CN213204692U - Splicing type bearing beam for house construction - Google Patents
Splicing type bearing beam for house construction Download PDFInfo
- Publication number
- CN213204692U CN213204692U CN202021702949.3U CN202021702949U CN213204692U CN 213204692 U CN213204692 U CN 213204692U CN 202021702949 U CN202021702949 U CN 202021702949U CN 213204692 U CN213204692 U CN 213204692U
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- splicing
- roof beam
- beam body
- spandrel girder
- cover
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- 238000010276 construction Methods 0.000 title abstract description 10
- 230000006978 adaptation Effects 0.000 claims abstract description 6
- 229910000831 Steel Inorganic materials 0.000 claims description 4
- 230000000149 penetrating effect Effects 0.000 claims description 4
- 239000010959 steel Substances 0.000 claims description 4
- 238000009435 building construction Methods 0.000 claims 4
- 230000002093 peripheral effect Effects 0.000 claims 1
- 230000002787 reinforcement Effects 0.000 abstract 1
- 230000000694 effects Effects 0.000 description 8
- 238000011065 in-situ storage Methods 0.000 description 2
- 230000009286 beneficial effect Effects 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 238000009434 installation Methods 0.000 description 1
- 238000000034 method Methods 0.000 description 1
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Abstract
The utility model relates to a room is built and is used concatenation formula spandrel girder relates to the house construction field, has solved the difficult problem that carries out nimble adjustment to the longer spandrel girder of span, including a plurality of roof beam bodies and a plurality of concatenation post, the double-phase to the lateral wall of the roof beam body all seted up with the splice groove of concatenation post plug-in adaptation, roof beam body perisporium in splice groove with the junction cover of concatenation post is equipped with the splice cover, seted up on the splice cover and run through the roof beam body with the fixed screw of concatenation post, fixing screw is worn to be equipped with by fixed screw spiral, fixing screw runs through threaded connection has fixation nut behind the fixed screw. This application makes two adjacent roof beam bodies realize the concatenation and carry out effectual reinforcement to the concatenation position.
Description
Technical Field
The utility model relates to a field especially relates to a room is built and is used concatenation formula spandrel girder.
Background
At present, due to the vigorous development of the building industry in China and the increase of population base numbers, house construction occupies a place in the building industry in China, structures, particularly bearing structures, in the house construction process are more and more emphasized by people, the bearing structures in the house construction comprise bearing walls and bearing beams, and the bearing performance of the bearing beams plays a great role in the safety of the house structure.
The current chinese patent with application number CN201821584503.8 provides a novel earthquake-resistant house, including support column, plug-in post, toper ridge, fixed column, first dead lever, baffle, rotatable support tight seat structure in top, prevent extrudeing the buffer beam structure, the buffer supports the plug-in rod structure, the spandrel girder, first plug-in rod, the second dead lever, the installation pole, pre-buried pole and door, the plug-in post respectively bolted connection at the lower extreme intermediate position of support column. The utility model discloses mounting panel, U type seat, rotary rod.
For the related technologies, the bearing beam is usually formed by in-situ pouring, and for the bearing beam with a longer span, the bearing beam is difficult to flexibly adjust by in-situ pouring, so that the construction difficulty of the bearing beam is higher, and the overall construction efficiency is influenced.
SUMMERY OF THE UTILITY MODEL
In order to make longer spandrel girder be convenient for the concatenation, realize the connection of two adjacent roof beam bodies fixed, and the bearing capacity that its connection structure has is stable, this application provides a concatenation formula spandrel girder for building.
The application provides a pair of concatenation formula spandrel girder is used in room construction adopts following technical scheme:
the utility model provides a room is built and is used concatenation formula spandrel girder, includes a plurality of roof beam bodies and a plurality of concatenation post, the double-phase to the lateral wall of the roof beam body all seted up with the splice groove of concatenation post plug-in connection adaptation, roof beam body perisporium in splice groove with the junction cover of concatenation post is equipped with the concatenation cover, set up on the concatenation cover and run through the roof beam body with the fixed screw of concatenation post, fixed screw spiral is worn to be equipped with clamping screw, clamping screw runs through threaded connection has fixation nut behind the fixed screw.
Through adopting above-mentioned technical scheme, the roof beam body is when the concatenation, peg graft respectively in the relative splice groove of two adjacent roof beam bodies with the both ends of concatenation post, and with the relative one end butt of these two adjacent roof beam bodies, make the concatenation post be located the inside of two roof beam bodies, realize the connection of two adjacent roof beam bodies, establish the splice cover at the junction cover of two roof beam bodies, make the screw and the roof beam body on the splice cover, the screw one-to-one on the concatenation post, wear to establish clamping sleeve, the roof beam body, the concatenation post is fixed, and screw fixation nut at the fixation screw both ends, realize the connection of two adjacent roof beam bodies and fix, this application is through the mode of concatenation, for traditional cast-in-place mode, it is more convenient to construct, construction efficiency is improved, and the bearing capacity that its connection structure has is stable.
Preferably, the splicing sleeve comprises a first U-shaped half sleeve and a second U-shaped half sleeve, and the openings of the first U-shaped half sleeve and the second U-shaped half sleeve are arranged oppositely.
Through adopting above-mentioned technical scheme, establish the half cover of first U type and half cover of second U type when the roof beam body perisporium, the fixed cover of both ends of locating from roof beam body butt respectively is established and mutual butt on the roof beam body perisporium with half cover of second U type for half cover of first U type, and the mounting means is simple and convenient, and half cover of first U type and half cover of second U type are convenient for consolidate the concatenation position of two adjacent roof beam bodies more.
Preferably, the roof wall and the diapire of the roof beam body have all been seted up the cover groove, the both ends of half cover of first U type with the both ends of half cover of second U type all with the adaptation is pegged graft to the cover groove.
Through adopting above-mentioned technical scheme, when half cover of first U type and half cover of second U type were located on the roof beam body, the grooving and half cover of first U type and half cover of second U type plug-in fit, made the up end of the roof beam body keep leveling relatively to it is more even to make the upper surface of the roof beam body receive top pressure.
Preferably, the fixing screw hole is formed in one side, away from each other, of the first U-shaped half sleeve and the second U-shaped half sleeve.
Through adopting above-mentioned technical scheme, the set screw spiral is worn to establish on the set screw, and the set nut spiral is worn to establish at the set screw both ends, and the set screw reduces the influence of set screw and set nut to roof beam body up end and terminal surface down.
Preferably, the fixed screw is movably provided with a nut gasket in a penetrating way.
Through adopting above-mentioned technical scheme, the sectional area size of nut gasket is greater than the half cover of fixation nut sectional area size, and the nut gasket has reduced the half cover of direct pressure of first U type and the half cover of second U type of fixed screw rod tip, reduces the wearing and tearing to half cover of first U type and the half cover of second U type promptly, makes half cover of first U type and the half cover life of second U type more permanent, and the roof beam body structure is more stable.
Preferably, the cross section of the splicing groove is rectangular.
Through adopting above-mentioned technical scheme, the cross-section of splice groove is the rectangle, and the spliced pole is the cuboid, makes the spliced pole more firm in the splice groove.
Preferably, a receiving plate adapted to abut against the beam body is fixed to an upper end surface of the beam body.
Through adopting above-mentioned technical scheme, accept the board and fix the one side that is close to the building of top at the roof beam body, make the pressure that the roof beam body bore comparatively even.
Preferably, the bearing plate, the splicing column, the first U-shaped half sleeve and the second U-shaped half sleeve are made of steel, and the beam body is formed by pouring concrete.
Through adopting above-mentioned technical scheme, when accepting board, concatenation post, half cover of first U type, half cover of second U type and being the steel, make the whole steadiness ability of spandrel girder better, the roof beam body makes the spandrel girder more firm when connecting spandrel girder structure is holistic for concrete placement.
In summary, the present application includes at least one of the following beneficial technical effects:
1. the splicing groove and the splicing column structure are provided with two beam bodies to realize splicing, so that a longer bearing beam is convenient to splice, and the connection and fixation of two adjacent beam bodies are realized;
2. the splicing sleeve enables the splicing effect of the two splicing columns to be better, and the splicing position of two adjacent beam bodies is more convenient to reinforce;
3. the mounting mode of the splicing sleeve formed by combining the first U-shaped half sleeve and the second U-shaped half sleeve is simple and convenient, and the beam body is more conveniently fixed.
Drawings
FIG. 1 is a first schematic structural diagram of the present application;
FIG. 2 is a second structural schematic of the present application;
fig. 3 is a schematic sectional view taken along line a-a of fig. 2.
Reference numerals: 1. a beam body; 2. splicing the columns; 3. a bearing plate; 4. sleeving a groove; 5. a first U-shaped half sleeve; 6. a second U-shaped half sleeve; 7. splicing grooves; 8. fixing screw holes; 9. fixing the screw rod; 10. fixing a nut; 11. and a nut washer.
Detailed Description
The present application is described in further detail below with reference to the attached drawings.
The embodiment of the application discloses room is built and is used concatenation formula spandrel girder.
Referring to fig. 1 and 2, a concatenation formula spandrel girder for building includes a plurality of roof beam bodies 1, refers to fig. 3, still includes a plurality of concatenation posts 2, and the roof beam body 1 is poured for the concrete body and forms, makes the roof beam body 1 more firm. The splicing column 2 is made of steel and is in a cuboid shape. The connection of two adjacent beam bodies is realized, so that the splicing performance of the splicing column 2 is better. The receiving plate 3 which is matched with the beam body 1 in an abutting mode is fixed on the upper end face of the beam body 1, and the area of the receiving plate 3 close to the upper end face of the beam body 1 is consistent with the area of the receiving plate 3. The bearing plate 3 is fixed on one surface of the beam body 1 close to the upper building, so that the pressure borne by the beam body 1 is uniform.
The roof and the diapire of the roof beam body 1 are close to both sides wall and have seted up cover groove 4, the activity is provided with the splice cover with cover groove 4 adaptation on the perisporium of the roof beam body 1, the width size sum of two sets of grooves 4 that two roof beam bodies 1 correspond is unanimous with the width size of splice cover, refer to fig. 2, the splice cover includes half cover 5 of first U type and half cover 6 of second U type, half cover 5 of first U type sets up with the opening of half cover 6 of second U type relatively, half cover 5 of first U type and half cover 6 of second U type are established on the perisporium of the roof beam body 1 and mutual butt from the fixed cover in both ends of the butt department of the roof beam body 1 respectively, half cover 5 of first U type and half cover 6 of second U type thickness size are unanimous with the thickness size of. Half cover of first U type and half cover of second U type are convenient for consolidate the concatenation position of two adjacent roof beams body more, refer to fig. 2 and fig. 3, make half cover of first U type 5 and half cover 6 cover of second U type establish on cover groove 4, half cover of first U type 5 and half cover 6 up end of second U type and roof beam body 1 up end parallel and level, make the up end of roof beam body 1 keep leveling relatively to the upper surface that makes roof beam body 1 receives top pressure comparatively evenly.
Set up the fixed screw 8 that runs through roof beam body 1 and concatenation post 2 on half cover 6 of first U type 5 and the second U type, fixed screw 8 is seted up in half cover 5 of first U type and the half one side of keeping away from each other of second U type, and on fixed screw 8 was worn to establish by the fixing screw 9 spiral, and threaded connection had fixation nut 10 behind the fixing screw 9 ran through fixed screw 8, and the fixing nut 10 spiral is worn to establish at the fixing screw 9 both ends. The fixed screw hole 8 reduces the influence of the fixed screw rod 9 and the fixed nut 10 on the upper end surface and the lower end surface of the beam body 1. Nut gasket 11 is movably arranged on fixing screw 9 in a penetrating mode, nut gasket 11 is arranged on fixing screw 9 and located between fixing nut 10 and first U-shaped half sleeve 5 and second U-shaped half sleeve 6, and the sectional area of nut gasket 11 is larger than that of fixing nut 10, so that nut gasket 11 has small pressure to first U-shaped half sleeve 5 and second U-shaped half sleeve 6, and influences on first U-shaped half sleeve 5 and second U-shaped half sleeve 6 are small. The movably arranged fixing screw 9, the fixing nut 10 and the nut gasket 11 enable the splicing effect of the splicing column 2 and the beam body 1 to be better.
The embodiment of the application provides a room is built with implementation principle of concatenation formula spandrel girder and is:
insert into the inside splice groove 7 of two roof beam bodies 1 through splicing column 2, make two roof beam bodies 1 realize the effect of concatenation, it is better to make splicing column 2 and roof beam body 1's concatenation effect through half cover 5 of first U type and half cover 6 of second U type, through the clamping screw 9 that one side activity that keeps away from roof beam body 1 at half cover 5 of first U type and half cover 6 of second U type set up, fixation nut 10, nut gasket 11, make half cover 5 of first U type, half cover 6 of second U type, roof beam body 1, splicing column 2's fixed effect is better, the pressure that makes roof beam body 1 bear through accepting board 3 is comparatively even, this application realizes the connection of two adjacent roof beam bodies through the mode of concatenation fixed, and its connection structure has a bearing capacity stability, for traditional site pouring mode, it is more convenient to construct.
The above embodiments are preferred embodiments of the present application, and the protection scope of the present application is not limited by the above embodiments, so: all equivalent changes made according to the structure, shape and principle of the present application shall be covered by the protection scope of the present application.
Claims (8)
1. The utility model provides a room is built with concatenation formula spandrel girder which characterized in that: the splicing structure comprises a plurality of beam bodies (1) and a plurality of splicing columns (2), splicing grooves (7) matched with the splicing columns (2) in a splicing mode are formed in two opposite side walls of the beam bodies (1), splicing sleeves are sleeved on the joints of the splicing grooves (7) and the splicing columns (2) in the peripheral walls of the beam bodies (1), fixing screw holes (8) penetrating through the beam bodies (1) and the splicing columns (2) are formed in the splicing sleeves, fixing screw rods (9) are spirally penetrated through the fixing screw holes (8), and fixing nuts (10) are connected to the fixing screw holes (8) in a threaded mode.
2. The spliced spandrel girder for building construction according to claim 1, wherein: the splicing sleeve comprises a first U-shaped half sleeve (5) and a second U-shaped half sleeve (6), and the opening of the first U-shaped half sleeve (5) is opposite to the opening of the second U-shaped half sleeve (6).
3. The spliced spandrel girder for building according to claim 2, wherein: the roof of roof beam body (1) and diapire have all seted up cover groove (4), the both ends of half cover of first U type (5) and the both ends of half cover of second U type (6) all with cover groove (4) grafting adaptation.
4. The spliced spandrel girder for building according to claim 3, wherein: the fixing screw hole (8) is formed in one side, away from each other, of the first U-shaped half sleeve (5) and the second U-shaped half sleeve (6).
5. The spliced spandrel girder for building construction according to claim 4, wherein: and a nut gasket (11) is movably arranged on the fixed screw rod (9) in a penetrating way.
6. The spliced spandrel girder for building construction according to claim 1, wherein: the section of the splicing groove (7) is rectangular.
7. The spliced spandrel girder for building according to claim 2, wherein: and a bearing plate (3) which is matched with the beam body (1) in an abutting mode is fixed on the upper end face of the beam body (1).
8. The spliced spandrel girder for building construction according to claim 7, wherein: the bearing plate (3), the splicing column (2), the first U-shaped half sleeve (5) and the second U-shaped half sleeve (6) are made of steel, and the beam body (1) is formed by pouring concrete.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202021702949.3U CN213204692U (en) | 2020-08-14 | 2020-08-14 | Splicing type bearing beam for house construction |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202021702949.3U CN213204692U (en) | 2020-08-14 | 2020-08-14 | Splicing type bearing beam for house construction |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN213204692U true CN213204692U (en) | 2021-05-14 |
Family
ID=75839216
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202021702949.3U Expired - Fee Related CN213204692U (en) | 2020-08-14 | 2020-08-14 | Splicing type bearing beam for house construction |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN213204692U (en) |
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2020
- 2020-08-14 CN CN202021702949.3U patent/CN213204692U/en not_active Expired - Fee Related
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20210514 |