Fabricated wall structure
By employing a locking structure of locking strips and locking slots in prefabricated walls, along with the mechanical interlocking connection of the positioning base, the problems of weak wall panel connections and insufficient bottom anchorage are solved, thereby improving the seismic performance and structural stability of the walls.
Patent Information
- Application Number
- CN202520915184.8
- Authority / Receiving Office
- CN · China
- Patent Type
- Utility models(China)
- Current Assignee / Owner
- Filing Date
- 2025-05-12
- Publication Date
- 2026-01-30
- Estimated Expiration
- 2035-05-12
AI Technical Summary
In traditional prefabricated wall structures, the wall panel connections are weak and the bottom anchorage is insufficient, resulting in poor seismic performance and making them prone to fracture or overturning under earthquakes or strong winds.
The wall panel and positioning column are connected by a locking structure with locking inserts and locking slots, and the positioning base and the pre-embedded bars of the wall base form a mechanical interlock, which enhances the connection stability and anchoring performance.
It improves the connection stability between the wall panel and the positioning column and the overall structural strength, enhances the bottom anchoring performance, and improves the seismic performance and structural stability of the prefabricated wall.
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Figure CN223853618U_ABST
Abstract
Description
TECHNICAL FIELD
[0001] The utility model belongs to building wall structure technical field, concretely relates to a kind of fabricated wall structure. BACKGROUND
[0002] Fabricated concrete wall takes prefabricated wallboard as core component, through factory production, fast assembly on site, significantly improve construction efficiency and reduce artificial dependence, especially applicable to time-constrained large-scale residential and public building project.Compared with traditional cast-in-place structure, its advantages mainly reflect in three aspects:one is that factory prefabrication mode can accurately control concrete proportioning and curing condition, substantially reduce wall cracking, hollowing and other quality problems;Two is that modular design can be combined with energy-saving technology, for example, integrated insulation layer or photovoltaic panel, reduce building life cycle energy consumption;Three is that on-site wet work is reduced, can effectively save construction waste and reduce dust pollution, consistent with green building concept.Therefore, fabricated concrete wall has shown broad application potential in building construction.
[0003] The current seismic performance of fabricated concrete wall is still the core bottleneck restricting its wide application.Structure connection weakness is the primary problem:the current wallboard relies on traditional bolt, welding and other rigid connection nodes between wallboards, resulting in that the integrity and ductility of the structure are far inferior to the continuous steel reinforcement frame of cast-in-place structure, which is prone to fracture or displacement due to node stress concentration in earthquake, leading to structural damage or even local collapse.At the same time, insufficient bottom anchoring further aggravates the risk:the existing wallboard is mostly fixed on the upper side of wall base through simple prefabricated parts, lacks bidirectional constraint mechanism, and is difficult to ensure effective cooperative stress of wallboard and foundation, which is prone to overturning or sliding under the action of earthquake or strong wind.
[0004] Based on this, the utility model provides a kind of fabricated wall structure to solve the problems existing in the prior art. UTILITY MODEL CONTENTS
[0005] Therefore, the main purpose of the utility model is to provide a kind of fabricated wall structure to solve the problems of weak wallboard structure connection and insufficient bottom anchoring of traditional fabricated wall.
[0006] To achieve the above purpose, the technical scheme of the utility model is as follows:
[0007] A kind of fabricated wall structure, comprising:
[0008] Wallboard, for plate structure, locking insert strip is arranged at both ends of wallboard;
[0009] Positioning column is arranged between two adjacent wallboards, locking slot is arranged on both sides of positioning column, and locking insert strip is matched, and positioning column is connected with wallboard by through bolt;
[0010] Positioning base, pre-cast in the wall base position, and connected with the positioning column.
[0011] In a preferred embodiment, the locking insert is uniformly provided with a plurality of first through holes, which are matched with second through holes provided on the corresponding position of the positioning column, and the first through holes and the second through holes are connected with the through bolt.
[0012] In a preferred embodiment, the wall structure further comprises a concrete connecting plate, which is provided on the upper end of the positioning column and connects two adjacent wall plates through the connecting bolt.
[0013] In a preferred embodiment, the upper end of the locking insert is provided with a bolt hole, which is threadedly connected with the connecting bolt.
[0014] In a preferred embodiment, the positioning base comprises:
[0015] The concrete positioning base plate is a U-shaped plate structure, and a plurality of embedded bars are provided on the outer side of the two side plates and the bottom plate of the positioning base plate.
[0016] The positioning insert is provided on the upper side of the bottom plate of the positioning base plate and is connected with the grouting sleeve pre-embedded in the lower end of the positioning column.
[0017] In a preferred embodiment, the inner side of the two side plates of the positioning base plate is provided with a clearance slot, which is engaged with the clamping block provided on the lower end of the positioning column.
[0018] In a preferred embodiment, the grouting sleeve is pre-embedded in the inner side of the lower end of the positioning column, the upper end of the grouting sleeve is threadedly connected with the main bar in the positioning column, the lower end surface is flush with the bottom end surface of the positioning column, and the lower end surface is connected with the positioning insert.
[0019] In a preferred embodiment, the grouting port and the discharge port pre-provided on the outer side wall of the grouting sleeve extend to the outer surface of the positioning column, forming an open operation window.
[0020] In a preferred embodiment, the grouting port and the discharge port are in communication with the internal grouting cavity of the grouting sleeve, and a plurality of annularly arranged flow limiting bosses are provided in the grouting cavity.
[0021] In a preferred embodiment, the lower end of the grouting cavity close to the grouting port is further provided with a rubber sealing member, which is in close contact with the positioning insert.
[0022] Compared with the prior art, the present application provides a prefabricated wall structure, which has the following beneficial effects:
[0023] 1. Through the setting of the wallboard and the positioning column, the locking strip is inserted into the locking slot during use, forming a latching structure, which ensures the stability of the wallboard and the positioning column in the geometric structure during connection; at the same time, the through bolt is locked by penetrating the first penetrating hole and the second penetrating hole, and through this double insurance connection mode, the initial installation and positioning accuracy of the wallboard and the positioning column is ensured, and the overall structural strength is strengthened through mechanical connection, solving the problem of weak connection of the wallboard structure.
[0024] 2. Through the setting of the positioning base, the pre-embedded rib is used in cooperation with the wall base concrete during installation, and a mechanical engagement is formed with the wall base concrete, thereby enhancing the anchoring performance of the positioning base plate and the foundation structure, and solving the problem of insufficient anchoring performance of the bottom of the traditional assembled wall.
[0025] 3. Through the setting of the connection mode between the positioning column and the positioning base, the mortise and tenon type cooperation relationship between the letting slot and the clamping block is ensured, thereby ensuring the stability of the positioning column and the positioning base after connection; at the same time, the positioning column and the positioning bar are connected through the grouting sleeve, thereby ensuring the reliable connection of the positioning column and the positioning bar.
[0026] The problem of hidden dangers of firmness and safety existing in the traditional frost heaving foundation is solved. BRIEF DESCRIPTION OF DRAWINGS
[0027] In order to more clearly illustrate the technical scheme in the embodiments of the present application or the prior art, the drawings needed to be used in the embodiment or the prior art description will be briefly introduced below. Obviously, the drawings in the following description are only some embodiments of the present application, and other drawings can be obtained by those skilled in the art without creative labor.
[0028] Figure 1 It is a whole structure schematic view of the assembled wall structure of the present application;
[0029] Figure 2 It is an exploded view of the wallboard and the positioning column of the present application during connection;
[0030] Figure 3 It is a structure schematic view of the positioning column of the present application;
[0031] Figure 4 It is a structure schematic view of the positioning base of the present application;
[0032] Figure 5 It is a structure schematic view of the grouting sleeve of the present application;
[0033] Figure 6 It is a sectional view of the grouting sleeve of the present application.
[0034]
MAIN COMPONENT SYMBOL EXPLANATION
[0035] 1, wallboard; 11, locking strip; 12, first through hole; 2, positioning column; 21, locking slot; 22, clamping block; 23, second through hole; 24, main reinforcement; 3, positioning base; 31, positioning base plate; 32, positioning insert; 33, embedded reinforcement; 34, clearance groove; 4, connecting plate; 5, through bolt; 6, connecting bolt; 7, grouting sleeve; 71, rubber sealing element; 72, grouting port; 73, drainage port; 74, cavity; 75, flow limiting boss. DETAILED DESCRIPTION
[0036] The structure of the assembled wall structure will be further described in detail below in combination with the drawings and embodiments of the present application.
[0037] It should be noted that the embodiments in the present application and the features in the embodiments can be combined with each other without conflict. The present application will be described in detail below with reference to the drawings and in combination with the embodiments.
[0038] It should be noted that the terms used herein are only for describing specific embodiments, and are not intended to limit the exemplary embodiments of the present application. As used herein, the singular form is intended to include the plural form unless the context clearly indicates otherwise, and it should also be understood that the terms "comprise" and / or "include" as used in the specification indicate the presence of features, steps, operations, devices, components and / or combinations thereof.
[0039] It should be noted that the terms "first", "second", and the like in the specification and claims of the present application and the above-described drawings are used to distinguish similar objects, and do not necessarily have to be used to describe a specific order or sequence. It should be understood that the data used in this way can be interchanged under appropriate circumstances, so that the embodiments of the present application described herein can be implemented in an order other than those illustrated or described herein. In addition, the terms "include" and "have" and any variations thereof are intended to cover non-exclusive inclusion, for example, a process, method, system, product or device that includes a series of steps or units does not have to be limited to those steps or units listed, but can include other steps or units not listed or inherent to these processes, methods, products or devices.
[0040] For purposes of the description hereinafter, spatial relative terms, such as "above", "below", "upper", "lower", and the like, can be used to describe the relative position of one element or feature to another as illustrated in the figures. It will be understood that the spatial relative terms are intended to encompass different orientations of the device in use or operation in addition to the orientations depicted in the figures. For example, if the device in the figures is turned over, elements described as "above" or "up" other elements or features would then be oriented "below" or "down" the other elements or features. Thus, the exemplary term "above" can encompass both an orientation of above and below. The device can be otherwise oriented (rotated 90 degrees or at other orientations) and the spatially relative descriptors used herein interpreted accordingly.
[0041] As shown in the description accompanying drawings Figures 1-6 The utility model provides a technical scheme: an assembled wall structure, the assembled wall is prefabricated structure, including a plurality of wallboard 1, positioning column 2 and positioning base 3. Specifically, wallboard 1 is the wall structure of board shape, as the main part of wall, is used to play the key role of partitioning space and providing protection after completing installation, positioning column 2 is installed between two adjacent wallboard 1, mainly bears the connecting function, can effectively enhance the connecting strength between adjacent wallboard 1, and positioning column 2 and two adjacent wallboard 1 are connected respectively through through bolt 5, and then jointly constitute complete wall structure, positioning base 3 is precast in the wall base position of wall, its role is to improve the anchoring performance of wall bottom, ensure the stability of wall structure, and positioning base 3 and positioning column 2 adopt detachable connecting mode, this design guarantees the stability of positioning column 2 in the installation process, and provides the convenience for the subsequent possible maintenance or adjustment.
[0042] In a preferred embodiment, as Figure 1 , Figure 2 and Figure 3As shown, the wallboard 1 is provided with locking strips 11 at both ends, which are engaged with locking slots 21 provided on both sides of the positioning column 2, so that the locking strips 11 are inserted into the locking slots 21 to form a locking structure, thereby ensuring the stability of the wallboard 1 and the positioning column 2 in geometry when they are connected. Meanwhile, a plurality of first through holes 13 are uniformly provided on the locking strips 11, which are used in cooperation with second through holes 23 provided on the positioning column 2. When the through bolts 5 are inserted through the first through holes 13 and the second through holes 23 at corresponding positions, the adjacent wallboard 1 and the positioning column 2 can be connected. This double insurance connection mode not only ensures the initial installation and positioning accuracy of the wallboard 1 and the positioning column 2, but also strengthens the overall structural strength through mechanical connection.
[0043] In a preferred embodiment, as shown in Figure 1 and Figure 2 The wall structure further comprises a top concrete connecting plate 4, which is provided at the upper end of the positioning column 2 and connected with the bolt hole 12 provided at the upper end of the locking strip 11 through the connecting bolt 6. Through the arrangement of the connecting plate 4, the locking strips 11 of two adjacent wallboards 1 can be connected during installation, thereby ensuring the integrity between the wallboard 1 and the positioning column 2 after installation, and also playing a shielding role to prevent rainwater from entering the wall through the connection gap between the locking strip 11 and the locking slot 2 during use, thereby affecting the quality of the wall.
[0044] In a preferred embodiment, as shown in Figure 1 and Figure 2As shown, the positioning base 3 comprises a concrete positioning base plate 31 and a positioning insert 32 embeddedly installed on the positioning base plate 31. Specifically, the positioning base plate 31 is a U-shaped plate-shaped concrete structure formed by pouring, and an arc-shaped accommodation groove 34 is arranged on the inner side of each side plate of the positioning base plate 31. The accommodation groove 34 is used in cooperation with the clamping block 22 arranged at the lower end of the positioning column 2. During installation, the accommodation groove 34 and the clamping block 22 are matched with each other to form a mortise and tenon type matching relationship. During the installation process, accurate positioning is achieved through arc surface guidance, and after the installation is completed, transverse limiting action is generated through the shape surface constraint. The positioning base plate 31 can guide the installation of the positioning column 2 during installation and limit the positioning column 2 after installation, thereby effectively ensuring the stability of the positioning column 2 after installation. The outer side of the side plates and the bottom plate of the positioning base plate 31 are provided with a plurality of embedded ribs 33. The embedded ribs 33 are used in cooperation with the wall base concrete to form mechanical engagement with the wall base concrete, thereby enhancing the anchoring performance of the positioning base plate 31 and the foundation structure. The positioning insert 32 is vertically embedded on the upper surface of the bottom plate of the positioning base plate 31 and is rigidly connected with the grouting sleeve 7 pre-set at the bottom of the positioning column 2 through the pressure grouting process. This combined connection mode not only ensures the perpendicularity control between the positioning column 2 and the positioning base plate 31, but also forms a continuous force transmission path through the grout anchor connection, thereby finally constructing a wall anchoring system with geometric positioning accuracy and structural integrity.
[0045] In a preferred embodiment, as shown in Figure 1 、 Figure 2 、 Figure 5 and Figure 6 , the grouting sleeve 7 is embedded in the inner side of the lower end of the positioning column 2, the upper end of the grouting sleeve 7 is threadedly connected with the main rib 24 in the positioning column 2, the lower end surface is flush with the bottom end surface of the positioning column 2 to realize accurate butt joint, and the grouting sleeve 7 is used in cooperation with the positioning insert 32 to form a matching connection system. During installation, the vertical force transmission path is formed through the axial insertion of the positioning insert 32 and the grouting sleeve 7. The grouting port 72 and the discharge port 73 pre-set on the outer wall of the grouting sleeve 7 both extend to the outer surface of the positioning column 2 and form an open type operation window, thereby facilitating the pressure grouting operation during on-site construction and ensuring that the grout can fully fill the internal cavity of the grouting sleeve 7 and effectively wrap the positioning insert 32. Finally, the reliable connection between the positioning column 2 and the positioning insert 32 is realized through the grout anchor connection process.
[0046] In a preferred embodiment, as shown in Figure 6As shown, the grouting port 72 and the discharge port 73 are both in communication with the internal pressure grouting cavity 74 of the grouting sleeve 7, and a plurality of annularly arranged flow limiting bosses 75 are arranged in the pressure grouting cavity 74. Through the arrangement of the flow limiting bosses 75, in the grouting process, the flow limiting bosses 75 can generate a progressive flow resistance effect on the grouting material, forcing the grouting material to form pressure accumulation in the annular cavity formed by adjacent bosses; at the same time, the pressure gradient drives the grouting material to generate a radial compaction effect, effectively eliminating the grouting cavity and improving the compaction degree of the grouting-steel bar interface; during grouting, the flow limiting bosses 75 control the flow path of the grouting material, ensuring that the grouting material and the surface of the positioning dowel 32 form a continuous force transmission interface. This construction measure not only guarantees the mechanical properties of the grout anchor connection, but also delays the penetration path of the corrosion medium through physical barriers, significantly improves the structural durability of the node connection, and finally ensures that the grouting sleeve 7 and the positioning dowel 32 form a reliable mechanical connection.
[0047] In a preferred embodiment, as shown in Figure 6 As shown, the lower end of the pressure grouting cavity 74 near the grouting port 72 is also provided with a rubber sealing element 71, which is used in cooperation with the positioning dowel 32 to tightly extrude the outside of the positioning dowel 32 after the positioning dowel 32 is installed, so as to prevent the mortar from flowing outwards through the installation gap of the positioning dowel 32 during the pressure grouting process.
[0048] The construction process of the assembly type wall structure of the utility model includes:
[0049] Firstly, in the process of wall base treatment, the positioning base 3 is poured into the wall base in a pre-buried and first-poured manner, and the position of the positioning base 3 can meet the installation of the wall panel 1; after the later-poured concrete solidifies, the positioning column 2 is hoisted on the upper side of the positioning base 3, and in the hoisting process, the positioning dowel 32 is inserted into the lower end of the grouting sleeve 7, and the lower end face of the positioning column 2 is controlled to tightly press on the inner side face of the bottom plate of the positioning base plate 31, then after the hoisting of the positioning column 2 is completed, the grouting port 72 is connected with the grouting hose for grouting, until the continuous discharge of the mortar at the discharge port 73, the grouting process is completed, and the grouting port 72 and the discharge port 73 are plugged; finally, after the mortar solidifies, the wall panel 1 is hoisted, and the adjacent wall panels 1 and the positioning column 2 are connected by using the through bolt 5 and the connecting plate 4, and the on-site installation of the assembly type wall is completed.
[0050] The above only describes the preferred embodiments of the utility model, and is not used to limit the protection scope of the utility model.
Claims
1. A fabricated wall structure, characterized by, The application relates to a wall structure. The wall structure comprises wall plates (1) which are plate-shaped structures and are provided with locking insertion strips (11) at both ends of the wall plates (1); positioning columns (2) which are arranged between two adjacent wall plates (1) and are provided with locking clamping grooves (21) at both sides of the positioning columns (2) and matched with the locking insertion strips (11) and connected with the wall plates (1) through through bolts (5); and positioning bases (3) which are pre-cast at wall base positions and connected with the positioning columns (2). The locking insertion strips (11) are uniformly provided with a plurality of first penetrating holes (13) which are matched with second penetrating holes (23) arranged at corresponding positions of the positioning columns (2) and connected with the through bolts (5). The wall structure further comprises concrete connecting plates (4) which are arranged at upper ends of the positioning columns (2) and connected with two adjacent wall plates (1) through connecting bolts (6).
2. A fabricated wall structure as claimed in claim 1, wherein, Upper ends of the locking insertion strips (11) are provided with bolted holes (12) which are threadedly connected with the connecting bolts (6).
3. A fabricated wall structure as claimed in claim 1, wherein, The positioning bases (3) comprise:
4. A fabricated wall structure as claimed in claim 3, wherein, concrete positioning base plates (31) which are U-shaped plate-shaped structures and are provided with a plurality of pre-embedded reinforcing bars (33) outside both side plates and a bottom plate of the positioning base plates (31); 5. A fabricated wall structure as claimed in claim 1, wherein, positioning insertion reinforcing bars (32) which are arranged on the upside of the bottom plate of the positioning base plates (31) and connected with grouting sleeves (7) pre-embedded at lower ends of the positioning columns (2). Inner sides of both side plates of the positioning base plates (31) are provided with let-in grooves (34) which are mutually engaged with clamping blocks (22) arranged at lower ends of the positioning columns (2). The grouting sleeves (7) are pre-embedded at the inner side of the lower ends of the positioning columns (2), the upper ends of the grouting sleeves (7) are threadedly connected with main reinforcing bars (24) in the positioning columns (2), the lower end faces are flush with the bottom end faces of the positioning columns (2) and connected with the positioning insertion reinforcing bars (32).
6. A fabricated wall structure as claimed in claim 5, wherein Grouting openings (72) and grout discharging openings (73) pre-set on the outer walls of the grouting sleeves (7) extend to the outer surfaces of the positioning columns (2) and form open operation windows.
7. A fabricated wall structure as claimed in claim 5, wherein The grouting openings (72) and the grout discharging openings (73) are in communication with internal pressure grouting cavities (74) of the grouting sleeves (7) and a plurality of annular flow limiting bosses (75) are arranged in the pressure grouting cavities (74).
8. A fabricated wall structure as claimed in claim 5, wherein, The lower end of the pressure grouting cavity (74) close to the grouting opening (72) is further provided with a rubber sealing member (71) which is in close contact with the positioning insertion reinforcing bar (32).
9. A fabricated wall structure as claimed in claim 8, wherein, 10. A fabricated wall structure as claimed in claim 9, wherein,