CN102493595A - Cast-in-place concrete core column ring beam house manufactured by light composite board and assembling method - Google Patents
Cast-in-place concrete core column ring beam house manufactured by light composite board and assembling method Download PDFInfo
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- CN102493595A CN102493595A CN201110378893XA CN201110378893A CN102493595A CN 102493595 A CN102493595 A CN 102493595A CN 201110378893X A CN201110378893X A CN 201110378893XA CN 201110378893 A CN201110378893 A CN 201110378893A CN 102493595 A CN102493595 A CN 102493595A
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- light composite
- composite board
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- house
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Abstract
The invention discloses a light composite board which can overcome the defects in the prior art, a cast-in-place concrete core column ring beam house manufactured by the light composite board and an assembling method. In the light composite board manufacturing process, structural steels are arranged around a board to form a keel. Composite boards are aligned in a construction field, joints among boards are caulked and smeared by polymer mortar so as to form a sealed space on the junction of two boards by the structural steels, and a ring beam U-shaped slot faces upwards. On the construction site, polymer fine stone concrete is poured into the space to form a core column and a wall body so as to assemble the house. The system is stressed clearly and reasonably and can be calculated according to a steel tube concrete structure. The cast-in-place concrete core column ring beam house manufactured by the light composite board has the characteristics of light weight, high strength, earthquake and wind resistance, thermal insulation, heat protection, water and leakage resistance, varied decoration and the like and can be quickly installed.
Description
Technical field
The present invention relates to a kind of light composite board, use the house and the assembly method of this light composite board cast-in-situ concrete stem stem collar tie beam, can be widely used in one storey house.
Background technology
During at present one storey house is built, use clay solid brick or building-block, Heavy Weight, build consuming time.Manufacture process waste resource, and thermal and insulating performance is poor.Also have and use other composite board assembling to form body of wall, and then constitute the way in house.But the durability and the soundproof effect of above-mentioned sheet material are bad, sheet material junction easy to leak rainwater, and fireproof performance is poor, and supporting capacity is low, and a little less than the rigidity, shockproof wind loading rating is poor.
Summary of the invention
The present invention forms in view of the above problems, and its purpose is to provide a kind of light composite board that can overcome the prior art defective, uses the house and the assembly method of this plate cast-in-place concrete stem stem collar tie beam.
Light composite board of the present invention comprises: by the sandwich layer that light material sheet material is processed, it can adopt foam cement, granular polystyrene slurry, stalk mixed material etc.; Be separately positioned on two lip-deep cement sand beds of sandwich layer (containing glass cloth); And the shaped steel that is separately positioned on both sides.
In addition, said shaped steel can be C, L, U shaped steel, and said light composite board can be used as the wallboard in house, also can be used for roof panel.
The assembly method in the house of use light composite board cast-in-situ concrete stem stem collar tie beam of the present invention comprises the steps:
1) foundation construction; 2) unwrapping wire; 3) sheet material lifting, fixing, bar planting (the window upper plate is handled the stem stem position in advance); 4) the plate seam is handled (adopt polymer mortar, smear pressure with instrument); 5) water stem stem at twice; 6) open the purlin groove; 7) set up purlin; 8) top beam pouring; 9) roofing is installed; 10) hydropower installation; 11) foundation trench pouring; 12) door and window is installed and finishing.
When using light composite board cast-in-situ concrete stem stem collar tie beam assembling house, when the body of wall of assembling was exterior wall, the said material that is used to form stem stem was the polymer pea gravel concreten.When the body of wall of assembling was interior wall, the said material that is used to form stem stem was the polymer pea gravel concreten.
House of the present invention is the house that adopts said method to form.
The present invention has following beneficial effect:
1. the light material sheet material sandwich layer that uses of this composite plate should have combination property advantages such as lightweight, sound insulation, fire-resistant, waterproof, environmental protection and energy saving.
2. the house of being built has following advantage:
(1) adopts light composite board to replace bodies of wall such as building block as load bearing wall, build assembling type buildings, form concrete filled steel tube combination construction system, so high-strength light.Have good supporting capacity and self-supporting function, the life-span use can reach more than 50 years.
(2) sheet material is through batch production production, and in cast-in-place stem stem position, shaped steel is once accomplished with the making sheet process.During cast-in-place stem stem, need not an on-the-spot template, can shorten construction period.
(3) combining of light composite board precasting process and stem stem system, can have load-carrying members simultaneously concurrently and go along with sb. to guard him dual-use function.In the constructional column position, pouring stem stem, the stability of assurance structural system.Sheet-pile connects the cast-in-place stem stem of employing, has good antihunt action; This system stiffness is bigger, has superior wind suction prevention ability.Plate and plate link position, through cast-in-place stem stem, the plate seam is pasted the glass fiber reticular cloth sealing, solves the rain leakage problem.
(5) decoration is various: can the well bonding and combination with ornament materials.
(6) quick for installation: should " system " adopt pin-connected panel to install, sheet material can be followed closely, can saw, and saves the plenty of time.
(7) this plate can be used as roof panel and uses, and substitutes color steel watt etc., has solved the roof heat insulation heat-insulating problem, good endurance.
Description of drawings
Fig. 1 is the light composite board yi word pattern connection of expression with one embodiment of the invention, and cast-in-place stem stem is assembled into the sectional view of body of wall.
Fig. 2 is the light composite board T font connection of expression with one embodiment of the invention, and cast-in-place stem stem is assembled into the sectional view of body of wall.
Fig. 3 is the light composite board L font connection of expression with one embodiment of the invention, and cast-in-place stem stem is assembled into the sectional view of body of wall.
Fig. 4 representes the light composite board of one embodiment of the invention is connected with collar tie beam, and cast-in-place polymer pea gravel concreten is assembled into the sectional view of body of wall.
Fig. 5 representes the light composite board of one embodiment of the invention is connected with outer wall foundation, and cast-in-place polymer pea gravel concreten is assembled into the sectional view of body of wall.
Description of reference numerals
1 mortar surface layer and alkaline-resisting glass cloth 2C shaped steel 3U shaped steel 4 stem stems 5 light material 6L shaped steel
7 roof purlines
The specific embodiment
Below, be described with reference to the accompanying drawings the house and the assembly method of use light composite board cast-in-situ concrete stem stem collar tie beam of the present invention.
At first combine Fig. 1 to introduce the assembly method in the house of use light composite board cast-in-situ concrete stem stem collar tie beam.Two light composite board yi word patterns are connected, and the C shaped steel 2 of two light composite board subtend one sides constitutes an enclosure space.Wipe off with the polymer mortar filleting at plate seam place, treats that intensity reaches necessarily, and perfusion is used to form the material of stem stem 4 in this space, constitutes the concrete filled steel tube of body of wall.Thereby, two light composite boards are constituted body of wall; When the body of wall of being assembled is exterior wall, perfusion polymer pea gravel concreten or heat insulating material.When the body of wall of assembling is interior wall, perfusion polymer pea gravel concreten.
In conjunction with Fig. 2 introduction light composite board T font is connected, and cast-in-place stem stem is assembled into the situation of body of wall.There is the light composite board of C shaped steel steel plate to become the butt joint of T font with one two light composite boards that L shaped steel 6 arranged, forms an enclosure space.Plate seam place uses the polymer mortar filleting, treats that intensity reaches necessarily, in this space, irritates the material that is used to form stem stem 4, constitutes the concrete filled steel tube of body of wall.Thereby form T font body of wall.
In conjunction with Fig. 3 introduction light composite board is connected to the L font, and cast-in-place stem stem is assembled into the situation of body of wall.At first two light composite boards are connected into the L font, the C shaped steel 2 that is respectively formed at two light composite board both sides constitutes an enclosure space.Wipe off with the polymer mortar filleting at plate seam place, treats that intensity reaches necessarily, in this space, irritates the material that is used to form stem stem 4, constitutes the concrete filled steel tube of body of wall.Thereby, constitute L font body of wall by two light composite boards.
Introduce light composite board in conjunction with Fig. 4 and be connected, and pouring polymer pea gravel concreten forms firm body of wall situation with collar tie beam.U shaped steel mouth is embedded the mounted 2 inside and outside wall boards upper end of having up, and pouring polymer pea gravel concretens in the U shaped steel 3 play the stabilization between wallboard after reaching certain intensity.Simultaneously, reserve the purlin groove in advance at collar tie beam and install 7, carry out and the combining of roofing according to design.
Introduce light composite board in conjunction with Fig. 5 and be connected, and build the polymer pea gravel concreten and form fixedly body of wall situation with outer wall foundation.At first ground is buried pipeline (water pipe) underground in advance by the preset foundation trench of projected depth, and carries out formwork, ties up muscle.Wallboard is put to foundation trench, the bar planting of necessary position, vertical check and correction, the back is fixed with interim jig, in foundation trench, builds the polymer pea gravel concreten again, forms fixedly body of wall.
Below, the technological process and the key points for operation of the assembly method in the house of introduction use light composite board cast-in-situ concrete stem stem collar tie beam.
1) foundation construction
2) unwrapping wire
3) sheet material lifting, fixing, bar planting (the window upper plate is handled the stem stem position in advance)
4) the plate seam is handled (adopt polymer mortar, smear pressure with instrument)
5) water stem stem at twice
6) open the purlin groove
7) set up purlin
8) top beam pouring
9) roofing is installed
10) hydropower installation
11) foundation trench pouring
12) door and window is installed and finishing
When the assembling house, should note following item:
1. member should be carried out following preparation before installing:
(1) inspection member model, quantity and presentation quality etc.;
(2) by designing requirement inspection bottom collar tie beam upper surface built-in fitting and connector;
(3) deviation of preparatory matter composite plate assembled house member installation should meet relevant regulations.
2. after plate seam mortar must reach certain intensity, can build the stem stem concrete.During the stem stem placing of concrete, need careful tamping, measure the required amount of concrete of single stem stem simultaneously, with this foundation as other stem stem concrete amount.
Light composite board of the present invention should have combination property characteristics such as lightweight, sound insulation, fire-resistant, waterproof, environmental protection and energy saving.Simple installation is quick, reduces construction cost, also can reduce maintenance cost, lay the foundation for integrated engineering is delivered for use in advance, but investor's utmost point is early received benefit.
Claims (9)
1. light composite board, it comprises the sandwich layer processed by light material sheet material, is separately positioned on cement sand bed on two surfaces of sandwich layer, it is characterized in that, around be respectively equipped with shaped steel.
2. according to the said light composite board of claim 1, it is characterized in that said shaped steel is C, L, U shaped steel.
3. according to claim 1 or 2 said light composite boards, it is characterized in that this light composite board can be used as the inside and outside wallboard in house.
4. according to claim 1 or 2 said light composite boards, it is characterized in that this light composite board can be used as the roof panel in house.
5. an assembly method of using the house of claim 1 or 2 said light composite board cast-in-situ concrete stem stem collar tie beams is characterized in that, comprises the steps:
1) foundation construction
2) unwrapping wire
3) sheet material lifting, fixing, bar planting
4) the plate seam is handled, and adopts polymer mortar, smears pressure with instrument
5) water stem stem at twice
6) open the purlin groove
7) set up purlin
8) top beam pouring
9) roofing is installed
10) hydropower installation
11) foundation trench pouring
12) door and window is installed and finishing
6. according to the said method of claim 5, it is characterized in that when the body of wall of assembling was exterior wall, the said material that is used to form stem stem was the polymer pea gravel concreten.
7. according to the said method of claim 5, it is characterized in that when the body of wall of assembling was interior wall, the said material that is used to form stem stem was the polymer pea gravel concreten.
8. house that uses the said method of claim 5 to set up.
9. said according to Claim 8 house is characterized in that the material that is used to form stem stem is the polymer pea gravel concreten.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201110378893XA CN102493595A (en) | 2011-11-25 | 2011-11-25 | Cast-in-place concrete core column ring beam house manufactured by light composite board and assembling method |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201110378893XA CN102493595A (en) | 2011-11-25 | 2011-11-25 | Cast-in-place concrete core column ring beam house manufactured by light composite board and assembling method |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN102493595A true CN102493595A (en) | 2012-06-13 |
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| Application Number | Title | Priority Date | Filing Date |
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| CN201110378893XA Pending CN102493595A (en) | 2011-11-25 | 2011-11-25 | Cast-in-place concrete core column ring beam house manufactured by light composite board and assembling method |
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Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104652604A (en) * | 2015-01-12 | 2015-05-27 | 樊志 | Assembly type green building system and construction method |
| CN106013519A (en) * | 2015-12-25 | 2016-10-12 | 山东农业大学 | Straw concrete wall system in fabricated mixed structure and manufacturing method thereof |
| CN109996925A (en) * | 2017-10-30 | 2019-07-09 | 三星物产株式会社 | High-damping RC lattice girder and bottom structure with high-damping RC lattice girder |
Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US3971180A (en) * | 1974-10-25 | 1976-07-27 | Frederick Charles V | Wall structure |
| JPH0598703A (en) * | 1991-10-02 | 1993-04-20 | Shimizu Corp | Multilayer rc core wall structure and construction method thereof |
| CN201280769Y (en) * | 2008-08-01 | 2009-07-29 | 王炳申 | Module construction module having mould-carrying function |
| CN201485994U (en) * | 2009-08-11 | 2010-05-26 | 华侨大学 | Novel energy-saving composite load bearing wall body |
| CN102094491A (en) * | 2010-12-15 | 2011-06-15 | 张建兴 | Novel corner constructional column with building block-concrete structure |
| CN201908374U (en) * | 2010-12-17 | 2011-07-27 | 张建兴 | Novel building wall with mixed-building structure |
-
2011
- 2011-11-25 CN CN201110378893XA patent/CN102493595A/en active Pending
Patent Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US3971180A (en) * | 1974-10-25 | 1976-07-27 | Frederick Charles V | Wall structure |
| JPH0598703A (en) * | 1991-10-02 | 1993-04-20 | Shimizu Corp | Multilayer rc core wall structure and construction method thereof |
| CN201280769Y (en) * | 2008-08-01 | 2009-07-29 | 王炳申 | Module construction module having mould-carrying function |
| CN201485994U (en) * | 2009-08-11 | 2010-05-26 | 华侨大学 | Novel energy-saving composite load bearing wall body |
| CN102094491A (en) * | 2010-12-15 | 2011-06-15 | 张建兴 | Novel corner constructional column with building block-concrete structure |
| CN201908374U (en) * | 2010-12-17 | 2011-07-27 | 张建兴 | Novel building wall with mixed-building structure |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104652604A (en) * | 2015-01-12 | 2015-05-27 | 樊志 | Assembly type green building system and construction method |
| CN106013519A (en) * | 2015-12-25 | 2016-10-12 | 山东农业大学 | Straw concrete wall system in fabricated mixed structure and manufacturing method thereof |
| CN109996925A (en) * | 2017-10-30 | 2019-07-09 | 三星物产株式会社 | High-damping RC lattice girder and bottom structure with high-damping RC lattice girder |
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Application publication date: 20120613 |