CN207905125U - A kind of bean column node connector of assembled architecture - Google Patents
A kind of bean column node connector of assembled architecture Download PDFInfo
- Publication number
- CN207905125U CN207905125U CN201820042993.2U CN201820042993U CN207905125U CN 207905125 U CN207905125 U CN 207905125U CN 201820042993 U CN201820042993 U CN 201820042993U CN 207905125 U CN207905125 U CN 207905125U
- Authority
- CN
- China
- Prior art keywords
- engaging portion
- column
- assembled architecture
- bar
- node connector
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Expired - Fee Related
Links
- 235000010627 Phaseolus vulgaris Nutrition 0.000 title claims abstract description 25
- 244000046052 Phaseolus vulgaris Species 0.000 title claims abstract description 25
- 229910000831 Steel Inorganic materials 0.000 claims abstract description 37
- 239000010959 steel Substances 0.000 claims abstract description 37
- 230000003014 reinforcing effect Effects 0.000 claims abstract description 26
- 238000009434 installation Methods 0.000 claims description 11
- 239000000853 adhesive Substances 0.000 claims description 10
- 230000001070 adhesive effect Effects 0.000 claims description 10
- 238000004873 anchoring Methods 0.000 claims description 6
- UCKMPCXJQFINFW-UHFFFAOYSA-N Sulphide Chemical compound [S-2] UCKMPCXJQFINFW-UHFFFAOYSA-N 0.000 claims description 5
- 239000013521 mastic Substances 0.000 claims description 5
- 239000003292 glue Substances 0.000 claims 1
- 230000006641 stabilisation Effects 0.000 description 5
- 238000011105 stabilization Methods 0.000 description 5
- 230000013011 mating Effects 0.000 description 3
- 210000003205 muscle Anatomy 0.000 description 3
- 230000002787 reinforcement Effects 0.000 description 3
- 238000003466 welding Methods 0.000 description 3
- 238000010276 construction Methods 0.000 description 2
- 239000000463 material Substances 0.000 description 2
- 235000013336 milk Nutrition 0.000 description 2
- 239000008267 milk Substances 0.000 description 2
- 210000004080 milk Anatomy 0.000 description 2
- 241000196324 Embryophyta Species 0.000 description 1
- 229910001294 Reinforcing steel Inorganic materials 0.000 description 1
- 229920002472 Starch Polymers 0.000 description 1
- NINIDFKCEFEMDL-UHFFFAOYSA-N Sulfur Chemical compound [S] NINIDFKCEFEMDL-UHFFFAOYSA-N 0.000 description 1
- 239000005864 Sulphur Substances 0.000 description 1
- 230000005540 biological transmission Effects 0.000 description 1
- 238000005266 casting Methods 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 239000002360 explosive Substances 0.000 description 1
- 238000002844 melting Methods 0.000 description 1
- 230000008018 melting Effects 0.000 description 1
- 238000000034 method Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 235000019698 starch Nutrition 0.000 description 1
- 239000008107 starch Substances 0.000 description 1
- 229920001169 thermoplastic Polymers 0.000 description 1
- 239000004416 thermosoftening plastic Substances 0.000 description 1
- 239000012745 toughening agent Substances 0.000 description 1
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 1
Landscapes
- Joining Of Building Structures In Genera (AREA)
Abstract
The utility model is related to a kind of bean column node connectors of assembled architecture, it is related to assembled architecture field, to solve the quickly and effectively connection of assembled architecture bean column node, its technical solution includes the beam engaging portion of column engaging portion and several intervals set on column engaging portion both sides, the column engaging portion is equipped with the reserved steel bar hole for being pierced by column engaging portion, the embedded bar of substructure is installed in the reserved steel bar hole, it is characterised in that：The lower section of the column engaging portion is equipped with lower convexity, the lower convexity is fastened in the structure of column engaging portion lower part, it is embedded with steel bushing in advance on the inner wall of the reserved steel bar hole, coiling is equipped with tie hoop outside the embedded bar in the steel bushing, beam engaging portion positioned at column engaging portion both sides is equipped with exposed stirrup, back reinforcing bar is installed between the exposed stirrup and column engaging portion top, the top of the back reinforcing bar across column engaging portion is located at the top of the beam engaging portion of column engaging portion both sides.
Description
Technical field
The utility model is related to assembled architecture field, more particularly to the bean column node connector of a kind of assembled architecture.
Background technology
Assembled architecture refers to that some or all of building component is prefabricated in the factory completion, is then transported to construction site,
The building that component is built up by reliable connection type assembles.Currently, common assembled architecture is typically that factory is pre-
Beam, column and the board wall component made carries out prefabricated in precast plant, and later, the scene of being transported to is assembled, in the position of bean column node
The structure that place often uses cast-in-place concrete is set, the speed of application of assembled architecture has been seriously affected.
The Chinese patent that notification number is CN205617561U discloses a kind of bean column node of concrete assembled building and connects
Head comprising the beam column engaging portion being made of column engaging portion and several beam engaging portions for being arranged at intervals at column engaging portion side,
The circumference of the column engaging portion is arranged at intervals with longitudinal reserved steel bar hole for being pierced by column engaging portion, the outboard end of the beam engaging portion
Lower part is provided with steel bar stress connector.The bean column node connector is not only simple in structure, and reduces the live steel of bean column node
Muscle configures and the binding time.
But although the bean column node can avoid live assembling reinforcement and casting concrete, the duration is accelerated,
The bean column node lacks effective connection with existing structure and precast beam, and the intensity of the bean column node after the completion of constructing is relatively low.
Utility model content
The technical purpose of the utility model is to provide a kind of bean column node connector of assembled architecture,
A kind of bean column node connector of assembled architecture, including column engaging portion and several intervals are set on column engaging portion both sides
Beam engaging portion, the column engaging portion are equipped with the reserved steel bar hole for being pierced by column engaging portion, lower part are installed in the reserved steel bar hole
The embedded bar of structure, it is characterised in that：The lower section of the column engaging portion is equipped with lower convexity, and the lower convexity is fastened in column combination
In the structure in subordinate portion, it is embedded with steel bushing in advance on the inner wall of the reserved steel bar hole, the embedded bar being located in the steel bushing
Outer coiling is equipped with tie hoop, and the top of the steel bushing is equipped with the filling poured into for the anchor adhesive of anchoring steel bushing and embedded bar
Starch mouth.
By using above-mentioned technical proposal, it is equipped with lower convexity in the lower part of column engaging portion, lower convexity can be fastened in column combination
In the structure in subordinate portion, ensure the stabilization of installation site, meanwhile, it is extended with embedded bar in the structure of column engaging portion lower part,
Embedded bar is inserted into the column engaging portion equipped with steel bushing, and coiling is equipped with tie hoop outside embedded bar, later pre-buried
Anchor adhesive is poured between reinforcing bar and steel bushing, embedded bar, tie hoop and steel bushing are fixed, and ensures column engaging portion
The stabilization of position.
Further, the end in the outside of the beam engaging portion is equipped with link block, is connected on the link block and coordinates with it
The precast beam of installation.
By using above-mentioned technical proposal, matched with precast beam by the link block of the end set in the outside in beam engaging portion
Installation is closed, can effectively realize the firm of the position after precast beam is installed on link block, meanwhile, coordinate the link block of fixed installation
And precast beam can quickly realize the accurate installation of precast beam when also can effectively be easy to lift precast beam.
Further, the link block protrusion is set to the middle part on the outside of beam joint portion, and the precast beam is installed on link block
Position at mating connection block be equipped with U-shaped groove.
By using above-mentioned technical proposal, link block is set at the middle part in the outside of beam engaging portion, and precast beam with
Mating connection block is equipped with groove at the position of link block contact, and link block can be fastened in groove, ensures that precast beam is engaged with beam
The stabilization of the installation in portion.
Further, the anchor bar for being equipped with the stretching on the outside of beam engaging portion over and under of the link block, it is described
Precast beam corresponding position is equipped with the horizontal case being equipped with anchor bar, and anchor adhesive is filled in the horizontal case.
By using above-mentioned technical proposal, stretched out from the outside of beam engaging portion in being provided with over and under for link block
Anchor bar, anchor bar are inserted into the horizontal case being set in precast beam and fill anchor adhesive and be fixed, and ensure precast beam
The stabilization being connect with beam engaging portion.
Further, the beam engaging portion and precast beam for being located at column engaging portion both sides are equipped with exposed stirrup, the exposed hoop
Back reinforcing bar is installed between muscle and column engaging portion and the top of precast beam, the top of back reinforcing bar across the column engaging portion is located at
The beam engaging portion of column engaging portion both sides and the top of precast beam.
By using above-mentioned technical proposal, it is provided in the beam engaging portion of column engaging portion both sides and the top of precast beam exposed
Stirrup, and back reinforcing bar is worn under exposed stirrup, back reinforcing bar can effectively enhance the precast beam after installation and column combines
The bonding strength in portion and beam engaging portion ensures integrally-built stabilization.
Further, the back reinforcement welding is fixed on the lower section of exposed stirrup.
By using above-mentioned technical proposal, back reinforcement welding is fixed on to the lower section of exposed stirrup, by back steel
The welding effect of muscle and exposed stirrup can enhance its bonding strength, ensure the precast beam after installation and column engaging portion and beam engaging portion
Bonding strength.
Further, the height of the beam engaging portion on four side of column engaging portion on opposite side is equal, the column engaging portion four
On side there is the difference in height for avoiding back reinforcing bar from colliding in the beam engaging portion of adjacent side.
By using above-mentioned technical proposal, there are certain height for the beam engaging portion on four side of column engaging portion on adjacent edge
Difference, therefore, when arranging back reinforcing bar, difference in height can effectively avoid the back in four precast beams from wearing existing for adjacent edge
If the collision of reinforcing bar occurs when back reinforcing bar, convenient for construction.
Further, the anchor adhesive is set as sulphide mastic.
By using above-mentioned technical proposal, sulphide mastic is a kind of cold hard material of thermoplastic, by sulphur, fine aggregate, filling
Material and toughener melting are stirred, the anchoring strength of energy effective reinforcing steel bar and steel bushing.
In conclusion the utility model has the advantages that：
1, steel bushing in column engaging portion is set, and anchored using anchor adhesive with the reinforcing bar reserved in substructure,
Effectively improve the intensity of the combination of column engaging portion and substructure；
2, the beam engaging portion of adjacent side can effectively avoid back reinforcing bar from colliding there are difference in height on four side of column engaging portion.
Description of the drawings
Fig. 1 is a kind of overall structure diagram of the bean column node connector of assembled architecture of the present embodiment；
Fig. 2 is a kind of explosive view of the bean column node connector of assembled architecture of the present embodiment（A precast beam is not drawn in figure
Go out）.
In figure, 1, column engaging portion；11, reserved steel bar hole；111, steel bushing；12, embedded bar；13, tie hoop；14、
Be in the milk mouth；15, lower convexity；2, beam engaging portion；21, exposed stirrup；22, back reinforcing bar；23, link block；231, anchor bar；3、
Precast beam；31, groove；32, horizontal case.
Specific implementation mode
The utility model is described in further detail below in conjunction with attached drawing.
Embodiment：
A kind of bean column node connector of assembled architecture, referring to FIG. 1 and FIG. 2, including column engaging portion 1, the column engaging portion 1
Lower part be equipped with lower convexity 15, the structure of the lower section of column engaging portion 1 is equipped with the groove 31 coordinated with lower convexity 15, therefore, column knot
The lower convexity 15 that conjunction portion 1 is placed in the structure rear lower of lower section can be fastened in the structure of lower part, also upward in the structure of lower part
It is extended with embedded bar 12, the reserved steel bar hole 11 coordinated with embedded bar 12 is equipped on column engaging portion 1 for embedded bar 12
It is inserted into；The surrounding of column engaging portion 1 is additionally provided with beam engaging portion 2, and precast beam 3 is attached fixation with beam engaging portion 2.
For the embedded bar 12 penetrated in reserved steel bar hole 11 is fixed, with reference to Fig. 2, in reserved steel bar hole 11
Steel bushing 111 is embedded on wall in advance, embedded bar 12 is inserted into steel bushing 111, and is equipped with spiral in 12 outer coiling of embedded bar
Stirrup 13, and the grouting mouth poured into for the anchor adhesive of anchoring steel bushing and embedded bar 12 is provided on the top of steel bushing
14, in the present embodiment, being in the milk, the anchor adhesive poured into mouth 14 is sulphide mastic, can be effectively by steel bushing 111, pre-buried
Reinforcing bar 12 and 13 anchoring bond of tie hoop together, ensure that embedded bar 12 has stronger cohesive force with column engaging portion 1.
Effectively to be fixed between beam engaging portion 2 and precast beam 3, with reference to Fig. 2, the outside in beam engaging portion 2
End is equipped with link block 23, is fixedly connected with the precast beam 3 coordinated with it on link block 23, in the present embodiment, link block 23
Protrusion is set to the middle part in 2 outside of beam engaging portion, and is installed on mating connection block 23 on 23 side of link block on precast beam 3 and sets
Have the groove 31 of U-shaped, therefore, precast beam 3 can be fastened on the outside of beam engaging portion 2, meanwhile, the top of link block 23 and under
Be provided with the anchor bar 231 stretched out from the outside of beam engaging portion 2 in side, and the corresponding position of precast beam 3 be equipped with
The horizontal case 32 that anchor bar 231 is equipped with, horizontal case 32 are embedded in advance in precast beam 3, when installing precast beam 3, by water
Sulphide mastic is inserted after the installation corresponding with anchor bar 231 of flat casing 32 between its gap to be fixed.
Further to reinforce the intensity of the precast beam 3 after installation, with reference to Fig. 2, the beam engaging portion of 1 surrounding in column engaging portion
2 and the precast beam 3 that is installed on beam engaging portion 2 be equipped with exposed stirrup 21, between exposed stirrup 21 and the top of column engaging portion 1
It is equipped with back reinforcing bar 22, top of the back reinforcing bar 22 across column engaging portion 1 and the beam engaging portion 2 across 1 both sides of column engaging portion
And the top of precast beam 3, and back reinforcing bar 22 is fixedly welded on to the lower section of exposed stirrup 21, ensure back reinforcing bar 22 effectively
Power transmission；To avoid the back reinforcing bar 22 in both direction from colliding, the beam on opposite side on four sides of column engaging portion 1
The height of engaging portion 2 is equal, and the beam engaging portion 2 of adjacent side, which exists, on four sides of column engaging portion 1 avoids back reinforcing bar 22 from touching
The difference in height hit, in the present embodiment, difference in height is set to the diameter of 2 times of back reinforcing bars 22.
This specific embodiment is only the explanation to the utility model, is not limitations of the present invention, ability
Field technique personnel can as needed make the present embodiment the modification of not creative contribution after reading this specification, but
As long as all being protected by Patent Law in the right of the utility model.
Claims (8)
1. a kind of bean column node connector of assembled architecture, including column engaging portion (1) and several intervals are set to column engaging portion (1) two
The beam engaging portion (2) of side, the column engaging portion (1) is equipped with the reserved steel bar hole (11) for being pierced by column engaging portion (1), described reserved
The embedded bar (12) of substructure is installed in reinforced hole (11), it is characterised in that：The lower section of the column engaging portion (1) is equipped with down
Raised (15), the lower convexity (15) is fastened in the structure of column engaging portion (1) lower part, on reserved steel bar hole (11) inner wall
It is embedded with steel bushing in advance, embedded bar (12) the outer coiling being located in the steel bushing is equipped with tie hoop (13), the steel bushing
The top of cylinder is equipped with the grouting mouth (14) poured into for the anchor adhesive of anchoring steel bushing and embedded bar (12).
2. a kind of bean column node connector of assembled architecture according to claim 1, it is characterised in that：The beam engaging portion
(2) end in outside is equipped with link block (23), and the precast beam (3) for coordinating installation with it is connected on the link block (23).
3. a kind of bean column node connector of assembled architecture according to claim 2, it is characterised in that：The link block
(23) protrusion is set to the middle part on the outside of beam engaging portion (2), and the precast beam (3), which is installed on to coordinate at the position of link block (23), to be connected
Connect the groove (31) that block (23) is equipped with U-shaped.
4. a kind of bean column node connector of assembled architecture according to claim 3, it is characterised in that：The link block
(23) the anchor bar (231) for being equipped with the stretching on the outside of beam engaging portion (2) over and under, the precast beam (3) correspond to position
The place of setting is equipped with the horizontal case (32) being equipped with anchor bar (231), and anchor adhesive is filled in the horizontal case (32).
5. a kind of bean column node connector of assembled architecture according to claim 1, it is characterised in that：Positioned at column engaging portion
(1) the beam engaging portion (2) of both sides and precast beam（3）It is equipped with exposed stirrup (21), the exposed stirrup (21) and column engaging portion
(1) back reinforcing bar (22) is installed between top, the top of the back reinforcing bar (22) across column engaging portion (1) is located at column engaging portion
(1) the beam engaging portion (2) of both sides and precast beam（3）Top.
6. a kind of bean column node connector of assembled architecture according to claim 5, it is characterised in that：The back reinforcing bar
(22) it is fixedly welded on the lower section of exposed stirrup (21).
7. a kind of bean column node connector of assembled architecture according to claim 5, it is characterised in that：The column engaging portion
The height of beam engaging portion (2) on (1) four side on opposite side is equal, and on (1) four side of the column engaging portion beam engaging portion (2) of adjacent side
In the presence of the difference in height for avoiding back reinforcing bar (22) from colliding.
8. a kind of bean column node connector of assembled architecture according to claim 1 or 4, it is characterised in that：The anchoring
Glue is set as sulphide mastic.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201820042993.2U CN207905125U (en) | 2018-01-10 | 2018-01-10 | A kind of bean column node connector of assembled architecture |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201820042993.2U CN207905125U (en) | 2018-01-10 | 2018-01-10 | A kind of bean column node connector of assembled architecture |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN207905125U true CN207905125U (en) | 2018-09-25 |
Family
ID=63567233
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201820042993.2U Expired - Fee Related CN207905125U (en) | 2018-01-10 | 2018-01-10 | A kind of bean column node connector of assembled architecture |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN207905125U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109457799A (en) * | 2018-12-11 | 2019-03-12 | 上海建工五建集团有限公司 | A kind of the lotus rhizome beam element and installation method of prefabricated beam column core space |
| CN110241916A (en) * | 2019-06-27 | 2019-09-17 | 湖北思泽新能源科技有限公司 | A kind of upper and lower column linked system of the armored concrete of assembled architecture |
-
2018
- 2018-01-10 CN CN201820042993.2U patent/CN207905125U/en not_active Expired - Fee Related
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109457799A (en) * | 2018-12-11 | 2019-03-12 | 上海建工五建集团有限公司 | A kind of the lotus rhizome beam element and installation method of prefabricated beam column core space |
| CN110241916A (en) * | 2019-06-27 | 2019-09-17 | 湖北思泽新能源科技有限公司 | A kind of upper and lower column linked system of the armored concrete of assembled architecture |
| CN110241916B (en) * | 2019-06-27 | 2020-11-17 | 湖北思泽新能源科技有限公司 | Reinforced concrete upper and lower column connecting system of prefabricated building |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN104153287B (en) | There is the section assembling concrete frame bridge pier system and method for self-resetting capability | |
| CN105569224B (en) | Concrete filled steel tube edge constraint overlaps monoblock type shear wall and preparation and installation method | |
| CN107407086A (en) | Possesses the precast concrete of prefabricated board and anchor passage | |
| CN105863111A (en) | Embedded prefabricated concrete shear wall anti-bending steel frame structure | |
| CN206189455U (en) | Piping lane | |
| CN105781010B (en) | A kind of combined wall board and its cast in place and precast construction | |
| CN207905125U (en) | A kind of bean column node connector of assembled architecture | |
| CN106948481B (en) | Prefabrication and assembly construction concrete frame beam-column connection based on the high strengthening tendons in part | |
| CN108330823B (en) | Assembled steel reinforced concrete composite beam bridge floorings longitudinal joint connecting structure and construction method | |
| CN208363358U (en) | The connection structure of concrete prefabricated panel and steel column | |
| CN109322388A (en) | A kind of assembled beam-column node structure positioned at plastic zone energy dissipation | |
| CN108374504A (en) | Prefabricated assembling type reinforced concrete shear wall structure and its construction method | |
| CN102926483A (en) | Self-recovery, energy-consumption and easy-repair mixed assembly type concrete shear wall | |
| CN205917863U (en) | Connected node of wallboard and floor | |
| CN207110083U (en) | Assembled architecture system | |
| CN205444571U (en) | Wallboard connected node | |
| CN208650333U (en) | A kind of compound Coupled Shear Wall structure of assembled integral steel reinforced concrete frame support | |
| CN205840052U (en) | Reinforced concrete wall and attachment structure thereof is filled out in a kind of assembled steel framework | |
| CN109555240A (en) | Partially prestressed fabricated shear wall structure | |
| CN108442596A (en) | The wet seam steel bar connecting structure of precast concrete beam | |
| CN205444555U (en) | Wallboard connected node | |
| CN209179178U (en) | A kind of assembled beam-column node structure positioned at plastic zone energy dissipation | |
| CN107060073A (en) | A kind of post stretching partial prestressing PC shear wall slab attachment structures | |
| CN207194228U (en) | Wall is overlapped with overlapping the vertical openings connecting node of wall | |
| CN205529904U (en) | Take prefabricated decking connection structure of arc muscle |
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: 20180925 |