CN104328793A - Raft plate structure - Google Patents

Raft plate structure Download PDF

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Publication number
CN104328793A
CN104328793A CN201410528913.0A CN201410528913A CN104328793A CN 104328793 A CN104328793 A CN 104328793A CN 201410528913 A CN201410528913 A CN 201410528913A CN 104328793 A CN104328793 A CN 104328793A
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CN
China
Prior art keywords
raft
plate
plates
line
groove
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Granted
Application number
CN201410528913.0A
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Chinese (zh)
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CN104328793B (en
Inventor
文国栋
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Pingyang Ming Jin construction engineering corporation, Ltd
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Chengdu Juzhi Industrial Design Co Ltd
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Priority to CN201410528913.0A priority Critical patent/CN104328793B/en
Publication of CN104328793A publication Critical patent/CN104328793A/en
Application granted granted Critical
Publication of CN104328793B publication Critical patent/CN104328793B/en
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Classifications

    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02DFOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D27/00Foundations as substructures
    • E02D27/01Flat foundations
    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02DFOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D29/00Independent underground or underwater structures; Retaining walls
    • E02D29/16Arrangement or construction of joints in foundation structures

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  • Engineering & Computer Science (AREA)
  • Life Sciences & Earth Sciences (AREA)
  • General Life Sciences & Earth Sciences (AREA)
  • Mining & Mineral Resources (AREA)
  • Paleontology (AREA)
  • Civil Engineering (AREA)
  • General Engineering & Computer Science (AREA)
  • Structural Engineering (AREA)
  • Environmental & Geological Engineering (AREA)
  • Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)

Abstract

The invention discloses a raft plate structure, which comprises two raft plates, wherein the bottoms of the raft plates are connected with a transverse inhaul cable, each raft plate is provided with a chain buckle in a way of corresponding to a connecting part of the transverse inhaul cable, the transverse inhaul cable is connected with the raft plates through chain buckles, a support plate is transversely arranged between positions, near the bottoms, of the two raft plates, two ends of the support plate extend into the raft plates, in addition, the support plate is fixedly connected with the raft plates, a connecting rod is arranged on the upper surface, positioned between the two raft plates, of the support plate, two ends of the connecting rod are connected with the raft plates through movable chain buckles, the transverse inhaul cable is positioned in an opening part of a water flow groove, the water flow groove adopts a concave structure, a protection groove is formed in the water flow groove, a through hole is formed in the protection groove, the lower surface of the protection groove is provided with a wear-resisting plate, and the wear-resisting plate is detachably connected onto the protection groove. The raft plate structure has the advantages that the construction difficulty is reduced to a certain degree, the construction quality is improved, the raft plate structure can be applicable to the construction of post-cast strips of raft plates of different foundations, the influence of environment change is avoided, the problems of gaps, leakage and the like cannot occur, the operation is simple, and the construction is convenient.

Description

Raft plated construction
Technical field
The present invention relates to a kind of building facilities, particularly a kind of raft plated construction.
Background technology
Along with the continuous increase of highrise building, design raft foundation turns over girder construction and also gets more and more, the size of beam, shape and specification also in continuous change, therefore, raft foundation with on turn in beam primary concreting shutterings-supported construction and there is certain difficult point, so just have impact on the quality of construction.At present, the perfect of ater-casting adds the important step improving basic post empiricism quality man-hour, and raft plate creates indispensable effect wherein, when construction raft foundation turns over beam forms, bed course normally bottom raft plate or fish tail and waterproof layer arrange main force rod, then scaffold is set up, particularly when concreting, vertical rod is extracted along with during concrete initial set, and need prevent base plate from leaving hidden leakage defect, for this series of measures, general raft plated construction to reach good effect, need better to make improvements, to cover the shortage, better be applied in building operations.
Summary of the invention
The technical problem to be solved in the present invention is: overcome the problems referred to above, provides one to reduce difficulty of construction to a certain extent, improves construction quality, can be applicable to the construction of different Base isolation system ater-casting, not by the raft plated construction of the impact of environmental change.
To achieve these goals, the technical solution used in the present invention is such: raft plated construction of the present invention, comprise raft plate, raft plate is two, horizontal drag-line is connected with bottom two raft plates, the corresponding horizontal drag-line junction of raft plate is provided with cuff link, horizontal drag-line is connected with raft plate by cuff link, two raft plates are laterally provided with gripper shoe between bottom, gripper shoe two ends extend in raft plate, and be fixedly connected with between gripper shoe with raft plate, the upper surface of gripper shoe between two raft plates is provided with connecting rod, connecting rod two ends are connected with raft plate by movable cuff link, horizontal drag-line is positioned at a gutter channel opening part, gutter channel adopts concave structure, be provided with in gutter channel and protect groove, protect on groove and have through hole, protect groove soffit and wearing plate is installed, wearing plate is detachably connected on and protects on groove, and wearing plate and protect to adopt between groove and be tightly connected.
Further, as a kind of concrete form of structure, raft plate of the present invention is built-in with reinforced frame, and reinforced frame is fixed in raft plate.
Further, as a kind of concrete form of structure, horizontal drag-line of the present invention and gripper shoe all adopt Steel material to make.
Further, as a kind of concrete form of structure, between raft plate of the present invention and horizontal drag-line, be also connected with steel plate for sealing water.
Further, as a kind of concrete form of structure, cracking resistance stiffener between gripper shoe of the present invention and horizontal drag-line, is connected with.
Further, as a kind of concrete form of structure, cracking resistance stiffener of the present invention is welded on the supporting plate by full weld mode.
Compared with prior art, the invention has the advantages that: this raft plated construction reduces difficulty of construction to a certain extent, improve construction quality, the construction of different Base isolation system ater-casting can be applicable to, not by the impact of environmental change, there will not be the problem such as gap, seepage, simple to operate, easy construction.
Accompanying drawing explanation
Below in conjunction with drawings and Examples, the present invention is further described.
Fig. 1 is structural representation of the present invention;
In figure: 1. raft plate; 2. gripper shoe; 3. connecting rod; 4. cracking resistance stiffener; 5. steel plate for sealing water; 6. horizontal drag-line; 7. gutter channel; 8. protect groove; 9. wearing plate.
Detailed description of the invention
In conjunction with the accompanying drawings, the present invention is further detailed explanation.These accompanying drawings are the schematic diagram of simplification, only basic structure of the present invention are described in a schematic way, and therefore it only shows the formation relevant with the present invention.
The preferred embodiment of raft plated construction of the present invention as shown in Figure 1, comprise raft plate 1, raft plate 1 is two, horizontal drag-line 6 is connected with bottom two raft plates 1, corresponding horizontal drag-line 6 junction of raft plate 1 is provided with cuff link, horizontal drag-line 6 is connected with raft plate 1 by cuff link, two raft plates 1 are laterally provided with gripper shoe 2 between bottom, gripper shoe 2 two ends extend in raft plate 1, and be fixedly connected with between gripper shoe 2 with raft plate 1, the upper surface of gripper shoe 2 between two raft plates 1 is provided with connecting rod 3, connecting rod 3 two ends are connected with raft plate 1 by movable cuff link, horizontal drag-line 6 is positioned at gutter channel 7 opening part, gutter channel 7 adopts concave structure, be provided with in gutter channel 7 and protect groove 8, protect on groove 8 and have through hole, protect groove 8 soffit and wearing plate 9 is installed, wearing plate 9 is detachably connected on and protects on groove 8, and wearing plate 9 and protect to adopt between groove 8 and be tightly connected, described raft plate 1 is built-in with reinforced frame, reinforced frame is fixed in raft plate 1, described horizontal drag-line 6 and gripper shoe 2 all adopt Steel material to make, steel plate for sealing water 5 is also connected with between described raft plate 1 and horizontal drag-line 6, cracking resistance stiffener 4 is connected with between described gripper shoe 2 and horizontal drag-line 6, described cracking resistance stiffener 4 is welded in gripper shoe 2 by full weld mode.
Raft plated construction of the present invention reduces difficulty of construction to a certain extent, improves construction quality, can be applicable to the construction of different Base isolation system ater-casting, not by the impact of environmental change, there will not be the problem such as gap, seepage, simple to operate, easy construction.Described horizontal drag-line 6 and gripper shoe 2 all adopt Steel material to make, and have good steel structure performance; Also be connected with steel plate for sealing water 5 between described raft plate 1 and horizontal drag-line 6, steel plate for sealing water 5 can play certain sealing effect; Be connected with cracking resistance stiffener 4 between described gripper shoe 2 and horizontal drag-line 6, there is certain cracking resistance; Described cracking resistance stiffener 4 is welded in gripper shoe 2 by full weld mode, and its cracking resistance stiffener 4 can be welded together closely with gripper shoe 2.
With above-mentioned according to desirable embodiment of the present invention for enlightenment, by above-mentioned description, relevant staff in the scope not departing from this invention technological thought, can carry out various change and amendment completely.The technical scope of this invention is not limited to the content on manual, must determine its technical scope according to right.

Claims (6)

1. a raft plated construction, comprise raft plate, it is characterized in that: raft plate is two, horizontal drag-line is connected with bottom two raft plates, the corresponding horizontal drag-line junction of raft plate is provided with cuff link, horizontal drag-line is connected with raft plate by cuff link, two raft plates are laterally provided with gripper shoe between bottom, gripper shoe two ends extend in raft plate, and be fixedly connected with between gripper shoe with raft plate, the upper surface of gripper shoe between two raft plates is provided with connecting rod, connecting rod two ends are connected with raft plate by movable cuff link, horizontal drag-line is positioned at a gutter channel opening part, gutter channel adopts concave structure, be provided with in gutter channel and protect groove, protect on groove and have through hole, protect groove soffit and wearing plate is installed, wearing plate is detachably connected on and protects on groove, and wearing plate and protect to adopt between groove and be tightly connected.
2. raft plated construction according to claim 1, is characterized in that: described raft plate is built-in with reinforced frame, and reinforced frame is fixed in raft plate.
3. raft plated construction according to claim 1, is characterized in that: described horizontal drag-line and gripper shoe all adopt Steel material to make.
4. raft plated construction according to claim 1, is characterized in that: be also connected with steel plate for sealing water between described raft plate and horizontal drag-line.
5. raft plated construction according to claim 1, is characterized in that: be connected with cracking resistance stiffener between described gripper shoe and horizontal drag-line.
6. raft plated construction according to claim 1, is characterized in that: described cracking resistance stiffener is welded on the supporting plate by full weld mode.
CN201410528913.0A 2014-10-10 2014-10-10 Raft plated construction Active CN104328793B (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201410528913.0A CN104328793B (en) 2014-10-10 2014-10-10 Raft plated construction

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201410528913.0A CN104328793B (en) 2014-10-10 2014-10-10 Raft plated construction

Publications (2)

Publication Number Publication Date
CN104328793A true CN104328793A (en) 2015-02-04
CN104328793B CN104328793B (en) 2016-02-24

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Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN109267580A (en) * 2018-10-10 2019-01-25 四川理工学院 A kind of steel bar combined structure and casting method of concrete
CN115419109A (en) * 2022-10-19 2022-12-02 福建省顺安建筑工程有限公司 Basement post-cast strip structure and construction method thereof

Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN102660965A (en) * 2012-05-29 2012-09-12 上海建工集团股份有限公司 Construction method for post-pouring settlement belt with simply supported fully-enclosed plate retainer structure
CN203213163U (en) * 2013-04-23 2013-09-25 中建七局第二建筑有限公司 Template support structure for underground waterproof shear wall post-cast strip
JP2013221374A (en) * 2012-04-19 2013-10-28 Misawa Homes Co Ltd Form holder, heat insulating foundation for building, and construction method of heat insulating foundation for building
CN103590427A (en) * 2013-11-14 2014-02-19 苏州工业园区设计研究院股份有限公司 Foundation slab post-cast concrete strip structure
CN204238234U (en) * 2014-10-10 2015-04-01 成都聚智工业设计有限公司 Raft plated construction

Patent Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2013221374A (en) * 2012-04-19 2013-10-28 Misawa Homes Co Ltd Form holder, heat insulating foundation for building, and construction method of heat insulating foundation for building
CN102660965A (en) * 2012-05-29 2012-09-12 上海建工集团股份有限公司 Construction method for post-pouring settlement belt with simply supported fully-enclosed plate retainer structure
CN203213163U (en) * 2013-04-23 2013-09-25 中建七局第二建筑有限公司 Template support structure for underground waterproof shear wall post-cast strip
CN103590427A (en) * 2013-11-14 2014-02-19 苏州工业园区设计研究院股份有限公司 Foundation slab post-cast concrete strip structure
CN204238234U (en) * 2014-10-10 2015-04-01 成都聚智工业设计有限公司 Raft plated construction

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN109267580A (en) * 2018-10-10 2019-01-25 四川理工学院 A kind of steel bar combined structure and casting method of concrete
CN115419109A (en) * 2022-10-19 2022-12-02 福建省顺安建筑工程有限公司 Basement post-cast strip structure and construction method thereof
CN115419109B (en) * 2022-10-19 2023-08-25 福建省顺安建筑工程有限公司 Basement post-pouring belt structure and construction method thereof

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C06 Publication
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SE01 Entry into force of request for substantive examination
C41 Transfer of patent application or patent right or utility model
CB03 Change of inventor or designer information

Inventor after: Chen Mingyi

Inventor after: Zhou Yinhong

Inventor after: Jin Lilin

Inventor after: Chen Mengyao

Inventor before: Wen Guodong

COR Change of bibliographic data
TA01 Transfer of patent application right

Effective date of registration: 20160108

Address after: Pingyang County of Zhejiang province Wenzhou 325400 Kunyang Town, building 10, No. 42 West Street

Applicant after: Pingyang Ming Jin construction engineering corporation, Ltd

Address before: Jinjiang District Jinhua Road Chengdu City, Sichuan province 610000 section of No. 8 Building 1 11 unit 23 floor No. 2301

Applicant before: CHENGDU JUZHI INDUSTRIAL DESIGN CO., LTD.

C14 Grant of patent or utility model
GR01 Patent grant