CN111255118A - Detachable infill wall combination system and assembling method - Google Patents

Abstract

The invention discloses a detachable filling wall combination system and an assembling method. The combined system includes an independent foundation module DJ, a frame column module KZ, a foundation beam module DKL, a lower infill wall module QT1, an upper infill wall module QT2, a ring beam module QL, and a structural column module GZ. The tie bars and the tie bars protruding from the end face of the wall when installing the structural column can pass through the first groove of the structural column, and there are two tie bars on the top surface of the lower module QT1 of the filling wall and the bottom surface of the upper module QT2 of the filling wall respectively. The second groove of the wall tie bars, and the end face on the same side is provided with a third groove for passing through the horse teeth of the column module GZ. The detachable infill wall combination system and the assembling method of the invention have the advantages of reasonable structure, quick disassembly, reliable connection and the like.

Description

Detachable infill wall combination system and assembling method

technical field

The invention relates to an infill wall combination system and an assembling method, in particular to a detachable infill wall combination system and an assembling method.

Background technique

Infill walls in reinforced concrete structures such as frames and frame shears belong to wall engineering, and many wall construction and node structure requirements are involved in this sub-project. The wall of the frame structure is an infill wall, which plays the role of enclosure and separation. The weight is borne by the beams and columns, and the infill wall is not load-bearing. The frame structure is divided into full frame and half frame, the full frame has no bearing wall, and the half frame has bearing wall. Walls are divided into load-bearing walls and non-load-bearing walls according to different structural stress conditions. Non-load-bearing walls include partition walls, infill walls, and curtain walls. The wall that separates the internal space and its weight is borne by the floor or beam is called the partition wall; the wall filled between the columns in the frame structure is called the frame infill wall. The lightweight wall mainly suspended between the external skeletons is called the curtain wall.

The existing infill wall structure has disadvantages such as unreasonable design, time-consuming and labor-intensive disassembly process, and unreliable and reliable connection.

SUMMARY OF THE INVENTION

In view of the above problems existing in the prior art, the present invention provides a detachable infill wall combination system and an assembling method.

The present invention adopts following technical scheme:

The invention provides a detachable infill wall combination system, which includes an independent foundation module DJ, a frame column module KZ, a foundation beam module DKL, a lower infill wall module QT1, an upper infill wall module QT2, a ring beam module QL, and a structural column module GZ, the frame column module KZ is tenoned on the independent foundation module DJ, the foundation beam module DKL and the ring beam module QL are tenoned between the two frame column modules KZ in parallel with each other, and the construction column module GZ is tenoned Connected between the foundation beam module DKL and the ring beam module QL, the infill wall lower module QT1 and the infill wall upper module QT2 are installed on the foundation beam module DKL, the ring beam module QL, the frame column module KZ, and the construction column module GZ. In the frame space, the side of the structural column module GZ is provided with horse teeth and the tie bars protruding from the end face of the wall when the structural column is installed can pass through the first groove of the structural column, and the upper part of the wall is filled. The upper part of the module QT2 is tenoned with the ring beam module QL, and its lower part is tenoned with the upper part of the lower part module QT1 of the infill wall; The bottom surface of the upper module QT2 and the filling wall are respectively provided with two second grooves for wall tie bars, and the end surfaces on the same side are provided with third grooves for passing through the horse teeth of the structural column module GZ.

Furthermore, the independent foundation module DJ adopts a conical independent foundation provided with a cushion layer, and the top surface of the conical independent foundation is provided with a connecting tenon, and the foundation is realized by inserting the connecting tenon into the tenon groove on the bottom surface of the upper frame column module KZ. Connections to frame columns.

Further, the bottom surface of the frame column module KZ is provided with a tongue and groove connected with the lower conical independent foundation, and its side is provided with a first tongue and groove connected with the foundation beam module DKL at a position near the lower part of the column, and a position near the middle of the column. There are holes and slots for fixing the tie bars in the filling wall.

Further, the two ends of the foundation beam module DKL are provided with first tenons, and the first tenons are inserted into the first tenon grooves on the side of the frame column module KZ close to the lower position to realize the connection between the foundation beam and the frame column; Near both ends of the top surface of the foundation beam are provided with a second tenon for connecting with the lower module QT1 of the filling wall, and a clamp for fixing the structural column module KZ is provided in the middle.

Further, the bottom surface of the ring beam module QL is provided with three second tongue grooves, wherein the two second tongue grooves near the end of the ring beam are connected with the third tenon provided on the top surface of the upper module QT2 on the filling wall, and the middle The second tenon and groove of the structure column module GZ is connected with the fourth tenon provided on the top surface of the construction column module GZ.

The present invention also provides a method for assembling a detachable infill wall combination system, comprising:

Step 1: Assemble the independent base module DJ and the frame column module KZ: Use the connecting tenon on the top surface of the tapered independent base module DJ to insert it into the tenon groove set on the bottom surface of the upper frame column module KZ to realize the connection between the base module and the frame column module. splicing;

Step 2: Assemble the frame column module KZ and the foundation beam module DKL: On the basis of step 1, use the first tenon set at both ends of the foundation beam module DKL to be inserted into the frame column module KZ near the lower part of the column, and there is a connection with the foundation beam module In the first tongue and groove of the frame, the connection between the frame column module and the foundation beam module is realized;

Step 3: Assembly of the infill wall module unit: On the basis of step 2, firstly use the lower module QT1 of the infill wall, and use the tongue and groove set on the bottom of the module QT1 to insert the second tongue set at the corresponding position of the lower foundation beam module DKL. To achieve splicing; then in the second grooves set at both ends of the top surface of the upper module QT1 of the filled wall, two wall tie bars are placed, and the end of the wall tie bars close to one end of the frame column module KZ stretches out. After the assembly of the lower module QT1 of the filling wall is completed, the fifth tenon set on the top surface of the lower module QT1 of the filling wall is inserted into the corresponding bottom surface of the upper module QT2 of the filling wall above. The tenon and groove set at the position realizes the assembly of the upper and lower wall modules;

Step 4: Assembly of the structural column module GZ: On the basis of step 3, use the clip slot set on the bottom surface of the construction column to push forward from one side of the infill wall module to the other side until the clip slot is connected to the top of the foundation beam module DKL. The clamps on the surface are completely matched; during the implementation process, the horse teeth set on the side of the structural column module GZ completely pass through the third groove set on the end face of the infill wall, and the tie bars beyond the end face of the infill wall module extend into the in the first groove provided on the side of the construction module GZ;

Step 5: Assembling the ring beam module QL: On the basis of step 4, use the three tongue and groove set on the bottom surface of the ring beam and the tenon set on the top surface of the upper module QT2 of the lower filling wall and the tenon set on the top surface of the structural column module GZ respectively. Make connections to realize the splicing of ring beams and infill walls and structural columns below.

The beneficial effects of the present invention are as follows:

The detachable infill wall combination system takes into account the connection method between the infill wall system and the surrounding frame columns, structural columns and ring beams of the wall, which greatly enhances the functionality and effectiveness of the infill wall system, with reasonable structure and quick disassembly. , the connection is reliable and so on.

Description of drawings

Fig. 1 is the structural schematic diagram of the independent basic module DJ;

Fig. 2 is the structural representation of frame column module KZ;

Fig. 3 is the structural representation of foundation beam module DKL;

Fig. 4 is the structural representation of the lower module QT1 of the filling wall;

Fig. 5 is the structural representation of filling wall upper module QT2;

Fig. 6 is the structural representation of ring beam module QL;

Fig. 7 is the structural representation of the structural column module GZ;

Figure 8 is a schematic diagram of the splicing of an independent foundation and a frame column;

Figure 9 is a schematic diagram of the splicing of an independent foundation, a frame column and a foundation beam;

Figure 10 is a schematic diagram 1 of the infill wall splicing on the foundation beam;

Figure 11 is the second schematic diagram of the infill wall splicing on the foundation beam;

Figure 12 is a schematic diagram of the installation of structural columns in the infill wall;

Figure 13 is a schematic diagram of the installation of the ring beam above the infill wall.

Markings in the figure: 1, connecting tenon; 2, hole and groove; 3, first tenon and groove; 4, first tenon; 5, second tenon; 6, clip; 7, second groove; 8, fifth tenon ; 9, the third groove; 10, the third tenon; 11, the second groove; 12, the horse's tooth; 13, the first groove; .

Detailed ways

The present invention will be further described in detail below in conjunction with the accompanying drawings.

The detachable infill wall combined system of the present invention includes an independent foundation module, a foundation beam module, a frame column module, a structural column module, a ring beam module and a masonry module unit of the infill wall, and is constructed according to the actual construction of the infill wall on the construction site. The process designs the assembly method and process of each module.

Combined with the common frame structure on the construction site, the independent foundation under the column is designed. The independent foundation adopts a representative conical independent foundation module DJ (as shown in Figure 1) with cushion layer. In order to facilitate the connection with the frame column above the foundation, the top surface of the conical independent foundation is provided with a connecting tenon 1. The tenon is inserted into the tenon and groove on the bottom surface of the upper frame column module KZ to realize the connection between the foundation and the frame column.

The frame column module KZ (as shown in Figure 2) is provided with a first tongue and groove 3 connected to the foundation beam module on the side near the lower part of the column, except that the bottom surface is provided with a tongue and groove connected with the foundation, and the side near the middle of the column is provided with a Fix the hole slot 2 of the tie bars in the fixed filling wall.

The foundation beam module DKL (as shown in Figure 3) is provided with first tenons 4 at both ends, and the tenon is inserted into the tenon groove provided on the side of the frame column module near the lower position to realize the connection between the foundation beam and the frame column; the top surface of the foundation beam is A second tenon 5 for connecting with the upper filling wall module is provided near each end, and a clamping head 6 for fixing the structural column is provided in the middle.

The infill wall module unit is divided into the infill wall lower module QT1 and the infill wall upper module QT2 (as shown in Figures 4 and 5). The top surface of the lower module QT1 of the filling wall and the bottom surface of the upper module QT2 of the filling wall are each provided with two second grooves 7 for wall tie bars, which are used to place and fix the wall tie bars; the upper and lower parts are The end faces on the same side of the infill wall are provided with a rectangular third groove 9 for passing through when the column is installed; the top surface of the lower infill wall QT1 is provided with a fifth tenon 8, which is inserted into the bottom surface of the upper infill wall QT2 through the tenon. The tenon and groove provided at the position realize the connection of the upper and lower parts of the wall, and the top surface of the upper filling wall QT2 is provided with a third tenon 10 for connection with the upper ring beam QL.

In order to better meet the requirements of the construction site for structural columns, the side of the structural column module GZ (as shown in Figure 7) is provided with a horse tooth 12 to improve the connection performance of the wall according to the structural requirements. The slot 14 for beam connection is provided with a fourth tenon 15 connected to the upper ring beam on the top surface. Considering the actual situation that one end of the wall tie bar extends into the structural column for anchoring in the on-site masonry project, the side of the structural column is not only provided with horse teeth, but also has a second wall through which the wall tie bar can pass when the structural column is installed. A groove 13.

There are three second tenon grooves 11 at the bottom of the ring beam module QL beam, two tenon grooves at both ends are connected with the third tenon 10 provided on the top surface of the lower filling wall module QT2, and the middle tenon groove is connected with the top of the lower structural column module GZ. The fourth tenon 15 provided on the surface realizes the connection.

According to the combined module of the above invention, according to the structural requirements and construction procedures of the construction of the infill wall in the reinforced concrete structure of the construction site, the assembly of the independent foundation DJ and the frame column KZ, the bottled of the frame column KZ and the foundation beam DKL, and the infill wall are carried out in sequence. Assembly of body units (QT1, QT2), assembly of structural column GZ and infill wall unit, assembly of ring beam QL and infill wall QT2 below and structural column GZ.

According to the structural requirements of the infill wall during construction and in accordance with the construction principle of first building the infill wall and then pouring the structural column, the specific assembly method and process of each combined module are designed as follows:

1. Assemble the independent base module DJ and the frame column module KZ: use the conical independent base module DJ top surface with connecting tenon 1 to insert it into the tenon groove set on the bottom surface of the upper frame column module KZ to realize the connection between the base module and the frame column module. Splicing (as shown in Figure 8).

2. Assembling the frame column module KZ and the foundation beam module DKL: On the basis of step 1, use the first tenon 4 at both ends of the foundation beam module DKL to be inserted into the side of the frame column module KZ near the lower part of the column. In the first tongue groove 3, the connection between the frame column module and the foundation beam module is realized (as shown in FIG. 9).

3. Assembling of infill wall module units (QT1, QT2): On the basis of step 2, first use the lower module QT1 of the infill wall, and use the tongue and groove set on the bottom of the module QT1 to be set at the corresponding position of the foundation beam module DKL below. The insertion of the two tenons 5 realizes splicing; then in the second grooves 7 of the reinforcing bars set at both ends of the top surface of the upper module QT1 of the filled wall, two wall tie bars 16 are placed respectively, wherein the wall near one end of the frame column module KZ The ends of the body tie bars 16 extend into the reinforcement holes 2 provided on the side of the frame column module for fixing. Enter into the GZ position of the structural column module installed in the next step, and play the role of anchoring the tie bars in the structural column. The five tenons 8 are inserted into the tenon and groove provided at the corresponding position on the bottom surface of the upper module QT2 of the upper filling wall to realize the assembly of the upper and lower wall modules (as shown in 10 and 11).

4. Assembly of the structural column module GZ: On the basis of step 3, use the clamping slot 14 set on the bottom surface of the structural column to push forward from one side of the infill wall module to the other side until the clamping slot 14 and the foundation beam module DKL until the clamp head 6 on the top surface is completely matched. During the implementation process, it is necessary to ensure that the horse teeth 12 provided on the side of the structural column module GZ completely extend into the structure through the rectangular third groove 9 provided on the end face of the infill wall and the tie bars 16 beyond the end face of the infill wall module in step 3. Inside the first groove 13 provided on the side of the module GZ (as shown in FIG. 12 ).

5. Assembling the ring beam module QL: On the basis of step 4, use the three tenon grooves 11 set on the bottom surface of the ring beam and the third tenon 10 set on the top surface of the upper module QT2 on the lower filling wall and the top surface of the structural column module GZ respectively. The provided fourth tenon 15 is connected to realize the splicing of the ring beam with the lower filling wall and the structural column (as shown in FIG. 13 ).

The dismountable infill wall combined model system has the advantages of reasonable structure, quick disassembly, reliable connection and the like.

The above descriptions are only preferred embodiments of the present invention, and are not intended to limit the present invention. Any modifications, equivalent replacements and improvements made within the spirit and principle of the present invention shall be included within the protection scope of the present invention.

Claims (6)

1. Removable type infilled wall combination system, its characterized in that: comprises an independent foundation module DJ, a frame column module KZ, a foundation beam module DKL, a filler wall lower module QT1, a filler wall upper module QT2, a ring beam module QL and a constructional column module GZ, wherein the frame column module KZ is joggled on the independent foundation module DJ, the foundation beam module DKL and the ring beam module QL are mutually parallel and joggled between the two frame column modules KZ, the constructional column module GZ is joggled between the foundation beam module DKL and the ring beam module QL, the filler wall lower module 1 and the filler wall upper module QT2 are arranged in a frame space formed by the foundation beam module DKL, the ring beam module QL, the frame column module KZ and the constructional column module GZ together, the side surface of the constructional column module GZ is provided with a serrated racking joint (12) and a first groove (13) which can pass through a tie bar (16) for extending out the end surface of a wall body when the constructional column is installed, the upper part of the filler wall module 2 is joggled with the QTL, its lower part and infilled wall lower part module QT 1's upper portion joggle, the lower part and the foundation beam module DKL joggle of infilled wall lower part module QT1, the top surface of infilled wall lower part module QT1 and the bottom surface of infilled wall upper portion module QT2 respectively are equipped with second recess (7) of two wall body drawknot muscle, and all are equipped with third recess (9) that horse tooth raft (12) that are used for constructing post module GZ passed through with same side terminal surface.

2. The removable infill wall assembly system of claim 1, wherein: independent foundation module DJ adopts the independent basis of toper that is equipped with the bed course, and the top surface of the independent basis of toper is equipped with connecting tenon (1), inserts through connecting tenon (1) and realizes being connected between basis and the frame post to the tongue-and-groove of frame post module KZ bottom surface in the top.

3. The removable infill wall assembly system of claim 2, wherein: the bottom surface of frame post module KZ is equipped with the tongue-and-groove of being connected with the independent basis of below toper, and its side is close to post lower part position and is equipped with first tongue-and-groove (3) of being connected with foundation beam module DKL, is close to post intermediate position and is equipped with hole groove (2) that are used for fixed infilled wall interior drawknot muscle.

4. The removable infill wall assembly system of claim 3, wherein: two ends of the foundation beam module DKL are provided with first tenons (4), and the first tenons (4) are inserted into first mortises (3) on the side surface, close to the lower part, of the frame column module KZ to realize connection between a foundation beam and frame columns; the top surface of the foundation beam is provided with a second tenon (5) which is used for being connected with a filling wall lower module QT1 near two ends, and the middle of the top surface of the foundation beam is provided with a clamping head (6) which is used for fixing a constructional column module KZ.

5. The removable infill wall assembly system of claim 1, wherein: the bottom surface of ring beam module QL is equipped with three second tongue-and-groove (11), wherein two second tongue-and-groove (11) that are close to ring beam tip realize being connected with third tenon (10) that the module QT2 top surface of filler wall set up, and middle second tongue-and-groove (11) realize being connected with fourth tenon (15) that constructional column module GZ top surface set up.

6. The assembling method of the detachable infilled wall combination system comprises the following steps:

step 1: independent foundation module DJ assembles with frame post module KZ: the top surface of the conical independent foundation module DJ is provided with a connecting tenon (1) which is inserted into a mortise arranged on the bottom surface of the KZ of the upper frame column module, so that the foundation module and the frame column module are spliced;

step 2: the frame column module KZ and the foundation beam module DKL are assembled: on the basis of the step 1, first tenons (4) arranged at two ends of a foundation beam module DKL are inserted into first mortises (3) formed in the side face of a frame column module KZ and close to the lower part of a column and connected with the foundation beam module, so that the frame column module is connected with the foundation beam module;

and step 3: assembling the filling wall module units: on the basis of the step 2, firstly, a lower module QT1 of the filler wall is adopted, and splicing is realized by inserting a mortise arranged on the bottom surface of the module QT1 and a second tenon (5) arranged at a position corresponding to the lower foundation beam module DKL; then, two wall tie bars (16) are respectively placed in second grooves (7) formed in two ends of the top surface of a QT1 upper filling wall module, wherein the end of the wall tie bar (16) close to one end of a KZ frame column module extends into a hole groove (2) formed in the side surface of the frame column module for fixing; after the lower module QT1 of the filled wall is assembled, a fifth tenon (8) arranged on the top surface of the lower module QT1 of the filled wall is inserted into a mortise arranged at a position corresponding to the bottom surface of the upper module QT2 of the filled wall above, so that the upper and lower wall modules are assembled;

and 4, step 4: assembling a constructional column module GZ: on the basis of the step 3, a clamping groove (14) arranged on the bottom surface of the constructional column is utilized to push forward from one side surface of the filler wall module to the other side surface of the filler wall module until the clamping groove (14) is completely matched with a clamping head (6) on the top surface of the foundation beam module DKL; in the pushing process, a serrated racking (12) arranged on the side surface of the constructional column module GZ completely passes through a third groove (9) arranged on the end surface of the filling wall, and a tie bar (16) exceeding the end surface of the filling wall module extends into a first groove (13) arranged on the side surface of the constructional module GZ;

and 5: assembling a ring beam module QL: on the basis of the step 4, three second mortises (11) arranged on the bottom surface of the ring beam are respectively connected with a third tenon (10) arranged on the top surface of a QT2 on the lower filling wall and a fourth tenon (15) arranged on the top surface of a GZ constructional column module, so that the ring beam is spliced with the lower filling wall and the constructional column.

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