CN204662496U - Integrally girder construction - Google Patents
Integrally girder construction Download PDFInfo
- Publication number
- CN204662496U CN204662496U CN201420637998.1U CN201420637998U CN204662496U CN 204662496 U CN204662496 U CN 204662496U CN 201420637998 U CN201420637998 U CN 201420637998U CN 204662496 U CN204662496 U CN 204662496U
- Authority
- CN
- China
- Prior art keywords
- junction plate
- concrete foundation
- caulking groove
- independent concrete
- integrally
- 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
- 238000010276 construction Methods 0.000 title claims abstract description 22
- 229910000831 Steel Inorganic materials 0.000 claims abstract description 4
- 239000010959 steel Substances 0.000 claims abstract description 4
- 230000003014 reinforcing effect Effects 0.000 claims description 8
- 230000007704 transition Effects 0.000 claims description 3
- 238000004804 winding Methods 0.000 claims description 3
- 230000000694 effects Effects 0.000 abstract description 4
- 238000004062 sedimentation Methods 0.000 description 5
- 230000007423 decrease Effects 0.000 description 2
- 238000005516 engineering process Methods 0.000 description 2
- 230000004048 modification Effects 0.000 description 2
- 238000012986 modification Methods 0.000 description 2
- 230000009286 beneficial effect Effects 0.000 description 1
- 238000009435 building construction Methods 0.000 description 1
- 230000007812 deficiency Effects 0.000 description 1
- 230000002787 reinforcement Effects 0.000 description 1
Landscapes
- Bridges Or Land Bridges (AREA)
Abstract
The utility model discloses one integrally girder construction, comprise independent concrete foundation and grade beam, the upper surface of described independent concrete foundation is provided with the junction plate in order to be fixedly connected with vertical beam, be respectively arranged with caulking groove at the two relative side of described independent concrete foundation or the top of two adjacent side, the wall of described caulking groove is provided with interior junction plate; Described grade beam is steel structure, at least its two ends are the rectangular configuration that cross section is mated with described caulking groove, the wall of the end of described grade beam is provided with described in outside link plate corresponding to junction plate, after in the caulking groove described in described ground beam end correspondence embeds, described interior junction plate and outside link plate are welded to connect.Being welded to connect of junction plate and outside link plate in utilizing, realize grade beam and be connected with the quick of independent concrete foundation, when Specific construction, the setting of independent concrete foundation simplifies ground setting, also improves the anti-settling effect of independent concrete foundation.
Description
Technical field
The utility model relates to building construction technology field, particularly relates to a kind of integrally girder construction eliminating the difference in height that sedimentation produces.
Background technology
Light body integrated house, face the room that builds a house, factory building and box house, mainly adopt table to transform in factory and produce, then in construction ground fast construction, fast can form rapidly room body, building costs is low, short construction period, is now popular architectural mode.
In coastal cities, as Tianjin, when facing sedimentation, the house on a large scale because the settling amount difference at each position produces difference in height, can affect house quality, so just need a kind of structure of bottom girder that can improve this kind of situation.
Utility model content
The purpose of this utility model is the technological deficiency for existing in prior art, and provides a kind of integrally girder construction eliminating the difference in height that sedimentation produces.
The technical scheme adopted for realizing the purpose of this utility model is:
One is girder construction integrally, comprise independent concrete foundation and the grade beam being connected two adjacent independent concrete foundations, the upper surface of described independent concrete foundation is provided with the junction plate in order to be fixedly connected with vertical beam, be respectively arranged with caulking groove at the two relative side of described independent concrete foundation or the top of two adjacent side, the wall of described caulking groove is provided with interior junction plate; Described grade beam is steel structure, at least its two ends are the rectangular configuration that cross section is mated with described caulking groove, the wall of the end of described grade beam is provided with described in outside link plate corresponding to junction plate, after in the caulking groove described in described ground beam end correspondence embeds, described interior junction plate and outside link plate are welded to connect.
The caulking groove side of described independent concrete foundation is also integrally formed with brace table, and described supporting leg upper surface flushes with the bottom of described caulking groove.
The medial surface of described caulking groove, left and right sides and bottom surface are respectively arranged with interior junction plate, and the interior junction plate on these four walls is fixedly connected with, the leading flank of the end of described grade beam, left and right sides and bottom surface are respectively arranged with outside link plate accordingly, and described outside link plate is connected with grade beam end winding support respectively.
In on the internal face of two caulking grooves of an independent concrete foundation, junction plate is fixedly connected with by least three road reinforcing bars.
Described junction plate upper surface is provided with the bolt in order to connect, described junction plate soffit is provided with the pre-buried reinforcing cage to independent concrete foundation.
The post portion that described independent concrete foundation comprises top and the pier portion be wholely set in bottom, described pier portion diameter is greater than post portion and both are directly by domatic transition.
Compared with prior art, the beneficial effects of the utility model are:
In utilizing, junction plate and outside link plate is welded to connect, realize grade beam to be connected with the quick of independent concrete foundation, when Specific construction, the setting of independent concrete foundation simplifies ground and arranges, only need excavate in fixed point and pass through concrete prefabricated basis, without the need to a large amount of civil construction, simultaneously, grade beam is utilized to be welded to connect with independently concrete, each independent concrete is connected as one, effectively counteracts the different decline caused of sedimentation and differ, simultaneously, the contact on grade beam and ground, also improves the anti-settling effect of independent concrete foundation.
Accompanying drawing explanation
Figure 1 shows that the structural representation of integrally girder construction of the present utility model;
Figure 2 shows that the structural representation of junction plate.
Detailed description of the invention
Below in conjunction with the drawings and specific embodiments, the utility model is described in further detail.Should be appreciated that specific embodiment described herein only in order to explain the utility model, and be not used in restriction the utility model.
As shown in Figure 1, integrally girder construction of the present utility model comprises independent concrete foundation 1 and the grade beam 2 being connected two adjacent independent concrete foundations, the upper surface of described independent concrete foundation is provided with the junction plate 3 in order to be fixedly connected with vertical beam, described junction plate upper surface is provided with the bolt 4 in order to connect, described junction plate soffit is provided with the pre-buried reinforcing cage to independent concrete foundation, preferably, as shown in Figure 2, described bolt is the reinforcing bar of through described junction plate, the reinforcing bar of junction plate bottom is provided with multiple spaced connecting ring and forms reinforcement cage structure, caulking groove 5 is respectively arranged with at the two relative side of described independent concrete foundation or the top of two adjacent side, the wall of described caulking groove is provided with interior junction plate 6, described grade beam is steel structure, at least its two ends are the rectangular configuration that cross section is mated with described caulking groove, the wall of the end of described grade beam is provided with described in outside link plate 7 corresponding to junction plate, after in the caulking groove described in described ground beam end correspondence embeds, described interior junction plate and outside link plate are welded to connect.
Specifically, the independent concrete foundation upper end two relative side being positioned at centre is respectively arranged with caulking groove, two adjacent sides arrange caulking groove to the independent concrete foundation being positioned at corner, the connection being set to grade beam of caulking groove provides space, simultaneously interior junction plate and outside link plate are set respectively on the contact surface of caulking groove and grade beam, the medial surface of described caulking groove, left and right sides and bottom surface are respectively arranged with interior junction plate, and the interior junction plate on these four walls is fixedly connected with, the leading flank of the end of described grade beam, left and right sides and bottom surface are respectively arranged with outside link plate accordingly, described outside link plate is connected with grade beam end winding support respectively.In utilizing, junction plate and outside link plate is welded to connect, realize grade beam to be connected with the quick of independent concrete foundation, when Specific construction, the setting of independent concrete foundation simplifies ground and arranges, only need excavate in fixed point and pass through concrete prefabricated basis, without the need to a large amount of civil construction, simultaneously, grade beam is utilized to be welded to connect with independently concrete, each independent concrete is connected as one, effectively counteracts the different decline caused of sedimentation and differ, simultaneously, the contact on grade beam and ground, also improves the anti-settling effect of independent concrete foundation.
Further, the caulking groove side of described independent concrete foundation is also integrally formed with brace table, and described supporting leg upper surface flushes with the bottom of described caulking groove.Utilize this brace table can improve the supporting surface of ground beam end, improve the steadiness of pad, improve the support strength of grade beam simultaneously.
Preferably, for improving the intensity of interior junction plate, in on the internal face of two caulking grooves of an independent concrete foundation, junction plate is fixedly connected with by least three road reinforcing bars, junction plate in the caulking groove of two sides is connected as one, effectively improve the bonding strength of itself and independent concrete foundation, effectively improve globality.
Further, for improving overall anti-settling effect, the post portion that described independent concrete foundation comprises top and the pier portion be wholely set in bottom, described pier portion diameter is greater than post portion and both are directly by domatic transition.
The above is only preferred embodiment of the present utility model; it should be noted that; for those skilled in the art; under the prerequisite not departing from the utility model principle; can also make some improvements and modifications, these improvements and modifications also should be considered as protection domain of the present utility model.
Claims (6)
1. an integrally girder construction, it is characterized in that, comprise independent concrete foundation and the grade beam being connected two adjacent independent concrete foundations, the upper surface of described independent concrete foundation is provided with the junction plate in order to be fixedly connected with vertical beam, be respectively arranged with caulking groove at the two relative side of described independent concrete foundation or the top of two adjacent side, the wall of described caulking groove is provided with interior junction plate; Described grade beam is steel structure, at least its two ends are the rectangular configuration that cross section is mated with described caulking groove, the wall of the end of described grade beam is provided with described in outside link plate corresponding to junction plate, after in the caulking groove described in described ground beam end correspondence embeds, described interior junction plate and outside link plate are welded to connect.
2. integrally girder construction as claimed in claim 1, it is characterized in that, the caulking groove side of described independent concrete foundation is also integrally formed with brace table, and described supporting leg upper surface flushes with the bottom of described caulking groove.
3. integrally girder construction as claimed in claim 1, it is characterized in that, the medial surface of described caulking groove, left and right sides and bottom surface are respectively arranged with interior junction plate, and the interior junction plate on these four walls is fixedly connected with, the leading flank of the end of described grade beam, left and right sides and bottom surface are respectively arranged with outside link plate accordingly, and described outside link plate is connected with grade beam end winding support respectively.
4. integrally girder construction as claimed in claim 1, it is characterized in that, on the internal face of two caulking grooves of an independent concrete foundation, junction plate is fixedly connected with by least three road reinforcing bars.
5. integrally girder construction as claimed in claim 1, is characterized in that, described junction plate upper surface is provided with the bolt in order to connect, and described junction plate soffit is provided with the pre-buried reinforcing cage to independent concrete foundation.
6. integrally girder construction as claimed in claim 1, is characterized in that, the post portion that described independent concrete foundation comprises top and the pier portion be wholely set in bottom, described pier portion diameter is greater than post portion and both are directly by domatic transition.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201420637998.1U CN204662496U (en) | 2014-10-29 | 2014-10-29 | Integrally girder construction |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201420637998.1U CN204662496U (en) | 2014-10-29 | 2014-10-29 | Integrally girder construction |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN204662496U true CN204662496U (en) | 2015-09-23 |
Family
ID=54132892
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201420637998.1U Expired - Fee Related CN204662496U (en) | 2014-10-29 | 2014-10-29 | Integrally girder construction |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN204662496U (en) |
-
2014
- 2014-10-29 CN CN201420637998.1U patent/CN204662496U/en not_active Expired - Fee Related
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN104912190B (en) | Dry type joggle frame structure | |
| CN203834739U (en) | End steel board connection, positioning and assembly type shear wall structure | |
| CN205421616U (en) | Assemble integral shear force wall with steel pipe concrete edge member | |
| CN202866120U (en) | Novel assembly wallboard | |
| CN103498569B (en) | The inner storey-adding reconstruction concrete-steel structure of old factory building and construction method thereof | |
| CN201581409U (en) | Combined tower crane foundation of cross beam supported by steel latticework columns in deep foundation pit | |
| KR101327388B1 (en) | The pc wall for water-storage tank of assembly type and method for constructing thereof | |
| CN107905385A (en) | The assembled arthitecutral structure and method of construction that steel construction is combined with concrete structure | |
| CN203334664U (en) | Ultra-long cantilever truss structure high formwork supporting system | |
| CN206467788U (en) | A kind of concrete floor magnetic bolts attachment structure | |
| CN104328798A (en) | Integral type ground beam structure | |
| CN204662496U (en) | Integrally girder construction | |
| CN103967332A (en) | Construction method of building site barrier | |
| CN205024719U (en) | Pile foundation and integrated reverse construction vertical braces system of underground continuous wall | |
| CN204919932U (en) | Assemble integral non -reinforced concrete ribbed floor | |
| CN204001705U (en) | Outer wall of basement single surface formwork constructing structure based on earth anchor truss | |
| CN104005476B (en) | Be easy to fabrication and installation precast frame system and construction method | |
| CN205530324U (en) | Miniature stake of thin -walled cold -formed steel | |
| CN202139543U (en) | Bracket structure used for construction of continuous box girders | |
| CN203769130U (en) | Novel substation wall structure with parts prefabricated | |
| CN204959769U (en) | Lower part has stagnant water centrifugation side of strutting stake envelope in clamping orient groove | |
| CN207032222U (en) | A kind of prefabricated pile of assembled pile foundation support table revetment | |
| CN103967208B (en) | The light steel of Z-section-timber with small diameter combination bearing column and making method | |
| CN201554035U (en) | Horseshoe pre-cast block-type wall board structure used in reinforced earth retaining walls | |
| CN207646886U (en) | The assembled arthitecutral structure that steel construction is combined with concrete structure |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| C41 | Transfer of patent application or patent right or utility model | ||
| TR01 | Transfer of patent right |
Effective date of registration: 20160615 Address after: 301505 Lutai Economic Development Zone, Hebei Province Agricultural Corporation, the three community, Patentee after: Wanerte (Tangshan) Steel Structure Co. Address before: 300405, Beichen District, Tianjin City, big town 2 Industrial Park Patentee before: Wang Guiping |
|
| 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: 20150923 Termination date: 20161029 |