阅读说明：本技术 一种在软土地基上构建道路的施工结构 (Construction structure for constructing road on soft soil foundation ) 是由 庄明斌 庄泽川 庄利标 于 2019-10-08 设计创作，主要内容包括：本发明涉及一种在软土地基上构建道路的施工结构,包括依次铺设在软土层上方的碎石层、混凝土层,还包括若干打入软土层中的纵向松木桩,松木桩分列于延路面长度方向的两侧；纵向松木桩的上端贯穿碎石层并埋设于混凝土层内,混凝土内埋设有与纵向松木桩连接的钢筋结构。通过上述设置,当混凝土层上方承载行人、车辆等重物时,通过钢筋结构提高了混凝土层的抗弯能力,并且混凝土层和钢筋结构与纵向松木桩支撑锚固连接,从而路面下方的软土地基局部沉降时,局部沉降位置四周的碎石层承受混凝土层的压力荷载,两侧的纵向松木桩承受混凝土层两侧的拉应力荷载,从而使混凝土层不容易坍陷或断裂,从而保护了道路上的行人生命财产安全。(The invention relates to a construction structure for constructing a road on a soft soil foundation, which comprises a gravel layer and a concrete layer which are sequentially paved above a soft soil layer, and also comprises a plurality of longitudinal pine piles which are driven into the soft soil layer, wherein the pine piles are respectively arranged on two sides of the length direction of an extended road surface; the upper end of the longitudinal pine pile penetrates through the gravel layer and is embedded in the concrete layer, and a steel bar structure connected with the longitudinal pine pile is embedded in the concrete layer. Through the aforesaid setting, when concrete layer top bears the weight of pedestrians, when heavy objects such as vehicle, concrete layer's bending resistance has been improved through steel bar structure, and concrete layer and steel bar structure support the anchor with vertical pine stake and are connected, thereby when the weak soil foundation part of road surface below subsides, the local gravel layer all around that subsides the position bears concrete layer's pressure load, the vertical pine stake of both sides bears the tensile stress load of concrete layer both sides, thereby make concrete layer be difficult to collapse or fracture, thereby pedestrian's life and property safety on the road has been protected.)

1. The utility model provides a construct structure of road on soft soil foundation, characterized by: the road surface pavement structure comprises a gravel layer (2) and a concrete layer (1) which are sequentially laid above a soft soil layer (4), and also comprises a plurality of longitudinal pine piles (5) which are driven into the soft soil layer (4), wherein the pine piles are respectively arranged on two sides of the length direction of a road surface; the upper end of the longitudinal pine pile (5) penetrates through the gravel layer (2) and is embedded in the concrete layer (1), and a steel bar structure connected with the longitudinal pine pile (5) is embedded in the concrete.

2. A construction structure for constructing a road on a soft ground according to claim 1, characterized in that: along road surface length direction both sides vertical pine stake (5) are just to setting up, steel bar structure includes a plurality of first annular reinforcing bar (81) and second annular reinforcing bar (82), winding at first annular reinforcing bar (81) both ends is just right along road surface length direction both sides the outer peripheral face of vertical pine stake (5), a plurality of second annular reinforcing bar (82) with first annular reinforcing bar (81) cup joint, second annular reinforcing bar (82) place plane with first annular reinforcing bar (81) place plane is perpendicular and extend along road surface length direction.

3. A construction structure for constructing a road on a soft soil foundation as claimed in claim 2, wherein: the parts of the longitudinal pine piles (5) buried in the concrete layer (1) are all provided with through holes with axes parallel to the length direction of the road surface in a penetrating mode, and the through holes of the longitudinal pine piles (5) in the same row are opposite to and inserted with bearing rods (51).

4. A construction structure for constructing a road on a soft soil foundation as claimed in claim 3, wherein: the steel bar structure comprises a plurality of third annular steel bars (83), two ends of each third annular steel bar (83) are wound on the outer peripheral surface of the corresponding bearing rod (51) facing to two sides of the length direction of the road surface, and the plane where the third annular steel bars (83) are located is perpendicular to the plane where the first annular steel bars (81) are located and the plane where the second annular steel bars (82) are located respectively.

5. A construction structure for constructing a road on a soft ground according to claim 1, characterized in that: bayonet (52) have been seted up to the outer peripheral face of the part that vertical pine stake (5) are located in soft soil layer (4), and bayonet (52) of same row vertical pine stake (5) are fixed with horizontal pine stake (6) jointly joint.

6. A construction structure for constructing a road on a soft soil foundation as claimed in claim 5, wherein: the cross section of the transverse pine pile (6) along the length direction is semicircular, and the plane of the transverse pine pile (6) far away from the arc surface is attached to the bottom surface of the bayonet (52).

7. A construction structure for constructing a road on a soft ground according to claim 6, characterized in that: the transverse pine piles (6) are fixedly connected with the longitudinal pine piles (5) through fixing pieces (61).

8. A construction structure for constructing a road on a soft ground according to claim 1, characterized in that: the anti-bending soft soil pile is characterized by further comprising a plurality of anti-bending pine piles (7) driven into the soft soil layer (4), wherein the upper ends of the anti-bending pine piles (7) penetrate through the gravel layer (2) and are embedded in the concrete layer (1), and the anti-bending pine piles (7) are located between the two longitudinal pine piles (5).

9. A construction structure for constructing a road on a soft ground according to claim 1, characterized in that: and a mortar isolation layer (3) is laid between the concrete layer (1) and the gravel layer (2).

Technical Field

The invention relates to the technical field of soft soil foundation road structures, in particular to a construction structure for constructing a road on a soft soil foundation.

Background

The definition of the highway industry standard in China on the soft soil foundation refers to a soft soil layer with low strength and high compression amount, and most of the soft soil layer contains certain organic substances. The japanese high-grade highway design specification defines it as: mainly comprises soil layers such as soft soil with high content of fine particles such as clay and silt, organic soil with large pores, peat, loose sand and the like. Therefore, a soft ground mainly refers to: the foundation is high in underground water level, poor in filling and structural stability and easy to settle.

When a local swamp zone or a soft soil zone is encountered in the process of paving a road, if rigid concrete is directly paved on a soft foundation, the situation that the local collapse of the concrete road is easily caused because the soft soil foundation below the concrete road is settled to form a hollow area exists, and the pedestrian and the vehicle on the road are threatened, so that an improvement space exists.

Disclosure of Invention

Aiming at the defects in the prior art, the invention aims to provide a construction structure for constructing a road on a soft soil foundation, which has the advantage of improving the anti-damage capability of a concrete road on the soft soil foundation, so that the local collapse condition of the concrete road caused by the settlement of the soft soil foundation is reduced.

In order to achieve the purpose, the invention provides the following technical scheme:

a construction structure for constructing a road on a soft soil foundation comprises a gravel layer and a concrete layer which are sequentially laid above a soft soil layer, and also comprises a plurality of longitudinal pine piles which are driven into the soft soil layer, wherein the pine piles are respectively arranged on two sides of the length direction of an extended road surface; the upper end of the longitudinal pine pile penetrates through the gravel layer and is embedded in the concrete layer, and a steel bar structure connected with the longitudinal pine pile is embedded in the concrete.

Through the arrangement, when a paved road meets a local swamp area or a soft soil area, the paving position and the extending direction of the road are planned through the existing measuring and line-releasing, then the longitudinal pine pile is vertically driven into a soft soil layer, the length of the longitudinal pine pile meets the requirement that the excavator cannot continuously press the longitudinal pine pile, the longitudinal pine pile is made of pine materials, the outer peripheral surface is rough, the friction force between the longitudinal pine pile and the soft soil layer is large, the longitudinal pine pile and the soft soil layer are anchored, and certain pressure and tension can be borne in the longitudinal direction and the circumferential direction. The longitudinal pine piles are divided into two rows and are located on two sides of the length direction of the road surface, the gravel layer is laid between the two rows of longitudinal pine piles, the thickness of the gravel layer meets the requirement that the upper ends of the longitudinal pine piles extend out of the gravel layer, a concrete layer buried at the top ends of the longitudinal pine piles is laid above the gravel layer, and a steel bar structure connected with the longitudinal pine piles is buried in the concrete layer. When bearing heavy objects such as pedestrians and vehicles above the concrete layer, the bending resistance of the concrete layer is improved through the steel bar structure, the concrete layer and the steel bar structure are connected with the longitudinal pine pile support anchor, when the soft soil foundation below the road surface is locally settled, the gravel layers around the local settlement position bear the pressure load of the concrete layer, the longitudinal pine piles on two sides bear the tensile stress loads on two sides of the concrete layer, the concrete layer is not easy to collapse or break, and the life, pedestrian and property safety on the road is protected. Local bulk collapse can not take place for concrete layer, but when concrete layer local breakage, can remind the municipal administration to maintain the road, plays the effect of early warning.

The longitudinal pine pile structure comprises a plurality of first annular reinforcing steel bars and second annular reinforcing steel bars, wherein two ends of each first annular reinforcing steel bar are wound on the outer peripheral surface of the longitudinal pine pile opposite to the two sides of the road surface in the length direction, the second annular reinforcing steel bars are sleeved with the first annular reinforcing steel bars, and the planes of the second annular reinforcing steel bars are perpendicular to the plane of the first annular reinforcing steel bars and extend in the length direction of the road surface.

Through the above arrangement, the first annular reinforcing steel bar and the second annular reinforcing steel bar are both bent through the steel bars and welded to form an oval shape, and the two long sides are parallel to each other. The first annular reinforcing bar both ends winding of steel structure is at the outer peripheral face of the just right vertical pine stake in road surface both sides, and second annular reinforcing bar and the setting of the first annular reinforcing bar of perpendicular to cup joint with first annular reinforcing bar to form frame construction in concrete layer, improved the holistic bending resistance of concrete layer and anti-crushing ability, and improved concrete layer's toughness, when soft soil foundation takes place to subside the collapse, concrete layer still has better load and bending resistance.

The invention is further provided that the parts of the longitudinal pine piles buried in the concrete layer are all provided with through holes with axes parallel to the length direction of the road surface in a penetrating way, and the through holes of the longitudinal pine piles positioned in the same column are opposite to and inserted with bearing rods.

Through the arrangement, the parts of the longitudinal pine piles buried in the concrete layer are all communicated with the through holes with the axes parallel to the length direction of the road surface, the through holes of the longitudinal pine piles in the same row are inserted with the bearing rods, the bearing rods can be reinforcing steel bars and the like, the integrity between the longitudinal pine piles in the same row is enhanced through the arrangement of the bearing rods, the condition that the longitudinal pine piles in the same row are staggered is reduced, the longitudinal pine pile retaining degree reinforcing steel bar structure is limited and bears tensile load, and the bearing capacity and the anti-damage capacity of the concrete layer are improved.

The invention is further provided that the steel bar structure comprises a plurality of third annular steel bars, two ends of each third annular steel bar are wound on the outer peripheral surface of the bearing rod opposite to two sides along the length direction of the road surface, and the planes of the third annular steel bars are respectively vertical to the plane of the first annular steel bar and the plane of the second annular steel bar.

Through the arrangement, the third annular reinforcing steel bar of the reinforcing steel bar structure is sleeved with the force bearing rods of the two rows of longitudinal pine piles, so that the tensile and bending resistance of the reinforcing steel bar cage is further enhanced, the connection relation between the longitudinal pine piles and the concrete layer is improved, the bending resistance of the concrete layer in the width direction is improved, and the force bearing and anti-damage capacity of the concrete layer are improved.

The invention is further provided with bayonets which are clamped and fixed on the outer peripheral surface of the part of the longitudinal pine pile, which is positioned in the soft soil layer, in the same row.

Through the arrangement, bayonets are formed in the part, located in the soft soil layer, of the longitudinal pine piles, the bayonets of the two columns of longitudinal pine piles, which are just opposite to the bayonets of the longitudinal pine piles, are just opposite to each other, the horizontal pine piles are clamped together in the bayonets of the longitudinal pine piles in the same column, the horizontal displacement resistance of the longitudinal pine piles in the soft soil layer is improved through the arrangement of the horizontal pine pieces, the tensile stress resistance of the longitudinal pine piles from the concrete layer is improved, and the bearing capacity and the damage resistance of the concrete layer are improved.

The transverse pine pile is further provided with a semicircular cross section along the length direction, and the plane of the transverse pine pile, which is far away from the arc surface, is attached to the bottom surface of the bayonet.

Through the setting, the cross section of the transverse pine pile along the length direction is set to be semicircular, the plane of the arc surface and the ground laminating of the bayonet are kept away from by the transverse pine pile, so that the pressure of the transverse pine pile in the soft soil layer is reduced, the cross section area of the lower end of the transverse pine pile is smaller, the pressure is increased, and the transverse pine pile can be conveniently driven into the soft soil layer.

The invention is further provided that the transverse pine pile and the longitudinal pine pile are fixedly connected through a fixing piece.

Through the arrangement, the fixing piece adopts conventional screws or bolts and the like, so that the transverse pine piles are not easy to deviate or separate in the process of driving the transverse pine piles into the soft soil layer, and the arrangement of the fixing piece improves the horizontal displacement resistance of the longitudinal pine piles.

The invention further comprises a plurality of bending-resistant pine piles driven into the soft soil layer, wherein the upper ends of the bending-resistant pine piles penetrate through the gravel layer and are embedded in the concrete layer, and the bending-resistant pine piles are positioned between the two rows of longitudinal pine piles.

Through the setting, the bending resistance pine stake is located between two vertical pine stakes, and the top of bending resistance pine stake runs through the metalling and buries underground in the concrete layer to for concrete layer middle part provides the support, improved the bending resistance at concrete layer middle part.

The invention is further provided with a mortar isolation layer laid between the concrete layer and the gravel layer.

Through the setting, the mortar isolation layer is laid between concrete layer and the rubble layer, levels the rubble layer through the mortar isolation layer and concreties rubble layer upper portion to bear concrete layer better, reduce the seepage before concrete layer solidifies.

In conclusion, the invention has the following beneficial effects:

1. the longitudinal pine piles are arranged on the two sides of the split road and arranged along the length direction of the road, and the concrete layer is internally embedded with a steel bar structure connected with the two longitudinal pine piles, so that the longitudinal pine piles bear the tensile stress of the concrete layer, the bending resistance of the concrete layer is improved, the bearing capacity and the anti-damage capacity of the concrete layer are improved, the collapse caused by the settlement of a soft soil foundation below is reduced, and the loss of the life and property safety of personnel is reduced;

2. the toughness of the concrete layer in multiple directions is improved by arranging the first annular reinforcing steel bar sleeved with the longitudinal pine pile, the second annular reinforcing steel bar sleeved with the first annular reinforcing steel bar and the third annular reinforcing steel bar sleeved with the bearing rod, so that the bearing capacity and the anti-damage capacity of the concrete layer are improved;

3. through setting up horizontal pine stake, load-carrying pole and bending resistance pine stake, improved the horizontal displacement resistance of vertical pine stake, the cooperation bending resistance pine stake has improved the bending resistance of concrete layer, reduces the collapse that results in because of the soft soil foundation settlement below.

Drawings

FIG. 1 is a schematic structural diagram of the present embodiment;

fig. 2 is a schematic view of the internal structure of the soft soil layer of the present embodiment;

fig. 3 is a schematic view of the internal structure of the concrete layer according to the present embodiment;

fig. 4 is an enlarged view of a portion a in fig. 3.

Reference numerals: 1. a concrete layer; 2. a crushed stone layer; 3. a mortar isolation layer; 4. a soft soil layer; 5. longitudinal pine piles; 51. a force bearing rod; 52. a bayonet; 6. transverse pine piles; 61. a fixing member; 7. bending-resistant pine piles; 81. a first annular reinforcing bar; 82. a second annular reinforcing bar; 83. and a third annular reinforcing steel bar.

Detailed Description

The present invention will be described in further detail with reference to the accompanying drawings.

As shown in fig. 1 to 2, the construction structure for constructing a road on a soft soil foundation according to the present invention includes a gravel layer 2, a mortar isolation layer 3, and a concrete layer 1 sequentially laid on a soft soil layer 4. Before the gravel layer 2, the mortar isolation layer 3 and the concrete layer 1 are laid in sequence, a plurality of longitudinal pine piles 5 which are perpendicular to the ground and parallel to each other are driven into a soft soil layer 4, the longitudinal pine piles 5 are divided into two rows which are arranged side by side and are arranged on two sides of the extending direction of the road surface in a row, one row of anti-bending pine piles 7 are driven between the two rows of longitudinal pine piles 5, and the anti-bending pine piles 7 are arranged in parallel to the longitudinal pine piles 5 along the extending direction of the road surface.

The longitudinal pine pile 5 and the bending-resistant pine pile 7 are both made of pine materials, the longitudinal pine pile 5 and the bending-resistant pine pile 7 are both in a cylindrical shape with the sharply-pointed lower end, and the length of the longitudinal pine pile 5 and the bending-resistant pine pile 7 is based on the fact that a pile driver or an excavator is not pressed down when the soft soil layer 4 is driven in, because the friction force gradually increases along with the gradual deepening of the longitudinal pine pile 5 and the bending-resistant pine pile 7 into the soft soil layer 4.

The thicknesses of the gravel layer 2, the mortar isolation layer 3 and the concrete layer 1 meet the requirement that the upper ends of the longitudinal pine pile 5 and the bending-resistant pine pile 7 penetrate through the gravel layer 2 and the mortar isolation layer 3 and are embedded in the concrete layer 1, wherein the outer peripheral surface of the part, located in the soft soil layer 4, of the longitudinal pine pile 5 is provided with a bayonet 52, and the depth of the bayonet 52 is smaller than or equal to the radius of the longitudinal pine pile 5. The longitudinal pine piles 5 on two sides in the length direction of the road surface are arranged oppositely, the bayonets 52 of the opposite longitudinal pine piles 5 are arranged towards each other, and the transverse pine piles 6 are clamped and fixed on the bayonets 52 of the longitudinal pine piles 5 in the same row. The length direction of horizontal pine stake 6 sets up with vertical pine stake 5 is perpendicular, and horizontal pine stake 6 is semi-circular along self length direction's cross section, and the plane that horizontal pine stake 6 kept away from the arc surface is laminated with bayonet 52's ground, through mounting 61 fixed connection between horizontal pine stake 6 and the vertical pine stake 5, and mounting 61 adopts conventionalities such as screw or bolt to fix.

As shown in fig. 3 to 4, through holes with axes parallel to the road length direction are arranged through the parts of the longitudinal pine piles 5 buried in the concrete layer 1, and the through holes of the longitudinal pine piles 5 in the same row are arranged oppositely and are inserted with bearing rods 51 together.

Concrete layer 1 is embedded with the steel bar structure who is connected with vertical pine stake 5, steel bar structure includes a plurality of oval-shaped first annular reinforcing bar 81 of class that weld through the billet, second annular reinforcing bar 82 and third annular reinforcing bar 83, wherein the winding of first annular reinforcing bar 81 both ends is at the outer peripheral face along the just right vertical pine stake 5 in road surface length direction both sides, a plurality of second annular reinforcing bars 82 cup joint with first annular reinforcing bar 81, second annular reinforcing bar 82 place plane is perpendicular and extend along road surface length direction with first annular reinforcing bar 81 place plane. Two ends of the third annular reinforcing steel bar 83 are wound on the outer peripheral surface of the bearing rod 51 opposite to the two sides along the length direction of the road surface, and the plane of the third annular reinforcing steel bar 83 is perpendicular to the plane of the first annular reinforcing steel bar 81 and the plane of the second annular reinforcing steel bar 82 respectively. And the contact portions among the first annular reinforcing bar 81, the second annular reinforcing bar 82 and the third annular reinforcing bar 83 may be locally fixed by spot welding for easy installation and positioning. Thereby form the steel bar structure of frame construction form and bury in concrete layer 1 through first annular reinforcing bar 81, second annular reinforcing bar 82 and third annular reinforcing bar 83, improved concrete layer 1's bending resistance, tensile strength to bear the tensile stress of concrete layer 1 through vertical pine stake 5, improved concrete layer 1's bending resistance through steel bar structure and bending resistance pine stake 7.

The implementation principle of the embodiment is as follows:

when the construction structure for constructing the road on the soft foundation is laid, the extending direction of the road surface is planned through conventional measurement and layout, then a plurality of longitudinal pine piles 5 provided with transverse pine piles 6 and force bearing rods 51 are driven into the local soft foundation passing through the road surface, and anti-bending pine piles 7 are driven between two rows of longitudinal pine piles 5 until the excavator is pressed still, then a gravel layer 2 and a mortar isolation layer 3 are laid, then a reinforcing steel structure is arranged on the extending part of each longitudinal pine pile 5, finally concrete is poured to completely cover the top ends of the reinforcing steel structure and the longitudinal pine piles 5, the pouring of a concrete layer 1 is completed, and the construction structure for constructing the road on the soft foundation is further completed.

The present embodiment is only for explaining the present invention, and it is not limited to the present invention, and those skilled in the art can make modifications of the present embodiment without inventive contribution as needed after reading the present specification, but all of them are protected by patent law within the scope of the claims of the present invention.