so that the strength of the joint of the adjacent assembly wall bodies can be increased by the sealing plate, and the connection of the adjacent assembly wall bodies is more stable.
Optionally, the slider is provided with a receiving groove for completely receiving the telescopic protrusion and the spring in the contracted state.
Through adopting above-mentioned technical scheme, when the shrink state of spring, the holding tank can hold spring and flexible lug in inside, and is more smooth when making the slider get into the spout, and is favorable to the inseparable butt of the lateral wall of slider and the inner wall of spout to promote the slider and the stability of being connected of spout.
Optionally, the elastic member is a spring.
Through adopting above-mentioned technical scheme, the spring is easily acquireed in daily life, is favorable to reducing the production degree of difficulty of assembling the wall body.
The application provides a construction method of an assembly type shear wall building structure, which adopts the following technical scheme:
the construction method of the assembly type shear wall building structure comprises the following steps:
the assembling wall body is lifted, the sliding block of the assembling wall body above the assembling wall body is aligned to the notch of the assembling wall body below the assembling wall body, the telescopic lug is pressed into the accommodating groove of the sliding block, the sliding block of the assembling wall body above the assembling wall body is slid into the sliding groove of the assembling wall body below the assembling wall body through sliding, and the sliding block is slid to the position where the telescopic lug is matched with the clamping groove;
fixing a sealing plate between a first connecting end of the upper assembly wall and a second connecting end of the lower wall;
and injecting the slurry into the filling groove and the sliding groove through the filling hole, and plugging the air outlet and the filling hole by using the sealing plug after the slurry is filled.
Through adopting above-mentioned technical scheme, insert the slider in the spout to pour into thick liquids in order to connect adjacent assembly wall body in the filling tank. The adjacent assembly wall bodies are connected stably in the mode, and the adjacent assembly wall bodies are simply and quickly positioned, so that the operation difficulty of constructors is reduced, and the connection efficiency of the adjacent assembly wall bodies is improved.
To sum up, the application comprises the following beneficial technical effects:
1. the adjacent assembly walls can be quickly positioned and matched through the sliding blocks and the sliding grooves, the positioning difficulty in the connection of the assembly walls is reduced, slurry is poured into the pouring grooves after the positioning, and the slurry is solidified to form fixing blocks to fix the adjacent assembly walls, so that the adjacent assembly walls can be quickly positioned while being stably connected, the operation difficulty of constructors is further reduced, the connection efficiency of the assembly walls is improved, and the construction can be quickly carried out;
2. the outer diameter of the movable end of the sliding block is larger than that of the fixed end, so that the sliding block is not easy to separate when sliding into the sliding chute, the connection stability of the sliding block and the sliding chute is improved, and the connection stability of the assembled wall is enhanced;
3. the bottom that the intercommunication department of filling hole and filling tank is located the filling tank is favorable to reducing the inside possibility of thick liquids of air immixing when filling thick liquids to reduce the space department after thick liquids solidify, promote the bulk strength after thick liquids solidify, thereby make the connection between the adjacent assembly wall body more firm.
Drawings
Fig. 1 is a schematic structural view of the whole fabricated shear wall building structure according to embodiment 1 of the present application.
Fig. 2 is a schematic structural view of a first connection end of the fabricated shear wall building structure according to embodiment 1 of the present application.
Fig. 3 is a schematic structural view of a second connecting end of the fabricated shear wall building structure according to embodiment 1 of the present application.
Fig. 4 is a sectional view along the horizontal length direction in the application of the fabricated shear wall building structure of example 1 of the present application.
Fig. 5 is a cross-sectional view in the horizontal width direction in application of the fabricated shear wall building structure according to example 1 of the present application.
Description of reference numerals:
1. assembling a wall body; 11. a first connection end; 111. a slider; 1111. a telescopic lug; 1112. a spring; 1113. accommodating grooves; 1114. a fixed end; 1115. a movable end; 112. a slurry tank; 1131. a perfusion hole; 1132. an air outlet; 1133. a sealing plug; 12. a second connection end; 121. a chute; 1211. a notch; 1212. a sealing plate; 1213. a bolt; 1222. a clamping groove.
Detailed Description
The present application is described in further detail below.
Example 1:
the embodiment 1 discloses an assembly type shear wall building structure, referring to fig. 1, including an assembly wall 1, a bottom end of the assembly wall 1 is a first connection end 11, a top end of the assembly wall 1 is a second connection end 12, as shown in fig. 2, the first connection end 11 is provided with a slide block 111 exposed out of the first connection end 11, as shown in fig. 3, the second connection end 12 is provided with a sliding groove 121 matched with the slide block 111. Referring to fig. 2, the first connecting end 11 of the assembly wall 1 is provided with a slurry tank 112, and the slurry tank 112 is communicated with the chute 121 of the adjacent assembly wall 1; the trough body formed by the slurry trough 112 and the chute 121 is a pouring trough. Referring back to fig. 1, the installation wall 1 is provided with an air outlet 1132 and a filling hole 1131 for filling slurry.
The assembly wall 1 is in a vertically-placed rectangular shape, and with reference to fig. 2, a slider 111 is arranged on the first connection end 11 of the assembly wall 1. The slide block 111 is in a long strip shape, and the length direction is parallel to the horizontal length direction of the assembly wall 1. The length of the sliding block 111 is smaller than that of the first connection end 11, and the sliding block 111 is located in the middle of the first connection end 11 in the length direction. The top end of the sliding block 111 is fixedly connected with the end face of the first connecting end 11. The top end of the slider 111, i.e. the end of the slider 111 connected to the first connection end 11, is called a fixed end 1114, and the bottom end of the slider 111 is called a movable end 1115. The width of the fixed end 1114 is smaller than the width of the movable end 1115, so that the vertical section of the sliding block 111 along the horizontal width direction of the assembly wall 1 is trapezoidal.
Referring to fig. 4, the bottom surface of the slider 111 is provided with a receiving groove 1113. The holding tank 1113 is the circular shape recess, vertical setting. The accommodating groove 1113 has a downward opening and is located at the middle of the slider 111 in the length direction. Referring back to fig. 2, the inner wall of the accommodating groove 1113 is provided with a retractable protrusion 1111. The retractable protrusion 1111 is cylindrical, and the axis coincides with the axis of the accommodating groove 1113. Referring to fig. 4, an elastic member is disposed between the top surface of the telescopic protrusion 1111 and the top surface of the receiving groove 1113. The elastic member is a spring 1112. The extension and contraction direction of the spring 1112 is parallel to the axial direction of the extension and contraction projection 1111. The two ends of the spring 1112 in the extension direction are respectively fixedly connected with the top surfaces of the extension projection 1111 and the accommodation groove 1113. When the spring 1112 is compressed, the retractable protrusion 1111 can be completely received in the receiving groove 1113.
As shown in fig. 3, a sliding groove 121 matched with the sliding block 111 is arranged on the end surface of the second connecting end 12 of the assembly wall 1. The sliding groove 121 is long and the length direction is parallel to the horizontal length direction of the assembly wall 1. The top surface and both ends in the longitudinal direction of the sliding groove 121 are open, and the openings at both ends in the longitudinal direction are referred to as notches 1211. The slot 1211 is outwardly expanded to facilitate the slider 111 to be quickly aligned with the sliding slot 121, thereby performing a quick positioning function. The inner wall of the slide groove 121 abuts against the outer wall of the slider 111.
Referring to fig. 1, a sealing plate 1212 for covering the notch 1211 is disposed at the notch 1211 of the sliding groove 121. The sealing plate 1212 is in the form of a long plate, and the plate surface is parallel to the side surface of the assembly wall 1 in the horizontal width direction, and the top end of the sealing plate 1212 extends toward the first connection end 11. A plurality of through holes are preset at the edge of the sealing plate 1212, bolts 1213 are matched with the through holes, and the sealing plate 1212 is in threaded connection with the assembly wall 1 through the bolts 1213.
Referring back to fig. 4, a middle portion of the bottom wall of the sliding groove 121 in the length direction is provided with a slot 1222, the slot 1222 is a circular groove, and the axis of the circular groove coincides with the axis of the telescopic protrusion 1111. When the adjacent assembly wall bodies 1 are connected, the sliding blocks 111 of the assembly wall bodies 1 above slide into the sliding grooves 121 and slide to the clamping positions of the telescopic lugs 1111 and the clamping grooves 1222, so that the adjacent pile bodies are quickly positioned.
As shown in fig. 2, a slurry tank 112 is provided on the first connection end 11. The slurry tank 112 is communicated with the end face of the first connecting end 11, and the vertical section of the slurry tank 112 along the width direction of the assembly wall 1 is in an inverted trapezoid shape. Two slurry grooves 112 are provided, and are respectively located at two ends of the sliding block 111 in the length direction. When the adjacent assembled wall bodies 1 are connected, the slurry groove 112 is communicated with the chute 121.
In connection with fig. 5, the trough body formed by the pulp trough 112 together with the space of the chute 121 not occupied by the slide 111 is called a pouring trough. The side wall of the assembly wall 1 in the horizontal length direction is provided with a filling hole 1131. The filling hole 1131 is in a circular hole shape and is located at one end of the assembly wall 1 close to the second connecting end 12. The filling holes 1131 communicate with the bottom wall of the filling trough, that is, the filling holes 1131 communicate with the bottom wall of the chute 121. The aperture of the filling opening 1131 is smaller than the aperture of the locking slot 1222, so that the retractable protrusion 1111 will not be locked into the filling opening 1131 during the sliding process.
With reference to fig. 3, the perfusion orifice 1131 is fitted with a sealing plug 1133. The sealing plug 1133 is in the shape of a circular truncated cone, and the axial direction coincides with the axial direction of the filling hole 1131. The frustoconical sealing plug 1133 facilitates the sealing plug 1133 to tightly abut against the filling hole 1131, so as to enhance the sealing performance of the sealing plug 1133.
Similarly, referring to fig. 2, an air outlet 1132 is provided on a side wall of the assembly wall 1 in the horizontal length direction. The air outlet 1132 is in a circular hole shape and is located at one end of the assembly wall 1 close to the first connection end 11. Gas outlet 1132 is in communication with the top surface of the pour tank, i.e., gas outlet 1132 is in communication with the top surface of slurry tank 112. The filling opening 1131 is fitted with a sealing plug 1133.
With reference to fig. 5, after the adjacent assembled walls 1 are connected, the notches 1211 of the sliding grooves 121 are sealed by the sealing plates 1212, and slurry is poured into the filling grooves through the filling holes 1131, and the slurry gradually fills the whole grooves of the filling grooves from the bottom of the filling grooves, so that air in the filling grooves is discharged from the air outlet 1132 from bottom to top. The slurry is poured from the bottom of the pouring groove to reduce the air in the slurry, so that the gap left in the slurry after solidification is reduced, the integral strength of the slurry after solidification is enhanced, and the stability of connection of adjacent assembly walls is enhanced.
The implementation principle of the fabricated shear wall building structure of the embodiment 1 is as follows: when the adjacent assembly wall bodies 1 are connected, the sliding blocks 111 of the upper assembly wall body 1 are aligned to the notches 1211 of the sliding grooves 121, the telescopic protrusions 1111 are pressed into the accommodating grooves 1113, the upper assembly wall body 1 is moved along the sliding direction of the sliding grooves 121, the sliding blocks 111 slide into the sliding grooves 121, the telescopic protrusions 1111 at the bottoms of the sliding grooves 121 are clamped into the clamping grooves 1222 in the sliding grooves 121, and the adjacent assembly wall bodies 1 are quickly positioned.
After the adjacent assembled wall 1 is positioned, the notch 1211 of the sliding groove 121 is sealed by the sealing plate 1212, slurry is filled into the filling groove through the filling hole 1131 so that the slurry is filled into the whole filling groove, a fixing block is formed after the slurry is solidified, the fixing block can enhance the overall stability of the adjacent assembled wall 1, and the adjacent assembled wall 1 is connected more stably.
Example 2:
the construction method of the assembly type shear wall building structure comprises the following steps:
the assembly wall body 1 is lifted by a crane, the sliding block 111 of the assembly wall body 1 above is aligned with the notch 1211 of the assembly wall body 1 below, the telescopic lug 1111 is pressed into the accommodating groove 1113 of the sliding block 111, the sliding block 111 of the assembly wall body 1 above is slid into the sliding groove 121 of the assembly wall body 1 below by sliding, and the sliding block slides to the position where the telescopic lug 1111 is matched with the clamping groove 1222.
The sealing plate 1212 is fixed between the first connection end 11 of the upper fitting wall 1 and the second connection end 12 of the lower wall by the bolt 1213.
And injecting the slurry into the filling groove through the filling hole 1131 by using a grouting machine, and plugging the air outlet 1132 and the filling hole 1131 by using a sealing plug 1133 after the filling groove is filled with the slurry.
The above embodiments are preferred embodiments of the present application, and the protection scope of the present application is not limited by the above embodiments, so: all equivalent changes made according to the structure, shape and principle of the present application shall be covered by the protection scope of the present application.
Claims (9)
1. Assembled shear force wall building structure, including assembly wall body (1), its characterized in that: the bottom end of the assembly wall body (1) is a first connecting end (11), the first connecting end (11) is provided with a sliding block (111) exposed out of the first connecting end (11), the top end of the assembly wall body (1) is a second connecting end (12), and the second connecting end (12) is provided with a sliding groove (121) matched with the sliding block (111); a telescopic lug (1111) is arranged on the sliding block (111), an elastic piece is arranged between the telescopic lug (1111) and the sliding block (111), and a clamping groove (1222) for the telescopic lug (1111) to be clamped in is arranged on the inner wall of the sliding groove (121);
a slurry groove (112) is formed in the first connecting end (11) of each assembly wall body (1), and the slurry groove (112) is communicated with a sliding groove (121) of the adjacent assembly wall body (1); slurry tank (112) are the filling tank with the cell body that spout (121) intercommunication formed, be provided with gas outlet (1132) on assembly wall body (1) and be used for filling pouring orifice (1131) of thick liquids, pouring orifice (1131) communicate with the filling tank, gas outlet (1132) are located the top of filling tank with the intercommunication department of filling tank, filling orifice (1131) and gas outlet (1132) are supporting to have sealing plug (1133).
2. The fabricated shear wall building structure of claim 1, wherein: the communication position of the perfusion hole (1131) and the perfusion groove is positioned at the bottom end of the perfusion groove.
3. The fabricated shear wall building structure of claim 1, wherein: the sliding block (111) comprises a fixed end (1114) connected with the first connecting end (11) and a movable end (1115) connected with the sliding groove (121) in a sliding mode, and the outer diameter of the movable end (1115) is larger than that of the fixed end (1114); notches (1211) for the sliding block (111) to slide into are arranged at two ends of the sliding direction of the sliding chute (121).
4. The fabricated shear wall building structure of claim 3, wherein: the notch (1211) is in an outward expansion shape.
5. The fabricated shear wall building structure of claim 3, wherein: the slurry groove (112) is positioned at two ends of the sliding block (111), and a sealing plate (1212) used for sealing the notch (1211) is matched with the notch (1211) of the sliding groove (121).
6. The fabricated shear wall building structure of claim 5, wherein: the sealing plate (1212) extends towards a first connection end (11) of an adjacent assembly wall (1); a fixing piece is arranged between the sealing plate (1212) and the first connecting end (11) and between the sealing plate (1212) and the second connecting end (12), and the fixing piece is a bolt (1213).
7. The fabricated shear wall building structure of claim 1, wherein: the slider (111) is provided with an accommodating groove (1113) for completely accommodating the telescopic lug (1111) and the spring (1112) in a contracted state.
8. The fabricated shear wall building structure of claim 1, wherein: the elastic element adopts a spring (1112).
9. The construction method of the fabricated shear wall building structure according to any one of claims 1 to 8, comprising the steps of:
the assembling wall body (1) is lifted, the sliding block (111) of the assembling wall body (1) on the upper side is aligned to the notch (1211) of the assembling wall body (1) on the lower side, the telescopic lug (1111) is pressed into the accommodating groove (1113) of the sliding block (111), the sliding block (111) of the assembling wall body (1) on the upper side is slid into the sliding groove (121) of the assembling wall body (1) on the lower side through sliding, and the sliding block slides to the position where the telescopic lug (1111) is matched with the clamping groove (1222);
fixing a sealing plate (1212) between a first connecting end (11) of an upper assembly wall (1) and a second connecting end (12) of a lower wall;
and injecting the slurry into the pouring groove through the pouring hole (1131), and tightly plugging the air outlet (1132) and the pouring hole (1131) by using a sealing plug (1133) after the slurry is filled.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202110963848.4A CN113585522A (en) | 2021-08-21 | 2021-08-21 | Fabricated shear wall building structure and construction method thereof |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
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| CN114197685A (en) * | 2021-11-23 | 2022-03-18 | 桁立建设集团有限公司 | Shear wall structure for earthquake-resistant energy-saving house and construction method thereof |
| CN115095040A (en) * | 2022-06-28 | 2022-09-23 | 张锦中 | Assembled concrete building convenient to adjust |
| CN115324327A (en) * | 2022-08-22 | 2022-11-11 | 姚辉渊 | Environment-friendly energy-saving building template for building outer wall |
| CN115822128A (en) * | 2023-02-23 | 2023-03-21 | 成都建工第六建筑工程有限公司 | Assembly type wall body structure and construction method |
| CN118639761A (en) * | 2024-06-28 | 2024-09-13 | 中国电建集团华东勘测设计研究院有限公司 | Connecting piece, building component and construction method |
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| CN212926830U (en) * | 2020-08-11 | 2021-04-09 | 青岛欧克斯新型建材有限公司 | Rock wool board convenient to installation |
| CN213418104U (en) * | 2020-09-16 | 2021-06-11 | 北京挚诚华腾建设工程有限公司 | Rock wool heated board connection structure |
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| CN208072706U (en) * | 2018-02-01 | 2018-11-09 | 常州工程职业技术学院 | A kind of connection structure of the prefabricated steel shear wall horizontal joint of slip installation |
| CN212926830U (en) * | 2020-08-11 | 2021-04-09 | 青岛欧克斯新型建材有限公司 | Rock wool board convenient to installation |
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| Publication number | Priority date | Publication date | Assignee | Title |
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| CN114197685A (en) * | 2021-11-23 | 2022-03-18 | 桁立建设集团有限公司 | Shear wall structure for earthquake-resistant energy-saving house and construction method thereof |
| CN115095040A (en) * | 2022-06-28 | 2022-09-23 | 张锦中 | Assembled concrete building convenient to adjust |
| CN115095040B (en) * | 2022-06-28 | 2024-05-17 | 广东旭江建筑科技有限公司 | Assembled concrete building convenient to adjust |
| CN115324327A (en) * | 2022-08-22 | 2022-11-11 | 姚辉渊 | Environment-friendly energy-saving building template for building outer wall |
| CN115822128A (en) * | 2023-02-23 | 2023-03-21 | 成都建工第六建筑工程有限公司 | Assembly type wall body structure and construction method |
| CN118639761A (en) * | 2024-06-28 | 2024-09-13 | 中国电建集团华东勘测设计研究院有限公司 | Connecting piece, building component and construction method |
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Application publication date: 20211102 |