Concrete infilled wall seam drawing structure
By setting up a joint structure on the exterior wall and using the tie ribs, the problem of mismatch between the load-bearing pressure of the boss and the wall during the exterior wall pouring process is solved, and the effect of improving construction efficiency and saving costs is achieved.
Patent Information
- Application Number
- CN202421620807.0
- Authority / Receiving Office
- CN · China
- Patent Type
- Utility models(China)
- Current Assignee / Owner
- Filing Date
- 2024-07-10
- Publication Date
- 2025-06-10
- Estimated Expiration
- 2034-07-10
AI Technical Summary
During the existing technology, the unified use of all concrete in the exterior wall pouring process leads to mismatch between the load-bearing pressure of the boss and the wall, resulting in increased costs and unimproved construction efficiency.
Design a concrete-filled wall joint structure. By setting up a joint structure on the exterior wall, including structural joints, vertical structures and horizontal structures, the joints are pre-inserted into the concrete using tie ribs to ensure that the structural joints are closely fitted with the lower concrete members.
Improve construction efficiency, save construction costs, and ensure the safety of the house.
Smart Images
Figure CN222962267U_ABST
Abstract
Description
Technical Field
[0001] The utility model belongs to the field of construction, and particularly relates to a concrete filled wall joint structure. Background Technique
[0002] During the pouring process of the existing wall, all concrete is used for pouring, and the cast-in-place exterior wall structure generally adopts one-time casting in one layer; this process can greatly improve the construction efficiency; however, regarding the corresponding parts of the exterior wall protrusions (such as air conditioner placement platforms, extension platforms, etc.), in terms of bearing pressure, the bearing pressure ratio between the protrusion and the wall is different. If all concrete is uniformly used for casting, the following disadvantages exist:
[0003] First, the cost increases;
[0004] Second, the efficiency of completing the construction of the house cannot be improved. Content of the Utility Model
[0005] The utility model provides a concrete filled wall joint structure to solve the above problems.
[0006] To solve the above problems, the technical solution provided by the utility model is as follows: A concrete filled wall joint structure, a joint structure is arranged on the exterior wall, and the joint structure includes a structural joint, a vertical structure and a horizontal structure; the horizontal structure is arranged on the front end face of the structural beam of this layer, one structural joint is installed on the top of the structural beam of this layer, one end of the vertical structure is fixed to the upper surface of one structural joint, the lower surface of one structural joint is embedded into the top of the structural beam of this layer, and the other end of the vertical structure is inserted into the bottom of the upper structural beam; one end of the second structural joint is connected to the horizontal structure, and the other end of the second structural joint is fixed to the structural beam of this layer.
[0007] Preferred technical solution, the vertical structure includes a first distribution reinforcement, a first tie reinforcement and a first tension reinforcement; one end of the first distribution reinforcement is installed inside the top end of the structural beam of this layer, and the other end of the first distribution reinforcement is installed inside the bottom end of the upper structural beam; one end of the first tension reinforcement is fixed to one of the first distribution reinforcements, and the other end of the first tension reinforcement is fixed to the other first distribution reinforcement; one end of the first tie reinforcement penetrates through the structural joint and extends to the inside of the top end of the structural beam of this layer, and the other end of the first tie reinforcement extends between the two first distribution reinforcements.
[0008] In the preferred technical solution, the corresponding number of the first tension reinforcements are installed at the position between the two first distribution reinforcements, and several of the first tension reinforcements are distributed in a partitioned manner between the two first distribution reinforcements.
[0009] Preferred technical solution: The structural beam of this layer includes a left structural beam and a right structural beam; the two vertical structures are respectively arranged inside the left structural beam and the right structural beam.
[0010] Preferred technical solution: The structural beam of this layer further includes a cross beam, and the horizontal structure is arranged on the front end face of the cross beam.
[0011] Preferred technical solution: The horizontal structure includes a second distribution bar, a second tie bar, and a second tension bar; one end of the second distribution bar is fixed to its second crack structure, and the second crack structure is embedded into the front end face of the cross beam. One end of the second tie bar penetrates through its second crack structure and is inserted into the front end face of the cross beam. The other end of the second tie bar extends to the position between the two second distribution bars. One end of the second tension bar is fixed to one of the second distribution bars, and the other end of the second tension bar is fixed to the other second distribution bar.
[0012] The beneficial effect compared with the prior art is that by adopting the above solution, before installing the horizontal structure of the present utility model, the tie bars can be inserted in advance, and the structural crack is pressed into the concrete before the initial setting of the concrete, so that the structural crack is closely attached to the lower-layer concrete member, and at the same time, the tie bars are inserted in place at one time. It avoids the complex practices of previously reserving inserted bars, violently opening holes for the crack material according to the on-site steel bar situation, and being unable to press the crack material into the concrete after the final setting of the concrete. By using this device, not only the efficiency of house delivery is improved, but also the construction cost is saved, on the premise of ensuring the safety of the house. BRIEF DESCRIPTION OF THE DRAWINGS
[0013] In order to more clearly illustrate the technical solutions in the embodiments or the prior art, the following will briefly introduce the drawings required for the description of the embodiments or the prior art. Obviously, the drawings in the following description are only some embodiments of the utility model. For those of ordinary skill in the art, without creative efforts, other drawings can be obtained based on these drawings.
[0014] Figure 1 It is a schematic diagram of the overall structure of the present utility model;
[0015] Figure 2 It is a schematic diagram of the vertical structure of the present utility model;
[0016] Figure 3 It is a schematic diagram of the horizontal structure of the present utility model;
[0017] Figure 4 It is a schematic diagram of the structural crack of the present utility model;
[0018] As shown in the above legend: left structural beam 1; right structural beam 2; cross beam 3; upper structural beam 4; vertical structure 5; horizontal structure 6; one first distribution bar 51; two first distribution bars 52; first stirrup 53; first tie bar 54; one structural joint 55; one second distribution bar 61; two second distribution bars 62; second stirrup 63; second tie bar 64; two structural joints 65. Detailed implementation mode
[0019] For the convenience of understanding the present invention, the present invention will be described in more detail below with reference to the drawings and specific embodiments. The preferred embodiments of the present invention are shown in the drawings. However, the present invention can be implemented in many different forms and is not limited to the embodiments described in this specification. On the contrary, the purpose of providing these embodiments is to make the understanding of the disclosure of the present invention more thorough and comprehensive.
[0020] It should be noted that when an element is referred to as being "fixed to" another element, it can be directly on the other element or there can also be an intermediate element. When an element is considered to be "connected" to another element, it can be directly connected to the other element or there may be an intermediate element at the same time. The terms "fixed", "integrally formed", "left", "right" and similar expressions used in this specification are only for the purpose of illustration. In the drawings, units with similar structures are labeled with the same reference numerals.
[0021] Unless otherwise defined, all technical and scientific terms used in this specification have the same meaning as commonly understood by those skilled in the technical field to which the present invention belongs. The terms used in this specification in the description of the present invention are only for the purpose of describing specific embodiments and are not used to limit the present invention.
[0022] As Figures 1-4 shown, an embodiment of the present invention is: a structural joint structure for a concrete filled wall, a structural joint structure is provided on the exterior wall, and the structural joint structure includes a structural joint, a vertical structure 5 and a horizontal structure 6; the horizontal structure 6 is arranged on the front end face of the structural beam of this layer, one structural joint 55 is installed on the top of the structural beam of this layer, one end of the vertical structure 5 is fixed to the upper surface of one structural joint 55, the lower surface of one structural joint 55 is embedded into the top of the structural beam of this layer, and the other end of the vertical structure 5 is inserted into the bottom of the upper structural beam 4; one end of the two structural joints 65 is connected to the horizontal structure 6, and the other end of the two structural joints 65 is fixed to the structural beam of this layer.
[0023] The vertical structure 5 includes a first distribution bar, a first tie bar 54, and a first stirrup 53; one end of the first distribution bar is installed inside the top end of the structural beam of this layer, and the other end of the first distribution bar is installed inside the bottom end of the upper-layer structural beam 4; one end of the first stirrup 53 is fixed to one of the first distribution bars, and the other end of the first stirrup 53 is fixed to the other first distribution bar; one end of the first tie bar 54 penetrates through the structural joint and extends inside the top end of the structural beam of this layer, and the other end of the first tie bar 54 extends between the two first distribution bars.
[0024] At the position between the two first distribution bars, the corresponding number of the first stirrups 53 are installed as required for the project, and several first stirrups 53 are distributed in a partitioned manner between the two first distribution bars.
[0025] The structural beam of this layer includes a left structural beam 1 and a right structural beam 2; the two vertical structures 5 are respectively arranged inside the left structural beam 1 and the right structural beam 2.
[0026] The structural beam of this layer further includes a cross beam 3, and the horizontal structure 6 is arranged on the front end face of the cross beam 3.
[0027] The horizontal structure 6 includes a second distribution bar, a second tie bar 64, and a second stirrup 63; one end of the second distribution bar is fixed to the second joint structure, and the second joint structure is embedded into the front end face of the cross beam 3; one end of the second tie bar 64 penetrates through the second joint structure and is inserted into the front end face of the cross beam 3, the other end of the second tie bar 64 extends to the position between the two second distribution bars, one end of the second stirrup 63 is fixed to one second distribution bar 61, and the other end of the second stirrup 63 is fixed to the other second distribution bar 62.
[0028] The installation process of the joint structure during the casting of the exterior wall and the structural beam is as follows:
[0029] Install the joint structure for the vertical structure 5 in the left structural beam 1:
[0030] First, one end of the first stirrup 53 is fixed to one first distribution bar 51 by binding wire, and the other end of the first stirrup 53 is fixed to the other first distribution bar 52 by binding wire. The number of the first stirrups 53 is the standard number required for the project, so that the first stirrup 53, one first distribution bar 51, and the other first distribution bar 52 form an I-shaped first structural member.
[0031] Then, place one joint structure 55 on the top of the left structural beam 1 (when the concrete is in the state of not setting).
[0032] Fix one end of the first stirrup 53, one of its first distribution bars 51 and the other first distribution bar 52, which form an I-shaped first structural member, to the upper surface of one of the structural expansion joints 55, and insert the other end of the first structural member into the interior of the upper structural beam 4;
[0033] Finally, penetrate one end of the first tie bar 54 through one of the structural expansion joints 55 and extend it to the top of the left structural beam 1, and extend the other end of the first tie bar 54 into the interior of the first structural member.
[0034] The method of installing the expansion joint structure for the right structural beam 2 is the same as that for the left structural beam 1.
[0035] The process of installing the expansion joint structure for the horizontal structure 6 on the cross beam 3 is as follows:
[0036] Similarly: Fix one end of the second stirrup 63 to one of its second distribution bars 61 with binding wire, and fix the other end of the second stirrup 63 to the other second distribution bar 62 with binding wire. The number of the second stirrups 63 is the standard number required by the project, so that the second stirrup 63, one of its second distribution bars 61 and the other second distribution bars form an I-shaped second structural member.
[0037] Place the other structural expansion joint 65 on the side of the cross beam 3 facing the outside (when the concrete is in the pre-setting state), fix one end of the second structural member to the outer surface of the other structural expansion joint 65, and extend the other end of the second structural member outward; penetrate one end of the second tie bar 64 through the other structural expansion joint 65 and extend it into the interior of the cross beam 3, and extend the other end of the second tie bar 64 into the interior of the second structural member.
[0038] It should be noted that the above technical features continue to be combined with each other to form various embodiments not listed above, which are all regarded as within the scope described in the description of the present utility model; and for those of ordinary skill in the art, improvements or changes can be made according to the above description, and all these improvements and changes should fall within the protection scope of the appended claims of the present utility model.
Claims
1. A concrete-filled wall joint structure, characterized in that; A seam structure is arranged on the outer wall, wherein the seam structure comprises a structural seam, a vertical structure and a horizontal structure; the horizontal structure is arranged on the front end surface of the structural beam of the current layer, a structural seam is installed on the top of the structural beam of the current layer, one end of the vertical structure is fixed to the upper surface of the structural seam, the lower surface of the structural seam is embedded in the top of the structural beam of the current layer, and the other end of the vertical structure is inserted into the bottom of the upper structural beam; One end of the second structural seam is connected to the horizontal structure, and the other end of the second structural seam is fixed to the structural beam of the current layer.
2. A concrete-filled wall joint structure according to claim 1, characterized in that: The vertical structure includes a first distribution reinforcement, a first tie reinforcement and a first tie reinforcement; one end of the first distribution reinforcement is installed inside the top end of the structural beam of this layer, and the other end of the first distribution reinforcement is installed inside the bottom end of the upper structural beam; one end of the first tie reinforcement is fixed to one of the first distribution reinforcements, and the other end of the first tie reinforcement is fixed to the other of the first distribution reinforcements; one end of the first tie reinforcement passes through the structural seam and extends to the top end of the structural beam of this layer, and the other end of the first tie reinforcement extends between the two first distribution reinforcements.
3. A concrete-filled wall joint structure according to claim 2, characterized in that: The installation project at the position between the two first distribution bars requires a corresponding number of the first tension bars, and a plurality of the first tension bars are distributed between the two first distribution bars in a partitioned manner.
4. A concrete-filled wall joint structure according to claim 3, characterized in that: The structural beams of this layer include a left structural beam and a right structural beam; the two vertical structures are respectively arranged inside the left structural beam and the right structural beam.
5. A concrete-filled wall joint structure according to claim 4, characterized in that: The structural beam of this layer also includes a crossbeam, and the horizontal structure is arranged on the front end surface of the crossbeam.
6. A concrete-filled wall joint structure according to claim 5, characterized in that: The horizontal structure includes second distribution bars, second tie bars and second tie bars; one end of the second distribution bar is fixed to its two tie seam structures, and its two tie seam structures are embedded in the front end surface of the beam, one end of the second tie bar passes through its two tie seam structures and is inserted into the front end surface of the beam, the other end of the second tie bar extends to the position between two of the second distribution bars, one end of the second tie bar is fixed to its first second distribution bar, and the other end of the second tie bar is fixed to its second second distribution bar.