CN111255118A - Detachable infilled wall combination system and assembling method - Google Patents
Detachable infilled wall combination system and assembling method Download PDFInfo
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- CN111255118A CN111255118A CN202010189677.XA CN202010189677A CN111255118A CN 111255118 A CN111255118 A CN 111255118A CN 202010189677 A CN202010189677 A CN 202010189677A CN 111255118 A CN111255118 A CN 111255118A
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- 238000000034 method Methods 0.000 title claims abstract description 18
- 210000003205 muscle Anatomy 0.000 claims abstract description 5
- 239000000945 filler Substances 0.000 claims description 38
- 238000010276 construction Methods 0.000 description 17
- 229910001294 Reinforcing steel Inorganic materials 0.000 description 3
- 238000010586 diagram Methods 0.000 description 3
- 238000004873 anchoring Methods 0.000 description 2
- 239000011150 reinforced concrete Substances 0.000 description 2
- 230000009286 beneficial effect Effects 0.000 description 1
- 239000004567 concrete Substances 0.000 description 1
- 230000007547 defect Effects 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 238000009434 installation Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
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- 230000002093 peripheral effect Effects 0.000 description 1
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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
- E04B2/56—Load-bearing walls of framework or pillarwork; Walls incorporating load-bearing elongated members
- E04B2/562—Load-bearing walls of framework or pillarwork; Walls incorporating load-bearing elongated members with fillings between the load-bearing elongated members
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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
- E04B1/18—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
- E04B1/20—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of concrete, e.g. reinforced concrete, or other stonelike material
- E04B1/21—Connections specially adapted therefor
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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
- E04B1/48—Dowels, i.e. members adapted to penetrate the surfaces of two parts and to take the shear stresses
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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
- E04B2/02—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls built-up from layers of building elements
- E04B2/04—Walls having neither cavities between, nor in, the solid elements
- E04B2/06—Walls having neither cavities between, nor in, the solid elements using elements having specially-designed means for stabilising the position
- E04B2/08—Walls having neither cavities between, nor in, the solid elements using elements having specially-designed means for stabilising the position by interlocking of projections or inserts with indentations, e.g. of tongues, grooves, dovetails
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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
- E04B2/56—Load-bearing walls of framework or pillarwork; Walls incorporating load-bearing elongated members
- E04B2/64—Load-bearing walls of framework or pillarwork; Walls incorporating load-bearing elongated members with elongated members of concrete
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- Engineering & Computer Science (AREA)
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- Structural Engineering (AREA)
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Abstract
The invention discloses a detachable infilled wall combination system and an assembling method. This combination system includes independent foundation module DJ, frame post module KZ, ground sill module DKL, infilled wall lower part module QT1, infilled wall upper portion module QT2, ring beam module QL, constructional column module GZ, the side of constructional column module GZ is provided with the first recess that the drawknot muscle that stretches out the wall body terminal surface when being used for the erection constructional column can pass through the constructional column, 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 the second recess of two wall body drawknot muscle, and all be equipped with the third recess that the packknot that is used for constructional column module GZ passes through with one side terminal surface. The detachable infilled wall combination system and the assembling method have the advantages of reasonable structure, rapidness in detachment, reliability in connection and the like.
Description
Technical Field
The invention relates to a filler wall combination system and an assembling method, in particular to a detachable filler wall combination system and an assembling method.
Background
The filling wall in reinforced concrete structures such as frames, frame shears and the like belongs to wall engineering, and the subsection engineering relates to a plurality of wall construction and node construction requirements. The wall body of the frame structure is a filler wall, plays roles of enclosure and separation, and the weight is borne by the beam column, and the filler wall does not bear the weight. The frame structure comprises a full frame and a half frame, wherein the full frame is not provided with a bearing wall, and the half frame is provided with a bearing wall. The wall body is divided into a bearing wall and a non-bearing wall according to different structural stress conditions. The non-bearing wall comprises a partition wall, a filler wall and a curtain wall. Walls that separate interior spaces and whose weight is borne by floors or beams are referred to as bulkheads; the wall filled between the columns in the frame structure is called a frame filling wall. And the light wall mainly hung between the external frameworks is called a curtain wall.
The existing infilled wall structure has the defects of unreasonable design, time and labor consumption in the disassembly process, unreliable and reliable connection and the like.
Disclosure of Invention
Aiming at the problems in the prior art, the invention provides a detachable infilled wall combination system and an assembling method.
The invention adopts the following technical scheme:
the invention provides a detachable infilled wall combination system, which comprises an independent foundation module DJ, a frame column module KZ, a foundation beam module DKL, a infilled wall lower module QT1, an infilled 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 joggled between the two frame column modules KZ in parallel, the constructional column module GZ is joggled between the foundation beam module DKL and the ring beam module QL, the infilled wall lower module QT1 and the infilled wall upper module QL 2 are arranged in a frame space formed by the foundation beam module DKL, the ring beam module QL, the frame column modules KZ and the constructional column module GZ together, the side surface of the constructional column module GZ is provided with a bridle and a tie bar for passing through a first groove of the constructional column when the constructional column is installed and extends out of the constructional column, filler wall upper portion module QT 2's upper portion and ring beam module QL joggle, its lower part and filler wall lower part module QT 1's upper portion joggle, filler wall lower part module QT 1's lower part and ground beam module DKL joggle, filler wall lower part module QT 1's top surface and filler wall upper portion module QT 2's bottom surface respectively are equipped with the second recess of two wall body drawknot muscle, and all are equipped with the third recess that the horse tooth raft that is used for constructional column module GZ passes through with one side terminal surface.
Furthermore, the independent foundation module DJ adopts a conical independent foundation provided with a cushion layer, the top surface of the conical independent foundation is provided with a connecting tenon, and the connecting tenon is inserted into a mortise on the bottom surface of the upper frame column module KZ to realize the connection between the foundation and the frame column.
Furthermore, the bottom surface of the frame column module KZ is provided with a mortise connected with a conical independent foundation below, the side surface of the frame column module KZ is provided with a first mortise connected with the foundation beam module DKL near the lower part of the column, and a hole groove used for fixing a lacing bar in the filler wall is arranged near the middle part of the column.
Furthermore, two ends of the foundation beam module DKL are provided with first tenons, and the first tenons are inserted into first mortises at positions, close to the lower parts, of the side surfaces of the frame column modules KZ, so that the foundation beam and the frame columns are connected; the top surface of the foundation beam is provided with a second tenon close to two ends respectively, the second tenon is used for being connected with a module QT1 at the lower part of the filling wall, and the middle part of the foundation beam is provided with a clamping head used for fixing a constructional column module KZ.
Furthermore, the bottom surface of the ring beam module QL is provided with three second mortises, wherein two second mortises near the end of the ring beam are connected with a third tenon arranged on the top surface of the upper module QT2 of the filler wall, and the middle second mortises are connected with a fourth tenon arranged on the top surface of the constructional column module GZ.
The invention also provides an assembling method of the detachable infilled wall combination system, which 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 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 arranged at two ends of a foundation beam module DKL are inserted into first mortises connected with the foundation beam module and arranged at the positions, close to the lower part of a column, of the side surface of a frame column module KZ, 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 arranged at a position corresponding to the lower foundation beam module DKL; then, two wall tie bars are respectively placed in second grooves formed in two ends of the top surface of the upper filling wall module QT1, wherein the end of the wall tie bar close to one end of the frame column module KZ extends into a hole groove formed in the side surface of the frame column module for fixing; after the lower module QT1 of the filling wall is assembled, a fifth tenon arranged on the top surface of the lower module QT1 of the filling wall is inserted into a mortise arranged at a corresponding position on the bottom surface of the upper module QT2 of the filling 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, the clamping groove arranged on the bottom surface of the constructional column is utilized to push the filled wall module forwards from one side surface to the other side surface of the filled wall module until the clamping groove is completely matched with the clamping head on the top surface of the foundation beam module DKL; in the pushing process, the serrated racking arranged on the side surface of the constructional column module GZ completely passes through the third groove arranged on the end surface of the filler wall, and the tie bar exceeding the end surface of the filler wall module extends into the first groove 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 mortises arranged on the bottom surface of the ring beam are respectively connected with tenons arranged on the top surfaces of the upper modules QT2 of the lower filling wall and the top surfaces of the modules GZ of the constructional columns, so that the ring beam is spliced with the lower filling wall and the constructional columns.
The invention has the following beneficial effects:
the detachable infilled wall combination system considers the connection method of the infilled wall system and the peripheral frame columns, the constructional columns and the ring beams of the wall, greatly enhances the functionality and the effectiveness of the infilled wall system, and has the advantages of reasonable structure, rapidness in detachment, reliability in connection and the like.
Drawings
Fig. 1 is a schematic structural diagram of a stand-alone base module DJ;
FIG. 2 is a schematic structural view of a frame column module KZ;
fig. 3 is a schematic structural view of a foundation beam module DKL;
FIG. 4 is a schematic structural view of a lower infill wall module QT 1;
FIG. 5 is a schematic structural view of a infill wall upper module QT 2;
fig. 6 is a schematic structural view of the ring beam module QL;
fig. 7 is a schematic structural view of a constructional column module GZ;
FIG. 8 is a schematic illustration of the independent foundation and frame post splicing;
FIG. 9 is a schematic view of the split joint of the independent foundation, the frame column and the foundation beam;
FIG. 10 is a schematic diagram I of the assembly of the infilled wall on the foundation beam;
FIG. 11 is a schematic diagram of splicing a filler wall on a foundation beam;
FIG. 12 is a schematic view of a column installed in a infill wall;
figure 13 is a schematic view of a filler wall top mounted collar.
The labels in the figure are: 1. connecting tenons; 2. a hole groove; 3. a first tongue-and-groove; 4. a first tenon; 5. a second tenon; 6. clamping a head; 7. a second groove; 8. a fifth tenon; 9. a third groove; 10. a third tenon; 11. a second mortise; 12. racking; 13. a first groove; 14. a card slot; 15. a fourth tenon; 16. and (5) stretching the ribs.
Detailed Description
The present invention will be described in further detail with reference to the accompanying drawings.
The detachable infilled wall combination system comprises independent foundation modules, foundation beam modules, frame column modules, constructional column modules, ring beam modules and infilled wall masonry module units, and an assembling method and a flow of the modules are designed according to actual construction procedures of infilled walls in construction sites.
And an independent foundation under the column is designed by combining a common frame structure on a construction site. The independent foundation adopts the representative independent foundation module DJ (as shown in figure 1) of toper that is equipped with the bed course, in order to be connected with the frame post above the basis for being convenient for, the independent foundation top surface of toper is equipped with connecting tenon 1, inserts the tongue-and-groove of upper frame post module KZ bottom surface through the tenon and realizes being connected between basis and the frame post.
The frame column module KZ (as shown in figure 2) is provided with a mortise connected with a foundation on the bottom surface, a first mortise 3 connected with a foundation beam module is arranged on the side surface close to the lower part of the column, and a hole groove 2 used for fixing a tie bar in a filler wall is arranged on the side surface close to the middle part of the column.
The infill wall modular units are divided into infill wall lower modules QT1 and infill wall upper modules QT2 (shown in fig. 4, 5). The top surface of the lower module QT1 of the filler wall and the bottom surface of the upper module QT2 of the filler wall are respectively provided with two second grooves 7 of wall tie bars for placing and fixing the wall tie bars; rectangular third grooves 9 for allowing the serrated racking to pass through during installation of the constructional column are formed in the same side end face of the upper and lower part filled walls; the top surface of lower part infilled wall QT1 is equipped with fifth tenon 8, inserts the tongue-and-groove that sets up to upper infilled wall QT2 bottom surface relevant position through the tenon and realizes the connection of two parts of walls from top to bottom, and upper portion infilled wall QT2 top surface sets up third tenon 10 for be connected with top ring beam QL.
In order to better meet the requirement of a construction site on a constructional column, the lateral surface of a constructional column module GZ (shown in figure 7) is provided with a serrated racking 12 according to the construction requirement for improving the connection performance of a wall body, the bottom surface of the constructional column is provided with a clamping groove 14 connected with a foundation beam, and the top surface of the constructional column is provided with a fourth tenon 15 connected with an upper ring beam. Considering the actual situation that one end of a wall tie bar in the site masonry engineering stretches into the constructional column for anchoring, the side surface of the constructional column is provided with a first groove 13 through which the wall tie bar can pass when the constructional column is installed besides the serrated racking.
The ring beam module QL beam bottom is equipped with three second tongue-and-groove 11, wherein the setting up two tongue-and-grooves at both ends realizes being connected with the third tenon 10 of below infilled wall module QT2 top surface setting, and middle tongue-and-groove realizes being connected with the fourth tenon 15 of below constructional column module GZ top surface setting.
According to the combined module, according to the construction requirements and the construction procedures of the filler wall in the reinforced concrete structure of a construction site, the assembly of the independent foundation DJ and the frame column KZ, the bottling of the frame column KZ and the foundation beam DKL, the assembly of the filler wall units (QT1 and QT2), the assembly of the construction column GZ and the filler wall units, and the assembly of the ring beam QL and the lower filler wall QT2 and the construction column GZ are sequentially carried out.
According to the construction requirements of the filler wall in construction and the construction principle of firstly building the filler wall and then pouring the constructional column, the concrete assembling method and the flow of each combined module are designed as follows:
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 (as shown in figure 8).
2. The frame column module KZ and the foundation beam module DKL are assembled: on the basis of the step 1, the two ends of the foundation beam module DKL are provided with first tenons 4, the first tenons are inserted into first mortises 3 formed in the side face of the frame column module KZ and close to the lower portion of the column and connected with the foundation beam module, and connection between the frame column module and the foundation beam module is achieved (as shown in fig. 9).
3. Assembling of filling wall module units (QT1, QT 2): 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 a lower foundation beam module DKL; then two wall tie bars 16 are respectively placed in second reinforcing steel bar grooves 7 formed in two ends of the top surface of a QT1 upper module of the filling wall, wherein the end of the wall tie bar 16 close to one end of a KZ frame column module extends into a reinforcing steel bar hole groove 2 formed in the side surface of the frame column module for fixation, the end of the wall tie bar 16 close to one end of a GZ constructional column module extends out of the end surface of the filling wall module for a certain distance and extends into the GZ constructional column module installed in the next step, and the effect of reinforcing steel bar anchoring of the tie bar in the constructional column is achieved; after the lower module QT1 of the filled wall is assembled, the fifth tenon 8 arranged on the top surface of the lower module QT1 of the filled wall is inserted into the mortise arranged at the corresponding position on the bottom surface of the upper module QT2 of the filled wall above, so that the upper and lower wall modules are assembled (as shown in fig. 10 and 11).
4. Assembling a constructional column module GZ: and (3) pushing forward from one side surface of the filler wall module to the other side surface of the filler wall module by utilizing the clamping groove 14 arranged on the bottom surface of the constructional column until the clamping groove 14 is completely matched with the clamping head 6 on the top surface of the foundation beam module DKL. In the pushing process, it is ensured that the serrated racking 12 arranged on the side surface of the construction column module GZ completely passes through the rectangular third groove 9 arranged on the end surface of the infill wall and the tie bar 16 exceeding the end surface of the infill wall module in step 3 and extends into the first groove 13 arranged on the side surface of the construction module GZ (as shown in fig. 12).
5. Assembling a ring beam module QL: on the basis of the step 4, the three mortises 11 arranged on the bottom surface of the ring beam are respectively connected with the third tenon 10 arranged on the top surface of the upper module QT2 of the lower filling wall and the fourth tenon 15 arranged on the top surface of the module GZ of the constructional column, so that the ring beam is spliced with the lower filling wall and the constructional column (as shown in FIG. 13).
The detachable filling wall combined model system has the advantages of reasonable structure, quick detachment, reliable connection and the like.
The above description is only for the purpose of illustrating the preferred embodiments of the present invention and is not to be construed as limiting the present invention. Any modification, equivalent replacement, and improvement made within the spirit and principle of the present invention should be included in 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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| CN202010189677.XA CN111255118B (en) | 2020-03-18 | 2020-03-18 | Detachable filling wall combined system and assembling method |
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| CN202010189677.XA CN111255118B (en) | 2020-03-18 | 2020-03-18 | Detachable filling wall combined system and assembling method |
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| CN111255118A true CN111255118A (en) | 2020-06-09 |
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Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN112560148A (en) * | 2020-12-18 | 2021-03-26 | 中国二十冶集团有限公司 | BIM-based wall modeling method and system for wall end processing |
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