CN212053188U - Detachable frame structure combination system - Google Patents
Detachable frame structure combination system Download PDFInfo
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- CN212053188U CN212053188U CN202020338990.0U CN202020338990U CN212053188U CN 212053188 U CN212053188 U CN 212053188U CN 202020338990 U CN202020338990 U CN 202020338990U CN 212053188 U CN212053188 U CN 212053188U
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- 239000011449 brick Substances 0.000 description 1
- 239000004567 concrete Substances 0.000 description 1
- 239000011381 foam concrete Substances 0.000 description 1
- 239000011464 hollow brick Substances 0.000 description 1
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Abstract
The utility model discloses a detachable frame construction combination system, including independent basis module DJ, ground beam module DKL, frame post module KZ, frame beam module unit, secondary beam module L1, circle roof beam module QL and cast-in-place board module B1, frame beam module unit includes first frame beam module KL1 and second frame beam module KL2, frame post module KZ's one end joggle is on independent basis DJ, its side is close to post lower part position and ground beam module DKL's tip joggle, secondary beam module L1's tip joint is in first frame beam module KL 1's middle part, cast-in-place board module B1 card is located secondary beam module L1, first frame beam module KL1, in the common rectangle space that forms of second frame beam module KL 2. The utility model discloses a detachable frame construction combination system, each module size is suitable, rational in infrastructure, the dismouting is convenient.
Description
Technical Field
The utility model relates to a frame construction system combination model, in particular to detachable frame construction combination system.
Background
The frame structure system is the most applied structure system in a reinforced concrete structure system, and the structure system is mostly applied to public buildings such as multi-storey offices, markets and the like. The frame structure is a structure in which a frame composed of a plurality of beams and columns is used to bear the whole load of a house. For high-rise civil buildings and multi-storey industrial plants, the load bearing of brick walls cannot meet the requirement of large load, and a frame is often adopted as a load bearing structure. The house load comprises the weight of people, furniture, articles and mechanical equipment, the self weight of a floor slab, a wall body and the like. The wall built in the frame only plays the roles of enclosure and separation, and bears no other load except the self weight of the load. In order to reduce the load of the frame, light walls such as foam concrete blocks (wall boards) or hollow bricks should be used as much as possible. The general frame is with cast in situ post many, in order to accelerate the engineering progress, practice thrift template and shore, also can adopt the construction mode that part prefabricate (like the post) part cast-in-place (roof beam), or post roof beam prefabricated joint cast-in-place.
The sizes of all modules of the existing frame structure system are inappropriate, the structure is unreasonable, and the disassembly and assembly efficiency is low.
SUMMERY OF THE UTILITY MODEL
To the above-mentioned problem that exists among the prior art, the utility model provides a detachable frame construction combination system.
The technical scheme of the utility model as follows:
a detachable frame structure combination system comprises an independent foundation module DJ, a foundation beam module DKL, a frame column module KZ, a frame beam module unit, a secondary beam module L1, a ring beam module QL and a cast-in-place plate module B1, wherein the frame beam module unit comprises a first frame beam module KL1 and a second frame beam module KL2, one end of the frame column module KZ is in joggle joint with the independent foundation DJ, the side surface of the frame column module KZ is close to the lower part of a column and in joggle joint with the end part of the foundation beam module DKL, a clamping groove is formed in the top surface of the frame column module KZ, the frame column module KZ is connected with the end part of the frame beam module unit through the clamping groove, the end part of the secondary beam module L1 is clamped in the middle part of the first frame beam module 1, clamping grooves are formed in the side surface of the secondary beam module L1 at intervals, KLs are arranged on the side surface of the second frame beam module B2, and a projection is, the cast-in-place slab module B1 is clamped in a rectangular space formed by the secondary beam module L1, the first frame beam module KL1 and the second frame beam module KL 2.
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, the bottom surface of the frame column module KZ is provided with a mortise, and the tenon is inserted into the 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 tongue-and-groove connected with the independent foundation module DJ, the side surface of the frame column module KZ is provided with a tongue-and-groove connected with the foundation beam module DKL at a position close to the lower part of the column, and the top surface of the column is respectively provided with a longitudinal clamping groove used for connecting the second frame beam module KL2 and a transverse clamping groove used for connecting the first frame beam module KL 1.
Furthermore, tenons are arranged at two ends of the foundation beam module DKL and are inserted into mortises in the positions, close to the lower portions, of the side faces of the frame column modules KZ through the tenons, and connection between the foundation beam and the frame columns is achieved.
Furthermore, two ends of the first frame beam module KL1 are provided with tenons for splicing with clamping grooves on the top surfaces of the frame columns, and the middle part of the first frame beam module KL1 is provided with a clamping groove for connecting with the secondary beam module L1; the two ends of the second frame beam module KL2 are provided with tenons used for being spliced with clamping grooves in the top surface of the frame column module KZ, and the middle of the second frame beam module KL2 is provided with two clamping grooves used for being spliced with a cast-in-place slab module.
Furthermore, two ends of the secondary beam module L1 are provided with tenons for being spliced with clamping grooves formed in the middle of the first frame beam module KL1, and the middle of the secondary beam module L1 is provided with two clamping grooves for being spliced with a cast-in-place slab module.
Furthermore, the cast-in-place slab module B1 is of a rectangular slab structure, and two tenons connected with the secondary beam module L1 and the second frame beam module KL2 are respectively disposed on two sides of the cast-in-place slab module B1 in the length direction.
The utility model has the advantages as follows:
the utility model discloses a detachable frame construction combination system, each module size is suitable, rational in infrastructure, the dismouting is convenient.
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 the first frame beam module KL 1;
fig. 5 is a schematic structural view of the second frame beam module KL 2;
fig. 6 is a schematic structural view of the ring beam module QL;
fig. 7 is a schematic structural view of a cast-in-place slab module B1;
FIG. 8 is a schematic diagram of the foundation, frame columns and foundation beam splicing;
FIG. 9 is a schematic illustration of frame post and frame beam module splicing;
FIG. 10 is a schematic illustration of the splicing of secondary beams to frame beam modules;
fig. 11 is a schematic view of cast-in-place slab module assembly.
The labels in the figure are: 1. connecting tenons; 2. a first card slot; 3. a second card slot; 4. the mortises are used for being connected with the foundation beam module; 5. the tenon is used for being connected with the frame column; 6. the tenon is used for being connected with the frame column; 7. a third card slot; 8. a tenon for connecting with the frame column module; 9. a fourth card slot; 10. a tenon for connecting with the first frame beam module; 11. and the tenon is connected with the peripheral beam.
Detailed Description
The present invention will be described in further detail with reference to the accompanying drawings.
The utility model discloses a detachable frame construction combination system includes independent foundation module, ground roof beam module, frame post module, frame roof beam modular unit, secondary beam module and cast-in-place board module.
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 fig. 2) is provided with a tongue-and-groove 4 for connecting with the foundation beam module at a position on the side surface close to the lower part of the column, except that the bottom surface is provided with a tongue-and-groove for connecting with the foundation, and the top surface of the column is provided with a first clamping groove 2 and a second clamping groove 3 for connecting with the frame beam modules KL1 and KL2, respectively.
The tenon 5 used for being connected with the frame column is arranged at two ends of the foundation beam module DKL (as shown in figure 3), and the tenon is inserted into a mortise arranged at the position, close to the lower part, of the side surface of the frame column module, so that the foundation beam and the frame column are connected.
The frame beam module unit is divided into a first frame beam module KL1 and a second frame beam module KL2 (as shown in fig. 4 and 5). Two ends of the first frame beam module KL1 are provided with tenons 6 used for being connected with the frame columns and used for being spliced with the second clamping grooves 3 on the top surfaces of the frame columns, and the middle part of the first frame beam module KL1 is provided with a third clamping groove 7 used for being connected with the secondary beam module; the two ends of the second frame beam module KL2 are provided with tenons 8 used for being connected with the frame column modules and used for being spliced with the first clamping grooves 2 on the top surfaces of the frame columns, and the middle part of the second frame beam module KL2 is provided with two fourth clamping grooves 9 used for being spliced with a cast-in-place slab module.
The two ends of the secondary beam module L1 are provided with tenons 10 used for being connected with the first frame beam module and used for being spliced with a third clamping groove 7 arranged in the middle of the first frame beam module KL1, and the middle of the secondary beam module L1 is provided with two fourth clamping grooves 9 used for being spliced with a cast-in-place slab module.
The cast-in-place slab module B1 is simulated by adopting a rectangular slab module, wherein two tenons 11 connected with the peripheral beams are respectively arranged on two sides of the cast-in-place slab module in the length direction.
According to above-mentioned utility model's combination module, according to each component construction process and load transfer path in the frame construction system, carry out independent basis DJ and frame post KZ's assembling, frame post KZ and foundation beam DKL and frame beam unit KL1, KL 2's assembling, secondary beam L1 and frame beam KL1 assemble, cast-in-place board module B1 splices with all ring edge beam unit according to precedence order.
According to the construction sequence of each component in the frame structure system and referring to the path of load transmitted in each component, the concrete assembling method and the flow of each combined module are as follows:
1. independent foundation module (DJ) is assembled 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 upper frame column module (KZ), so that the foundation module and the frame column module are spliced (as shown in figure 8).
2. The frame column module (KZ) is assembled with the foundation beam module (DKL) and the frame beam module unit (KL1, KL 2): on the basis of the step 1, tenons (5) arranged at two ends of a foundation beam module (DKL) are inserted into mortises (4) which are arranged on the side surface of a frame column module (KZ) and are close to the lower part of a column and connected with the foundation beam module, so that the connection between the frame column module and the foundation beam module is realized; tenons (6) and (8) arranged at two ends of the frame beam module units (KL1 and KL2) are respectively inserted into clamping grooves (3) and (2) on the top surface of the frame column module in sequence, so that the frame column module and the frame beam module are spliced (as shown in figure 9).
3. Assembling the secondary beam module unit (L1) and the frame beam module 1(KL 1): on the basis of the step 2, the tenons (10) at the end parts of the secondary beam modules are respectively inserted into the clamping grooves (7) formed in the middle of the frame beam module, so that the secondary beam module is connected with the frame beam module 1 (as shown in 10).
4. Assembling cast-in-place board modules (B1): on the basis of the step 3, tenons (11) arranged on two sides of the cast-in-place slab module in the long side direction are respectively inserted into clamping grooves (9) arranged in the middle of the cast-in-place slab peripheral frame beam modules (KL2 and L1), so that the cast-in-place slab module and the peripheral frame beam modules are assembled (as shown in fig. 11).
The utility model discloses a detachable frame construction combination system, each module size is suitable, rational in infrastructure, the dismouting is convenient.
The above description is only for the preferred embodiment of the present invention, and is not intended to limit 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 (7)
1. The detachable frame structure combination system is characterized in that: the combined frame beam module unit comprises an independent foundation module DJ, a foundation beam module DKL, a frame column module KZ, a frame beam module unit, a secondary beam module L1, a ring beam module QL and a cast-in-place plate module B1, wherein the frame beam module unit comprises a first frame beam module KL1 and a second frame beam module KL2, one end of the frame column module KZ is in mortise joint with the independent foundation DJ, the side surface of the frame column module KZ is close to the lower part of the column and in mortise joint with the end part of the foundation beam module DKL, a clamping groove is formed in the top surface of the frame column module KZ, the frame column module KZ is connected with the end part of the frame beam module unit through the clamping groove, the end part of the secondary beam module L1 is clamped in the middle part of the first frame beam module 82968, clamping grooves are formed in the side surface of the secondary beam module L1 at intervals, KL tenons are arranged on the side surface of the second frame beam module 2, a KL tenon is arranged on the side surface of the cast-, The first frame beam module KL1 and the second frame beam module KL2 together form a rectangular space.
2. The removable frame structure assembly system of claim 1, wherein: the independent foundation module DJ adopts the independent basis of toper that is equipped with the bed course, and the independent basis top surface of toper is equipped with the connection tenon, the bottom surface of frame post module KZ is equipped with the tongue-and-groove, inserts the tongue-and-groove of frame post module KZ bottom surface through the tenon and realizes being connected between basis and the frame post.
3. The removable frame structure assembly system of claim 1, wherein: the bottom surface of the frame column module KZ is provided with a mortise connected with the independent foundation module DJ, the side surface of the frame column module KZ is provided with a mortise connected with the foundation beam module DKL at a position close to the lower part of the column, and the top surface of the column is respectively provided with a longitudinal clamping groove used for connecting the second frame beam module KL2 and a transverse clamping groove used for connecting the first frame beam module KL 1.
4. The removable frame structure assembly system of claim 1, wherein: the two ends of the foundation beam module DKL are provided with tenons, and the tenons are inserted into mortises on the sides of the frame column modules KZ close to the lower parts of the frame columns to realize connection between the foundation beam and the frame columns.
5. The removable frame structure assembly system of claim 1, wherein: two ends of the first frame beam module KL1 are provided with tenons for splicing with clamping grooves on the top surfaces of the frame columns, and the middle part of the first frame beam module KL1 is provided with a clamping groove for connecting with the secondary beam module L1; the two ends of the second frame beam module KL2 are provided with tenons used for being spliced with clamping grooves in the top surface of the frame column module KZ, and the middle of the second frame beam module KL2 is provided with two clamping grooves used for being spliced with a cast-in-place slab module.
6. The removable frame structure assembly system of claim 1, wherein: the two ends of the secondary beam module L1 are provided with tenons used for being spliced with clamping grooves formed in the middle of the first frame beam module KL1, and the middle of the secondary beam module L1 is provided with two clamping grooves used for being spliced with a cast-in-place slab module.
7. The removable frame structure assembly system of claim 1, wherein: the cast-in-situ slab module B1 adopts a rectangular slab structure, and two tenons connected with the secondary beam module L1 and the second frame beam module KL2 are respectively arranged on two sides of the cast-in-situ slab module in the length direction.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202020338990.0U CN212053188U (en) | 2020-03-18 | 2020-03-18 | Detachable frame structure combination system |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202020338990.0U CN212053188U (en) | 2020-03-18 | 2020-03-18 | Detachable frame structure combination system |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN212053188U true CN212053188U (en) | 2020-12-01 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202020338990.0U Expired - Fee Related CN212053188U (en) | 2020-03-18 | 2020-03-18 | Detachable frame structure combination system |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN212053188U (en) |
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2020
- 2020-03-18 CN CN202020338990.0U patent/CN212053188U/en not_active Expired - Fee Related
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| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20201201 |
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| CF01 | Termination of patent right due to non-payment of annual fee |