CN104328798A - Integral type ground beam structure - Google Patents
Integral type ground beam structure Download PDFInfo
- Publication number
- CN104328798A CN104328798A CN201410596636.7A CN201410596636A CN104328798A CN 104328798 A CN104328798 A CN 104328798A CN 201410596636 A CN201410596636 A CN 201410596636A CN 104328798 A CN104328798 A CN 104328798A
- Authority
- CN
- China
- Prior art keywords
- independent concrete
- junction plate
- concrete foundation
- caulking groove
- 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.)
- Granted
Links
- 238000010276 construction Methods 0.000 claims abstract description 20
- 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
- 238000003466 welding Methods 0.000 abstract 2
- 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
Classifications
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D29/00—Independent underground or underwater structures; Retaining walls
- E02D29/045—Underground structures, e.g. tunnels or galleries, built in the open air or by methods involving disturbance of the ground surface all along the location line; Methods of making them
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D27/00—Foundations as substructures
- E02D27/32—Foundations for special purposes
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/0007—Base structures; Cellars
Landscapes
- Engineering & Computer Science (AREA)
- Structural Engineering (AREA)
- Civil Engineering (AREA)
- General Life Sciences & Earth Sciences (AREA)
- Mining & Mineral Resources (AREA)
- Paleontology (AREA)
- Life Sciences & Earth Sciences (AREA)
- General Engineering & Computer Science (AREA)
- Architecture (AREA)
- Environmental & Geological Engineering (AREA)
- Physics & Mathematics (AREA)
- Electromagnetism (AREA)
- Bridges Or Land Bridges (AREA)
Abstract
The invention discloses an integral type ground beam structure, comprising independent concrete foundations and a ground beam, wherein the upper surfaces of the independent concrete foundations are respectively provided with a connecting plate used for being fixedly connected with an upright beam; two opposite side faces or the top parts of two adjacent side faces of each of the independent concrete foundation are respectively provided with an embedding groove; internal connecting plates are respectively arranged on the walls of the embedding grooves; the ground beam is of a steel structure; at least two ends of the ground beam are respectively of a rectangular structure of which the section is matched with the embedding groove; external connecting plates corresponding to the internal connecting plates are respectively arranged on the walls of the end parts of the ground beam; after the end parts of the ground beam are correspondingly embedded into the embedding grooves, the internal connecting plates and the external connecting plates are in welding connection. According to the integral type ground beam structure, as the internal connecting plates and the external connecting plates are in welding connection, the fast connection between the ground beam and the independent concrete foundations is realized; in specific construction, the independent concrete foundations enable groundwork setting to be simplified; the anti-subsidence effect of the independent concrete foundations is also improved.
Description
Technical field
The present invention relates to building construction technology field, particularly relate 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.
Summary of the invention
The object of the invention is the technological deficiency for existing in prior art, and a kind of integrally girder construction eliminating the difference in height that sedimentation produces is provided.
The technical scheme adopted for realizing object of the present invention 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 invention has the beneficial effects as follows:
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 invention.
Detailed description of the invention
Below in conjunction with the drawings and specific embodiments, the present invention is described in further detail.Should be appreciated that specific embodiment described herein only in order to explain the present invention, be not intended to limit the present invention.
As shown in Figure 1, integrally girder construction of the present invention 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, on bolt be 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 the preferred embodiment of the present invention; it should be pointed out that for those skilled in the art, under the premise without departing from the principles of the invention; can also make some improvements and modifications, these improvements and modifications also should be considered as protection scope of the present invention.
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 |
|---|---|---|---|
| CN201410596636.7A CN104328798B (en) | 2014-10-29 | 2014-10-29 | Integral type ground beam structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201410596636.7A CN104328798B (en) | 2014-10-29 | 2014-10-29 | Integral type ground beam structure |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN104328798A true CN104328798A (en) | 2015-02-04 |
| CN104328798B CN104328798B (en) | 2017-01-11 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201410596636.7A Active CN104328798B (en) | 2014-10-29 | 2014-10-29 | Integral type ground beam structure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN104328798B (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106480900A (en) * | 2016-11-28 | 2017-03-08 | 无锡市莱达热工工程有限公司 | Factory Building upright post basic |
| CN106869198A (en) * | 2017-01-20 | 2017-06-20 | 榆林华源电力有限责任公司 | The method that a kind of sagging dead zone of non cohesire soil reinforces pole and tower foundation using cross beam |
| CN106988603A (en) * | 2017-03-15 | 2017-07-28 | 建华建材（天津）有限公司 | A kind of Assembled enclosing wall and its construction method |
Citations (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH0468124A (en) * | 1990-07-09 | 1992-03-03 | Kurosawa Kensetsu Kk | Method for constructing foundation of underground beam using precast beam |
| CN202627016U (en) * | 2012-03-26 | 2012-12-26 | 电联工程技术股份有限公司 | Balance weight ground beam for quickly assembled communication base station |
| CN103147454A (en) * | 2013-03-01 | 2013-06-12 | 江苏九鼎环球建设科技集团有限公司 | Pre-fabricated foundation structure of steel structure factory building |
| CN203320540U (en) * | 2013-06-21 | 2013-12-04 | 浙江明德建设有限公司 | Construction fence foundation precast block |
-
2014
- 2014-10-29 CN CN201410596636.7A patent/CN104328798B/en active Active
Patent Citations (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH0468124A (en) * | 1990-07-09 | 1992-03-03 | Kurosawa Kensetsu Kk | Method for constructing foundation of underground beam using precast beam |
| CN202627016U (en) * | 2012-03-26 | 2012-12-26 | 电联工程技术股份有限公司 | Balance weight ground beam for quickly assembled communication base station |
| CN103147454A (en) * | 2013-03-01 | 2013-06-12 | 江苏九鼎环球建设科技集团有限公司 | Pre-fabricated foundation structure of steel structure factory building |
| CN203320540U (en) * | 2013-06-21 | 2013-12-04 | 浙江明德建设有限公司 | Construction fence foundation precast block |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106480900A (en) * | 2016-11-28 | 2017-03-08 | 无锡市莱达热工工程有限公司 | Factory Building upright post basic |
| CN106869198A (en) * | 2017-01-20 | 2017-06-20 | 榆林华源电力有限责任公司 | The method that a kind of sagging dead zone of non cohesire soil reinforces pole and tower foundation using cross beam |
| CN106988603A (en) * | 2017-03-15 | 2017-07-28 | 建华建材（天津）有限公司 | A kind of Assembled enclosing wall and its construction method |
Also Published As
| Publication number | Publication date |
|---|---|
| CN104328798B (en) | 2017-01-11 |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C06 | Publication | ||
| PB01 | Publication | ||
| C10 | Entry into substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| TR01 | Transfer of patent right | ||
| TR01 | Transfer of patent right |
Effective date of registration: 20170524 Address after: 300000 Tianjin city Beichen District Zhang Zhen Nan Wang Ping Village Patentee after: WANERTE (TANGSHAN) STEEL STRUCTURE CO.,LTD. Address before: 300405, Beichen District, Tianjin City, big town 2 Industrial Park Patentee before: Wang Guiping |
|
| CP02 | Change in the address of a patent holder |
Address after: 301505 Lutai Economic Development Zone, Hebei Province Agricultural Corporation, the three community, Patentee after: WANERTE (TANGSHAN) STEEL STRUCTURE CO.,LTD. Address before: 300000 Tianjin city Beichen District Zhang Zhen Nan Wang Ping Village Patentee before: WANERTE (TANGSHAN) STEEL STRUCTURE CO.,LTD. |
|
| CP02 | Change in the address of a patent holder | ||
| CP03 | Change of name, title or address |
Address after: 063000 Three Communities of Agricultural Corporation of Lutai Economic Development Zone, Tangshan City, Hebei Province Patentee after: Wante Steel Structure Group Co.,Ltd. Address before: 301505, Hebei Lutai Tangshan City Economic Development Zone Agricultural Corporation three community Patentee before: WANERTE (TANGSHAN) STEEL STRUCTURE Co.,Ltd. |
|
| CP03 | Change of name, title or address | ||
| PE01 | Entry into force of the registration of the contract for pledge of patent right |
Denomination of invention: Integrated ground beam structure Granted publication date: 20170111 Pledgee: Tangshan Branch of China Postal Savings Bank Co.,Ltd. Pledgor: Wante Steel Structure Group Co.,Ltd. Registration number: Y2024980012332 |
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| PE01 | Entry into force of the registration of the contract for pledge of patent right |