CN105275114A - Prefabricated plate connecting floor construction method and structure - Google Patents

Prefabricated plate connecting floor construction method and structure Download PDF

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Publication number
CN105275114A
CN105275114A CN201410516828.2A CN201410516828A CN105275114A CN 105275114 A CN105275114 A CN 105275114A CN 201410516828 A CN201410516828 A CN 201410516828A CN 105275114 A CN105275114 A CN 105275114A
Authority
CN
China
Prior art keywords
precast plate
floor
groove
mortar
connects
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.)
Pending
Application number
CN201410516828.2A
Other languages
Chinese (zh)
Inventor
王加鑫
杨广海
杨波
蹇睿
宗志恒
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Third Construction Engineering Co Ltd Of China Construction No4 Engineering Bureau
Original Assignee
Third Construction Engineering Co Ltd Of China Construction No4 Engineering Bureau
Priority date (The priority date 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 date listed.)
Filing date
Publication date
Application filed by Third Construction Engineering Co Ltd Of China Construction No4 Engineering Bureau filed Critical Third Construction Engineering Co Ltd Of China Construction No4 Engineering Bureau
Priority to CN201410516828.2A priority Critical patent/CN105275114A/en
Publication of CN105275114A publication Critical patent/CN105275114A/en
Pending legal-status Critical Current

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Abstract

The invention discloses a prefabricated plate connecting floor construction method and structure; the method arranges grooves on side faces of the floor in advance when a concrete floor is poured; the prefabricated plates are placed on the grooves when being mounted; the contact area between the groove and the prefabricated plate is filled by mortar, so the Prefabricated plate can be directly positioned on the floor with stable connection. The method and structure use the grooves to fix the prefabricated plates; connecting mortar can bond the floor with the prefabricated plates through surrounding slopes. A conventional method uses the mortar to fill the wall foot bottom of the building body, uses the bottom mortar to bear the prefabricated plate, so nonuniform settlement can easily happen, thus causing mortar cracks; the novel method can solve the said problems, and is simple in technology, and low in cost.

Description

A kind of precast plate connects construction method and the structure of floor
Technical field
The present invention relates to construction method and structure that kind of precast plate connects floor, belong to technical field of building construction.
Background technology
The popularization of precast plate with use since, occur that maximum common fault is exactly the cracking connecting mortar, and occur that one of reason that mortar ftractures is the uneven sedimentation of precast plate.
Summary of the invention
The object of the invention is: the construction method providing a kind of precast plate to connect floor and structure, precast plate is directly seated on floor, makes itself and structure form entirety, reduce or avoid occurring cracking because of the differential settlement of wallboard,, thus overcome the deficiencies in the prior art.
Technical scheme of the present invention
A kind of precast plate connects the construction method of floor, when concreting floor, in advance groove is set in floor side, when precast plate is installed, precast plate is placed on groove, around groove contacts with precast plate, fill up mortar, make precast plate directly be seated in stable connection on floor.
Aforesaid precast plate connects in the construction method of floor, and the degree of depth of groove is the 1/6-1/10 of precast plate length, the headroom size 10-30mm less of precast plate size of groove.
Aforesaid precast plate connects in the construction method of floor, and described groove is the cone structure that outer imperial palace is little.
Precast plate connects a constructing structure for floor, comprises floor, arranges groove in floor side, and precast plate termination is inserted in groove, between precast plate and groove, fill mortar.
Aforesaid precast plate connects in the constructing structure of floor, and the degree of depth of groove is the 1/6-1/10 of precast plate length, the headroom size 10-30mm less of precast plate size of groove.
Aforesaid precast plate connects in the constructing structure of floor, and described groove is the cone structure that outer imperial palace is little, facilitates the installation of precast plate.
Owing to adopting technique scheme, compared with prior art, the present invention fixes precast plate by arranging groove, connect mortar and come bonding floor and precast plate by around inclined-plane, cancel used mortar to fill up in original technology in the past bottom the foot of a wall of building body, by the easy uneven sedimentation of bottom mortar carrying precast plate, caused this mortar to ftracture, construction technology of the present invention is simple, with low cost.
Accompanying drawing explanation
Accompanying drawing 1 is plane structure schematic diagram of the present invention;
Accompanying drawing 2 is the facade structures schematic diagram of Fig. 1.
Detailed description of the invention
Below in conjunction with accompanying drawing, the present invention is described in further detail, but not as any limitation of the invention.
Embodiments of the invention: a kind of precast plate connects the construction method of floor, when concreting floor, in advance groove is set in floor side, when precast plate is installed, precast plate is placed on groove, around groove contacts with precast plate, fill up mortar, make precast plate directly be seated in stable connection on floor, the degree of depth of this groove is the 1/6-1/10 of precast plate length, the headroom size 10-30mm less of precast plate size of groove, this groove is the cone structure that outer imperial palace is little.
According to the constructing structure of a kind of precast plate connection floor that said method is enough formed, as shown in drawings, comprise floor 1, arrange groove 2 in floor 1 side, precast plate 3 termination is inserted in groove 2, fills mortar 4 between precast plate 3 and groove 2.
The degree of depth of its further groove 2 is the 1/6-1/10 of precast plate length, the headroom size 10-30mm less of precast plate size of groove 2, and this size can ensure that precast plate 3 to be directly seated on floor 1 and to keep intensity.
The cross section of this groove 2 is up big and down small isosceles trapezoidal structure, has both facilitated precast plate 3 termination to place in groove 2, and can ensure again the stability of precast plate in groove 2.

Claims (6)

1. the construction method of a precast plate connection floor, it is characterized in that: when concreting floor, in advance groove is set in floor side, when precast plate is installed, precast plate is placed on groove, around groove contacts with precast plate, fill up mortar, make precast plate directly be seated in stable connection on floor.
2. precast plate according to claim 1 connects the construction method of floor, it is characterized in that: the degree of depth of groove is the 1/6-1/10 of precast plate length, the headroom size 10-30mm less of precast plate size of groove.
3. precast plate according to claim 1 connects the construction method of floor, it is characterized in that: described groove is the cone structure that outer imperial palace is little.
4. precast plate connects a constructing structure for floor, comprises floor (1), it is characterized in that: arrange groove (2) in floor (1) side, and precast plate (3) termination is inserted in groove (2), fills mortar (4) between precast plate (3) and groove (2).
5. precast plate according to claim 4 connects the constructing structure of floor, it is characterized in that: the degree of depth of groove (2) is the 1/6-1/10 of precast plate length, the headroom size 10-30mm less of precast plate size of groove (2).
6. precast plate according to claim 4 connects the constructing structure of floor, it is characterized in that: described groove (2) is the little cone structure of outer imperial palace.
CN201410516828.2A 2014-09-30 2014-09-30 Prefabricated plate connecting floor construction method and structure Pending CN105275114A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201410516828.2A CN105275114A (en) 2014-09-30 2014-09-30 Prefabricated plate connecting floor construction method and structure

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201410516828.2A CN105275114A (en) 2014-09-30 2014-09-30 Prefabricated plate connecting floor construction method and structure

Publications (1)

Publication Number Publication Date
CN105275114A true CN105275114A (en) 2016-01-27

Family

ID=55144866

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201410516828.2A Pending CN105275114A (en) 2014-09-30 2014-09-30 Prefabricated plate connecting floor construction method and structure

Country Status (1)

Country Link
CN (1) CN105275114A (en)

Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH1046706A (en) * 1996-08-01 1998-02-17 Naoyuki Nishimura Panel anchoring structure and anchoring method therefor regarding building structure made of concrete wall panel
CN101812848A (en) * 2009-02-23 2010-08-25 贵阳铝镁设计研究院 Anticorrosion insulated frame type equipment foundation
CN103015572A (en) * 2013-01-06 2013-04-03 河南天丰节能板材科技股份有限公司 Connecting method for wall body and floor slab and special connecting structure as well as quick-assembled house
CN203640053U (en) * 2013-11-13 2014-06-11 钱志双 Connecting structure for wallboard, floor slab and beam
CN204081147U (en) * 2014-09-30 2015-01-07 中建四局第三建筑工程有限公司 A kind of precast plate connects the constructing structure of floor

Patent Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH1046706A (en) * 1996-08-01 1998-02-17 Naoyuki Nishimura Panel anchoring structure and anchoring method therefor regarding building structure made of concrete wall panel
CN101812848A (en) * 2009-02-23 2010-08-25 贵阳铝镁设计研究院 Anticorrosion insulated frame type equipment foundation
CN103015572A (en) * 2013-01-06 2013-04-03 河南天丰节能板材科技股份有限公司 Connecting method for wall body and floor slab and special connecting structure as well as quick-assembled house
CN203640053U (en) * 2013-11-13 2014-06-11 钱志双 Connecting structure for wallboard, floor slab and beam
CN204081147U (en) * 2014-09-30 2015-01-07 中建四局第三建筑工程有限公司 A kind of precast plate connects the constructing structure of floor

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Application publication date: 20160127

RJ01 Rejection of invention patent application after publication