CN214833527U - Embedded structure of assembled support - Google Patents
Embedded structure of assembled support Download PDFInfo
- Publication number
- CN214833527U CN214833527U CN202120923565.2U CN202120923565U CN214833527U CN 214833527 U CN214833527 U CN 214833527U CN 202120923565 U CN202120923565 U CN 202120923565U CN 214833527 U CN214833527 U CN 214833527U
- Authority
- CN
- China
- Prior art keywords
- sleeve
- sleeves
- cast
- floor
- place floor
- 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
- 229910001294 Reinforcing steel Inorganic materials 0.000 claims description 4
- 238000010276 construction Methods 0.000 abstract description 12
- 238000000034 method Methods 0.000 abstract description 10
- 238000005192 partition Methods 0.000 abstract description 4
- 238000005253 cladding Methods 0.000 abstract description 3
- 125000006850 spacer group Chemical group 0.000 abstract description 3
- 239000011440 grout Substances 0.000 description 6
- 230000003014 reinforcing effect Effects 0.000 description 5
- 229910000831 Steel Inorganic materials 0.000 description 3
- 230000000694 effects Effects 0.000 description 3
- 239000010959 steel Substances 0.000 description 3
- 239000003086 colorant Substances 0.000 description 2
- 238000005516 engineering process Methods 0.000 description 2
- 239000004744 fabric Substances 0.000 description 2
- 230000004048 modification Effects 0.000 description 2
- 238000012986 modification Methods 0.000 description 2
- 239000004033 plastic Substances 0.000 description 2
- 239000002699 waste material Substances 0.000 description 2
- 230000002411 adverse Effects 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 239000011248 coating agent Substances 0.000 description 1
- 238000000576 coating method Methods 0.000 description 1
- 230000007547 defect Effects 0.000 description 1
- 238000011065 in-situ storage Methods 0.000 description 1
- 238000009434 installation Methods 0.000 description 1
- 238000011900 installation process Methods 0.000 description 1
- 238000000926 separation method Methods 0.000 description 1
Images
Landscapes
- Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)
Abstract
The utility model discloses a pre-buried structure of assembled support, including two at least sleeves, with the mounting of sleeve one-to-one and with the spacer of sleeve one-to-one, telescopic axle center department is equipped with the through-hole, the mounting inserts the sleeve fixed connection of through-hole and correspondence, and the sleeve is used for burying underground in the floor, and when the sleeve was buried underground in cast-in-place floor, the upper end of mounting protrusion floor, each mounting of spacer detachably cladding stretches out muffjoint's part. The partition is used for covering the part, protruding out of the floor, of each fixing piece before the concrete cast-in-place floor is poured, so that the concrete is prevented from being adhered to the surface of the exposed fixing piece during pouring, the precast beam is hoisted after the floor is poured, the supporting rod can be installed by detaching the partition, the process that the rubber plug is required to be additionally arranged for collection or removal after the rubber plug is used for plugging is avoided, the construction process is simplified, and the construction progress is accelerated.
Description
Technical Field
The utility model belongs to the building engineering field, concretely relates to embedded structure that assembled supported.
Background
At present, the assembled precast beam needs to be supported by an inclined strut in the installation process, the traditional method of the connecting structure of the inclined strut and the cast-in-place floor is to fixedly connect a sleeve and a steel bar in the cast-in-place floor one by one, and a threaded hole in the sleeve is sealed by a rubber plug before the floor is poured, but the traditional method has the following defects:
1. the sleeves are constructed one by one, and the engineering progress is adversely affected;
2. the rubber plug is similar to the color of concrete, so that the concrete is difficult to collect after pouring, and the installation and construction procedures of the inclined strut are increased.
Therefore, a new technology is needed to solve the problem of slow construction progress in the prior art.
SUMMERY OF THE UTILITY MODEL
For solving the above-mentioned problem among the prior art, the utility model provides a pre-buried structure of assembled support, it has the effect that can accelerate the construction progress, simplifies construction process.
The utility model adopts the following technical scheme:
the utility model provides an embedded structure that assembled supported, include two at least sleeves, with the mounting of sleeve one-to-one and with the spacing block of sleeve one-to-one, telescopic axle center department is equipped with the through-hole, the mounting inserts the through-hole with correspond sleeve fixed connection, the sleeve is used for burying underground in cast-in-place floor, just when the sleeve is buried underground in cast-in-place floor, the mounting protrusion the upper end of cast-in-place floor, spacing block detachably cladding each the mounting stretches out muffjoint's part.
As a further improvement of the technical solution of the present invention, the present invention further includes a plurality of connecting members, each connecting member and at least two sleeve fixed connections.
As a further improvement, the connecting member has at least two sleeves, which are located on the same side of the connecting member, and a distance is provided between the at least two sleeves.
As a further improvement of the technical scheme of the utility model, each the both ends of connecting piece respectively with reinforcing bar fixed connection in the cast-in-place floor buries underground in the cast-in-place floor.
As a further improvement, the utility model discloses technical scheme, be equipped with grout portion in the through-hole, grout portion is used for pouring into the concrete.
As a technical scheme of the utility model further improves, the through-hole still includes the screw thread section, the screw thread section with grout portion adjoins, the mounting with screw thread section structure matches, the mounting passes through the screw thread section with sleeve threaded connection.
As a further improvement of the technical scheme of the utility model, the sleeve with the terminal surface of the one end that the mounting is connected with the upper surface parallel and level of cast-in-place floor, the sleeve has the one end of grout portion is located inside the floor.
As a further improvement of the technical proposal of the utility model, the part of each fixing piece protruding the cast-in-situ floor is fixedly connected with a support bar,
compared with the prior art, the beneficial effects of the utility model are that:
the bolts are directly and fixedly connected with the sleeves before the floor is poured, so that the process of collecting or removing the rubber plugs after the rubber plugs are used for plugging is avoided, and the construction process is simplified; and use each bolt of separator cladding not with each muffjoint's partly, naked bolt surface adhesion concrete when avoiding pouring, the bracing piece of being convenient for is connected simultaneously, can accelerate the construction progress.
Drawings
The technology of the present invention will be further described in detail with reference to the accompanying drawings and detailed description:
fig. 1 is a schematic view of the overall structure of the present invention;
FIG. 2 is a cross-sectional view of a pre-buried structure in a cast-in-place floor;
fig. 3 is a schematic view of the overall structure of the fabricated support.
Reference numerals:
1-a sleeve; 11-a through hole; 111-a threaded segment; 112-grouting part;
2-a fixing piece;
3-a spacer;
4-cast-in-place floor; 41-reinforcing steel bars;
5-a connector;
6-supporting rods;
7-precast beam.
Detailed Description
The conception, specific structure and technical effects of the present invention will be described clearly and completely with reference to the accompanying drawings and embodiments, so as to fully understand the objects, aspects and effects of the present invention. It should be noted that the embodiments and features of the embodiments in the present application may be combined with each other without conflict. The same reference numbers will be used throughout the drawings to refer to the same or like parts.
It should be noted that, unless otherwise specified, when a feature is referred to as being "fixed" or "connected" to another feature, it may be directly fixed or connected to the other feature or indirectly fixed or connected to the other feature. Furthermore, the description of the upper, lower, left, right, etc. used in the present invention is only relative to the mutual positional relationship of the components of the present invention in the drawings.
Referring to fig. 1 to 3, an embedded structure of an assembled support comprises at least two sleeves, fixing pieces and isolating pieces, wherein the fixing pieces correspond to the sleeves in a one-to-one mode, the isolating pieces correspond to the sleeves in a one-to-one mode, through holes are formed in the axes of the sleeves, the fixing pieces are inserted into the through holes and are fixedly connected with the corresponding sleeves, the sleeves are used for being buried in a cast-in-place floor, when the sleeves are buried in the cast-in-place floor, the fixing pieces protrude out of the upper end of the cast-in-place floor, the isolating pieces detachably coat the parts, extending out of the sleeves, of the fixing pieces, the isolating pieces can be preferably plastic cloth with colors not similar to colors of concrete, the plastic cloth can play a role of isolating the concrete from the fixing pieces, meanwhile, the structure of the fixing pieces cannot be damaged, and the covering and the disassembling are convenient. The part of each fixing piece, which protrudes out of the cast-in-place floor, is fixedly connected with the supporting rod. The fixing member may preferably be a bolt to facilitate a fixed connection with the sleeve. The partition is used for coating the part of each fixing piece protruding above the floor before the cast-in-place floor of concrete is poured, so that the concrete is prevented from being adhered to the surface of the fixing piece exposed during pouring, and the process of collecting or removing the rubber plugs is also avoided when the rubber plugs are used for plugging, thereby simplifying the construction process and accelerating the construction progress. After the floor is poured, the precast beam is hoisted, then the partition is dismantled, the supporting rod can be installed and used for supporting the precast beam, one end of the supporting rod is fixedly connected with the fixing piece, and the other end of the supporting rod is fixedly connected with the precast beam.
Specifically, the connecting device further comprises a plurality of connecting pieces, and each connecting piece is fixedly connected with at least two sleeves. The sleeve can preferably be set up in pairs, need not fix the telescopic position one by one, and the connecting piece can preferably be surplus reinforcing bar waste material after job site reinforcing bar processing, can realize the reuse of waste material, practices thrift construction cost. The connection mode of each connecting piece and the sleeve can be preferably welded according to the site construction condition, so that the relative position of the two sleeves or the direction of the sleeves is prevented from changing when concrete is poured.
Specifically, two at least sleeves are located same one side of connecting piece, and two sleeves are located connecting piece and steel bar connection's opposite direction, avoid appearing the sleeve when being located with the reinforcing bar homonymy connecting piece length unable not enough with the steel bar connection's the condition, the fixed connection between connecting piece and the reinforcing bar of being convenient for, be equipped with the determining separation distance between two at least sleeves, can be the site operation condition especially and confirm the interval between two sleeves.
Specifically, two ends of each connecting piece are respectively fixedly connected with the reinforcing steel bars in the cast-in-place floor and embedded in the cast-in-place floor, the connecting mode of each connecting piece and the reinforcing steel bars in the cast-in-place floor can be preferably welded or bound, and the phenomenon that the connecting pieces shift or twist when concrete is poured is avoided.
Specifically, be equipped with grout portion in the through-hole, grout portion is used for pouring into the concrete, has strengthened the joint strength between sleeve and the concrete to better performance mounting is to the fixed of bracing piece and supporting role. The end face of one end of the sleeve, which is connected with the fixing piece, is flush with the upper surface of the cast-in-place floor, one end of the sleeve, which is provided with the grouting part, is positioned inside the floor, and the sleeve is almost completely embedded in the cast-in-place floor, so that the situation that the upper end surface of the sleeve, which protrudes out of the cast-in-place floor, damages the integrity of the structure of the sleeve is avoided, and meanwhile, the connection strength between the sleeve and the cast-in-place floor is also enhanced. The through hole further comprises a thread section, the thread section is adjacent to the grouting portion, the fixing piece is matched with the thread section in structure, and the fixing piece is connected with the sleeve in a threaded mode through the thread section, so that the support rod is convenient to detach and install.
Other contents of a pre-buried structure of assembled support see prior art, no longer describe herein.
The above description is only a preferred embodiment of the present invention, and is not intended to limit the present invention in any way, so that any modification, equivalent change and modification made by the technical spirit of the present invention to the above embodiments do not depart from the technical solution of the present invention, and still fall within the scope of the technical solution of the present invention.
Claims (8)
1. The utility model provides a pre-buried structure of assembled support which characterized in that: the sleeve type cast-in-place floor comprises at least two sleeves, fixing pieces in one-to-one correspondence with the sleeves and isolating pieces in one-to-one correspondence with the sleeves, wherein through holes are formed in the axis centers of the sleeves, the fixing pieces are inserted into the through holes and are fixedly connected with the corresponding sleeves, the sleeves are used for being buried in the cast-in-place floor, when the sleeves are buried in the cast-in-place floor, the fixing pieces protrude out of the upper end of the cast-in-place floor, and the isolating pieces detachably coat the parts, extending out of the sleeve, of the fixing pieces.
2. The pre-buried structure of assembled support of claim 1, characterized in that: the connecting device also comprises a plurality of connecting pieces, and each connecting piece is fixedly connected with at least two sleeves.
3. The pre-buried structure of assembled support of claim 2, characterized in that: the at least two sleeves are positioned on the same side of the connecting piece, and a certain distance is arranged between the at least two sleeves.
4. The pre-buried structure of assembled support of claim 2, characterized in that: and two ends of each connecting piece are respectively fixedly connected with the reinforcing steel bars in the cast-in-place floor and are embedded in the cast-in-place floor.
5. The pre-buried structure of assembled support of claim 1, characterized in that: and a grouting part is arranged in the through hole and is used for injecting concrete.
6. The pre-buried structure of assembled support of claim 5, characterized in that: the through hole further comprises a threaded section, the threaded section is adjacent to the grouting portion, the fixing piece is matched with the threaded section in structure, and the fixing piece is in threaded connection with the sleeve through the threaded section.
7. The pre-buried structure of assembled support of claim 6, characterized in that: the end face of one end of the sleeve, which is connected with the fixing piece, is flush with the upper surface of the cast-in-place floor, and one end of the sleeve, which is provided with the grouting part, is positioned inside the floor.
8. The pre-buried structure of assembled support of claim 1, characterized in that: the part of each fixing piece, which protrudes out of the cast-in-place floor, is fixedly connected with the supporting rod.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202120923565.2U CN214833527U (en) | 2021-04-29 | 2021-04-29 | Embedded structure of assembled support |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202120923565.2U CN214833527U (en) | 2021-04-29 | 2021-04-29 | Embedded structure of assembled support |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN214833527U true CN214833527U (en) | 2021-11-23 |
Family
ID=78771706
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202120923565.2U Expired - Fee Related CN214833527U (en) | 2021-04-29 | 2021-04-29 | Embedded structure of assembled support |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN214833527U (en) |
-
2021
- 2021-04-29 CN CN202120923565.2U patent/CN214833527U/en not_active Expired - Fee Related
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN111561061B (en) | Assembled wallboard, wall structure and construction method of wall structure | |
| WO2012053730A1 (en) | Truss structure corresponding to the second moment of a support part and a production method for the same, and a truss bridge using the truss structure corresponding to the second moment of the support part and a method for constructing the same | |
| WO2018074814A1 (en) | Connection structure of precast beam and column and method for connecting beam and column by using same | |
| CN214833527U (en) | Embedded structure of assembled support | |
| CN105926925A (en) | Joist steel cantilever beam of suspended scaffold and construction method thereof | |
| CN205291219U (en) | Reinforced concrete mould | |
| CN115538767B (en) | Support construction method for jacking formwork | |
| CN207525779U (en) | A kind of assembly type pipe gallery pattern foundation pit supporting structure of recycling and structure external mold composite structure | |
| CN214834739U (en) | Quick-assembly early-dismantling plate strip-shaped supporting structure | |
| CN214834736U (en) | Quick-mounting early-dismounting board surface supporting structure | |
| CN211421599U (en) | Quick connection structure of steel core concrete column | |
| CN214116312U (en) | Socket type longitudinal connecting device suitable for bridge is assembled to festival segmentation cantilever | |
| CN114214949A (en) | Hang basket inner chamber template system suitable for variable cross-section bridge | |
| CN210657851U (en) | Precast concrete pavement slab capable of being hoisted quickly | |
| CN112482636A (en) | Underground assembly type station cast-in-place beam formwork-free structure and construction method thereof | |
| CN110485633A (en) | A kind of steel core concrete column fast joint structure and method | |
| CN113107194A (en) | Quick-mounting early-dismounting board surface supporting structure | |
| CN214246273U (en) | Cast-in-place roof beam of underground assembly type station exempts from formwork structure | |
| CN110847056A (en) | Cantilever pull rod assembly type triangular bracket and construction method thereof | |
| CN111549827A (en) | Basement bottom plate passes through transition beam connected node with underground continuous wall | |
| CN212336400U (en) | Prefabricated wallboard and wall structure thereof | |
| CN216405149U (en) | Reinforcing mechanism for road and bridge cracks | |
| CN217782840U (en) | Template for horizontal joint of external wall prefabricated part | |
| CN219992121U (en) | Quick formwork structure for concrete road construction | |
| CN214993023U (en) | Frame pier body structure |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20211123 |
|
| CF01 | Termination of patent right due to non-payment of annual fee |