CN105625451A - Linear foundation formed by concrete slab pouring for separate houses - Google Patents

Linear foundation formed by concrete slab pouring for separate houses Download PDF

Info

Publication number
CN105625451A
CN105625451A CN201610118730.0A CN201610118730A CN105625451A CN 105625451 A CN105625451 A CN 105625451A CN 201610118730 A CN201610118730 A CN 201610118730A CN 105625451 A CN105625451 A CN 105625451A
Authority
CN
China
Prior art keywords
plate
baffle
concrete slab
card
standard
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
Application number
CN201610118730.0A
Other languages
Chinese (zh)
Other versions
CN105625451B (en
Inventor
张延年
汪青杰
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.)
YUNNAN CHENGTOU ZHONGHE CONSTRUCTION GROUP Co.,Ltd.
Original Assignee
Shenyang Jianzhu University
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 Shenyang Jianzhu University filed Critical Shenyang Jianzhu University
Priority to CN201610118730.0A priority Critical patent/CN105625451B/en
Publication of CN105625451A publication Critical patent/CN105625451A/en
Application granted granted Critical
Publication of CN105625451B publication Critical patent/CN105625451B/en
Active legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Classifications

    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02DFOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D27/00Foundations as substructures

Landscapes

  • 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)
  • Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)

Abstract

The invention discloses a linear foundation formed by concrete slab pouring for separate houses and belongs to the technical field of formworks of building foundation pouring. The foundation comprises a formwork, post-poured concrete, longitudinal bars and stirrups; theformwork is composed of a plurality of standard plates and an end sealing plate, the standard plates are arranged in two rows, the two rows of standard plates are oppositely placed in parallel, the side ends of every two adjacent standard plates of each row are connected, and the ends of the two rows of standard plates are connected to the end sealing plate; the longitudinal bars and the stirrups are arranged in the formwork; the interior of the formworkisfilled with the post-poured concrete. According to the linear foundation, the formwork does not need to be removed and ishigh in strength, small in material consumption and low in manufacturing cost, the binding performance is good, the integrality is good, transportation and construction are convenient and fast, the constructing efficiency is improved, the construction period is shortened, and the project cost is lowered.

Description

Independent house one font basis built by a kind of concrete slab
Technical field
The invention belongs to the mould plate technique field that building foundation is built, it is specifically related to a kind of concrete slab and builds independent house one font basis.
Background technology
At present, a large amount of independent house reduces the quality on basis due to the cost issues on basis, often causes serious consequence, therefore develops the basis being suitable for villages and small towns independence house and is necessary; Existing independent house foundation need form removal, intensity low, use that material ratio is more, globality is not good, causes manufacturing cost height, transport and construction are inconvenient, build efficiency comparison by laying bricks or stones low, long construction period, construction costs height simultaneously.
Summary of the invention
For the deficiencies in the prior art, the present invention proposes a kind of concrete slab and builds independent house one font basis, exempts from form removal, intensity height to reach, reduce costs and improves the object building efficiency by laying bricks or stones.
An independent house one font basis built by concrete slab, and this basis comprises template, rear pouring concrete, vertical muscle and stirrup;
Described template is made up of some standard plates and end-blocking plate; Described some standard plates are lined up two rows and are arranged, and two row's standard plates are parallel staggered relatively, and the side end of the adjacent modular plate often arranged is connected, and the end of two row's standard plates is all connected with end-blocking plate; Be laid with vertical muscle and stirrup in template inside, described template is inner fills completely by rear pouring concrete;
Described standard plate comprises baffle plate, multiple support bar and multiple stiffening plate; One end of described baffle plate is provided with card groove, and the other end is provided with the card pin for sticking into card groove; The bottom of described baffle inner surface is provided with multiple support bar, and the baffle inner surface between adjacent supports bar is provided with stiffening plate, and the both sides of stiffening plate are connected with support bar respectively.
Described end-blocking plate comprises end baffle, strengthens overall base plate and strengthening rib; The internal surface of described end baffle is provided with two for blocking the end card groove of standard plate card pin, end baffle internal surface between two end card grooves is provided with two strengthening rib, end baffle internal surface between two strengthening rib is provided with strengthens overall base plate, and the both sides strengthening overall base plate are connected with strengthening rib respectively.
The shape on this described basis is a font.
The card pin of two described row's standard plates is arranged on same one end.
The notch diameter of described card groove is less than the thickness of baffle plate.
Described card groove, card sell all equal with the height of baffle plate.
The height of described support bar is 1.2��1.5 times of stiffening plate height.
The advantage of the present invention:
The present invention provides a kind of concrete slab to build independent house one font basis, exempt from form removal, intensity height, use material ratio is less, manufacturing cost is low, there is good bonding properties, good integrity, based decomposition can either be transported, also an entirety can be first made into, transporting with entirety, transport and construction are all convenient and swift, it is to increase build efficiency by laying bricks or stones, shorten the duration, thus reduce the cost of engineering; Concrete pit have with after the same intensity of the concrete that waters, there is good bonding properties, good integrity.
Accompanying drawing explanation
Fig. 1 is the structural representation that the template on independent house one font basis built by the concrete slab of an embodiment of the present invention;
Fig. 2 is the front view of the standard plate of an embodiment of the present invention;
Fig. 3 is the vertical view of the standard plate of an embodiment of the present invention;
Fig. 4 is the right view of the standard plate of an embodiment of the present invention;
Fig. 5 is the vertical view of another row's standard plate of an embodiment of the present invention;
Fig. 6 is the vertical view of the end-blocking plate of an embodiment of the present invention;
Fig. 7 is the left view of the end-blocking plate of an embodiment of the present invention;
Fig. 8 is the cross sectional representation that independent house one font basis built by the concrete slab of an embodiment of the present invention;
In figure, 1 is standard plate, and 1.1 is baffle plate, 1.2 is support bar, and 1.3 is stiffening plate, and 1.4 is card pin, 1.5 is card groove, and 1.6 for strengthening flush end, and 2 is end-blocking plate, 2.1 is end baffle, and 2.2 is end card groove, and 2.3 for strengthening limit rib, 2.4 for strengthening overall base plate, and 2.5 is strengthening rib, and 3 is rear pouring concrete, 4 is vertical muscle, and 5 is stirrup.
Embodiment
Below in conjunction with accompanying drawing, an embodiment of the present invention is described further.
In the embodiment of the present invention, independent house one font basis built by a kind of concrete slab, and this basis comprises template, rear pouring concrete 3, vertical muscle 4 and stirrup 5;
In the embodiment of the present invention, described template is made up of some standard plates 1 and end-blocking plate 2; Described some standard plates 1 are lined up two rows and are arranged, in two row's standard plates 1, the standard plate 1 of each correspondence is parallel staggered relatively, the side end of the adjacent modular plate 1 often arranged is connected, the end, side of two row's standard plates 1 is all connected with end-blocking plate 2, the structural representation of template is as shown in Figure 1, be laid with multiple vertical muscle 4 and stirrup 5 in template inside, described template is inner fills completely by rear pouring concrete 3; The shape on this basis is a font;
In the embodiment of the present invention, as shown in Figure 2 to 4, each standard plate 1 described comprises baffle plate 1.1, multiple support bar 1.2 and multiple stiffening plate 1.3; One end of described baffle plate 1.1 is provided with the card groove 1.5 of circular arc, and the other end is provided with the card pin 1.4 of the circular arc for sticking into card groove 1.5; The bottom of described baffle plate 1.1 internal surface is provided with multiple support bar 1.2, and baffle plate 1.1 internal surface between adjacent supports bar 1.2 is provided with stiffening plate 1.3, and the both sides of stiffening plate 1.3 are connected with support bar 1.2 respectively;
In the embodiment of the present invention, described support bar 1.2 and stiffening plate 1.3 are all horizontally disposed; Baffle plate 1.1, support bar 1.2 are all concordant with the bottom surface of stiffening plate 1.3;
In the embodiment of the present invention, the notch diameter of described card groove 1.5 and the diameter of card pin 1.4 are all less than the thickness of baffle plate 1.1, the baffle plate 1.1 at card groove 1.5 two ends is formed and strengthens flush end 1.6, it is to increase the stability connected between standard plate 1;
In the embodiment of the present invention, the quantity of setting support bar 1.2 is 2��8, and the height of stiffening plate 1.3 is 15mm��30mm, and the height of support bar 1.2 is 1.2��1.5 times of stiffening plate 1.3 height; The length of support bar 1.2 and the thickness sum L of baffle plate 1.12For the length L of end-blocking plate 203/1sts to five/2nd, the thickness of stiffening plate 1.3 and the thickness sum L of baffle plate 1.11For the length L of end-blocking plate 201/1st to three/4th;
In the embodiment of the present invention, as shown in Figure 1, the card pin 1.4 of the two parallel standard plates 1 staggered relatively of row is arranged on same one end, and the vertical view of each standard plate 1 of another row is as shown in Figure 5;
In the embodiment of the present invention, as shown in Fig. 6��Fig. 7, described end-blocking plate 2 comprises end baffle 2.1, strengthens overall base plate 2.4 and strengthening rib 2.5; The internal surface at the close two ends of described end baffle 2.1 is respectively arranged with the end card groove 2.2 of the circular arc for blocking card pin 1.4, make to be formed between end card groove 2.2 and the side end of end baffle 2.1 to strengthen limit rib 2.3, it is to increase the stability being connected between end-blocking plate 2 with standard plate 1; End baffle 2.1 internal surface between two end card grooves 2.2 is provided with two strengthening rib 2.5, end baffle 2.1 internal surface between two strengthening rib 2.5 is provided with strengthens overall base plate 2.4, and the both sides strengthening overall base plate 2.4 are connected with strengthening rib 2.5 respectively;
In the embodiment of the present invention, the height of described card groove 1.5, card pin 1.4, end card groove 2.2, baffle plate 1.1, end baffle 2.1 is all equal;
Length L in the embodiment of the present invention, between the strengthening rib 2.5 in outside and this side, side end of end baffle 2.16For 50mm��100mm; Length L between the support bar 1.2 in the outside of standard plate 1 and this side, side end of baffle plate 1.13Than the length of strengthening rib 2.5 and the thickness sum L of end baffle 2.15Long 50mm��100mm; Strengthen the overall thickness of base plate 2.4 and the thickness sum L of end baffle 2.14For the length of strengthening rib 2.5 and the thickness sum L of end baffle 2.152/1 to three/2nds;
In the embodiment of the present invention, as shown in Figure 8, the card pin 1.4 often arranging standard plate 1 is sticked into the card groove 1.5 of adjacent standard plate 1, the card pin 1.4 of two standard plates 1 of two row standard plate 1 ends is sticked into respectively in two end card grooves 2.2 of end-blocking plate 2, form the template on this basis, at template interior parallel, 4 vertical muscle 4 are set in standard plate 1 end edge direction, it is being perpendicular to the direction of vertical muscle 4, spacing distance according to actual demand arranges stirrup 5, and vertical muscle 4 waled by stirrup 5, and build rear pouring concrete 3 and carry out embedding solid.

Claims (7)

1. independent house one font basis built by a concrete slab, it is characterised in that: this basis comprises template, rear pouring concrete, vertical muscle and stirrup;
Described template is made up of some standard plates and end-blocking plate; Described some standard plates are lined up two rows and are arranged, and two row's standard plates are parallel staggered relatively, and the side end of the adjacent modular plate often arranged is connected, and the end of two row's standard plates is all connected with end-blocking plate; Be laid with vertical muscle and stirrup in template inside, described template is inner fills completely by rear pouring concrete;
Described standard plate comprises baffle plate, multiple support bar and multiple stiffening plate; One end of described baffle plate is provided with card groove, and the other end is provided with the card pin for sticking into card groove; The bottom of described baffle inner surface is provided with multiple support bar, and the baffle inner surface between adjacent supports bar is provided with stiffening plate, and the both sides of stiffening plate are connected with support bar respectively.
2. independent house one font basis built by concrete slab according to claim 1, it is characterised in that: described end-blocking plate comprises end baffle, strengthens overall base plate and strengthening rib; The internal surface of described end baffle is provided with two for blocking the end card groove of standard plate card pin, end baffle internal surface between two end card grooves is provided with two strengthening rib, end baffle internal surface between two strengthening rib is provided with strengthens overall base plate, and the both sides strengthening overall base plate are connected with strengthening rib respectively.
3. independent house one font basis built by concrete slab according to claim 1, it is characterised in that: the shape on this described basis is a font.
4. independent house one font basis built by concrete slab according to claim 1, it is characterised in that: the card pin of two described row's standard plates is arranged on same one end.
5. independent house one font basis built by concrete slab according to claim 1, it is characterised in that: the notch diameter of described card groove is less than the thickness of baffle plate.
6. independent house one font basis built by concrete slab according to claim 1, it is characterised in that: described card groove, card sell all equal with the height of baffle plate.
7. independent house one font basis built by concrete slab according to claim 1, it is characterised in that: the height of described support bar is 1.2��1.5 times of stiffening plate height.
CN201610118730.0A 2016-03-01 2016-03-01 A kind of concrete slab pours separate house in-line basis Active CN105625451B (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201610118730.0A CN105625451B (en) 2016-03-01 2016-03-01 A kind of concrete slab pours separate house in-line basis

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201610118730.0A CN105625451B (en) 2016-03-01 2016-03-01 A kind of concrete slab pours separate house in-line basis

Publications (2)

Publication Number Publication Date
CN105625451A true CN105625451A (en) 2016-06-01
CN105625451B CN105625451B (en) 2017-07-11

Family

ID=56040761

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201610118730.0A Active CN105625451B (en) 2016-03-01 2016-03-01 A kind of concrete slab pours separate house in-line basis

Country Status (1)

Country Link
CN (1) CN105625451B (en)

Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH0949236A (en) * 1995-08-04 1997-02-18 Kazuhiko Yamazaki Method for constructing foundation of reinforced concrete building
JP2013159929A (en) * 2012-02-02 2013-08-19 Eiwa Kensetsu Kogyo Co Ltd Building foundation construction method and raised block for use in the same
CN203229965U (en) * 2013-04-27 2013-10-09 国家电网公司 10 kV box-type substation basic standard module
CN103422672A (en) * 2013-08-29 2013-12-04 杜新智 Construction method for reinforced concrete prefabricated house
CN205399450U (en) * 2016-03-01 2016-07-27 沈阳建筑大学 Concrete slab pours separate house in -line basis

Patent Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH0949236A (en) * 1995-08-04 1997-02-18 Kazuhiko Yamazaki Method for constructing foundation of reinforced concrete building
JP2013159929A (en) * 2012-02-02 2013-08-19 Eiwa Kensetsu Kogyo Co Ltd Building foundation construction method and raised block for use in the same
CN203229965U (en) * 2013-04-27 2013-10-09 国家电网公司 10 kV box-type substation basic standard module
CN103422672A (en) * 2013-08-29 2013-12-04 杜新智 Construction method for reinforced concrete prefabricated house
CN205399450U (en) * 2016-03-01 2016-07-27 沈阳建筑大学 Concrete slab pours separate house in -line basis

Also Published As

Publication number Publication date
CN105625451B (en) 2017-07-11

Similar Documents

Publication Publication Date Title
US10066404B2 (en) Method and apparatus for forming a formwork for a concrete slab
CN204435638U (en) A kind of hollow laminated floor slab
US8973322B2 (en) Masonry units and structures formed therefrom
CN109262811B (en) Quick-splicing combined prefabricated composite floor slab die
CN210282675U (en) Concrete prefabricated member forming die
KR100961795B1 (en) Mold type Block
CN105625451A (en) Linear foundation formed by concrete slab pouring for separate houses
CN205399450U (en) Concrete slab pours separate house in -line basis
CN103352469B (en) A kind ofly to break the construction method of cross-section slope cushion layer and structure for super large
CN205399455U (en) Concrete slab pours separate house T shape basis
CN104110131A (en) Hollow concrete shuttering of constructional wall column
CN204983382U (en) Prefabricated hollow slab
CN205387714U (en) Concrete slab pours separate house cross basis
CN105625455A (en) Concrete slab poured L-shaped foundation for detached house
CN210216887U (en) Lightweight high-strength aerated concrete block
CN101476359A (en) Wall built by up-and-down bulged building blocks
CN205153269U (en) Rack that hollow core slab used
CN105735333A (en) Concrete slab pouring separate house T-shaped foundation
CN105625458A (en) Concrete-slab-poured cross-shaped foundation of separate house
CN102975943B (en) Rubber mat device used for storing and transporting preformed units
CN103526879A (en) Concrete prefabricated part
CN212405725U (en) Prefabricated cement mortar board moulding bed and cement mortar pressure composite board thereof
CN206091037U (en) A concrete module and prevent wind wall body for building prevent wind wall body
CN201962942U (en) A kind of template system of forming by light material module and prefabricated truss
CN210395736U (en) Porous brick structure

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: 20200703

Address after: 5 / F, 7 / F, 8 / F, block a, Rongcheng Jinjie Plaza, 869 Civil Aviation Road, Guandu District, Kunming City, Yunnan Province

Patentee after: YUNNAN CHENGTOU ZHONGHE CONSTRUCTION GROUP Co.,Ltd.

Address before: 110168 Liaoning province Shenyang Hunnan Hunnan Road No. 9

Patentee before: SHENYANG JIANZHU University